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HomeMy WebLinkAboutN F Recreational Travel Needs Assessment - Appendices A-CNorth Fork Recreational Travel Needs Assessment Technical Memorandum Inventory and Existing Conditions April 2002 Appendices A through C Prepared for: New York State Department of Transportation Task 7, Subtask 7.7 Prepared by: DUNN ENGINEERING ASSOCIATES, P.C. ABRAMS-CHERWONY & ASSOCIATES ENG-WONG TAUB PARSONS BRINCKERHOFF JAC PLANNING Intersections at Which Sketches Were Made Town of Riverhead and Town of Southold 1. N.Y.S. Route 25 at Mill Road 2. N.Y.S. Route 25 at Peconic Road 3. N.Y.S. Route 25 at Roanoke Avenue 4. N.Y.S. Route 25 at C.R. 58/Doctor's Path 5. N.Y.S. Route 25 at C.R. 105 6. N.Y.S. Route 25 at South Jamesport Avenue 7. N.Y.S. Route 25 at Manor Lane 8. N.Y.S. Route 25 at Bay Avenue 9. N.Y.S. Route 25 at New Suffolk Avenue 10. N.Y.S. Route 25 at Wickham Avenue 11. N.Y.S. Route 25 at Love Lane/Sound Avenue 12. N.Y.S. Route 25 at Mill Lane 13. N.Y.S. Route 25 at Alvahs Lane 14. N.Y.S. Route 25 at New Suffolk Road 15. N.Y.S. Route 25 at Depot Lane 16. N.Y.S. Route 25 at Peconic Lane 17. N.Y.S. Route 25 at Ackerly Pond Lane/Bayview Avenue 18. N.Y.S. Route 25 at Horton Lane 19. N.Y.S. Route 25 at Youngs Avenue 20. N.Y.S. Route 25 at Moores Lane 21. N.Y.S. Route 25 at Main Street 22. N.Y.S. Route 25 at Main StreeUC.R. 48 23. C.R. 58 at Mill Road 24. C.R. 58 at Roanoke Avenue ("The Circle's 25. C.R. 58 at C.R 43 (Northville Turnpike) 26. Sound Avenue at Osborn Avenue 27. Sound Avenue at C.R. 105 28. Sound Avenue at C.R. 43 29. Sound Avenue at Manor Lane 30. Sound Avenue at Aldrich Lane 31. Sound Avenue at Cox Neck Road/Middle Road 32. Sound Avenue at Wickham Avenue 33. Sound Avenue at Mill Lane 34. Sound Avenue at Alvahs Lane 35. Sound Avenue at Depot Lane 36. Sound Avenue at Mill Lane/Peconic Lane 37. Sound Avenue at Horton Lane 38. Sound Avenue at Youngs Avenue 39. Sound Avenue at Moores Lane 40. N.Y.S. Route 114 at Midway Road 41. N.Y.S. Route 114 at Mary's Road z 42. N.Y.S. Route 114 at Manwaring Road 43. N.Y.S. Route 114 at West Neck Road 44. N.Y.S. Route 114 at Winthrop Road 45. New York Avenue at West Neck Road 3 ~a ~ a ~ 3 ~ m m ~ ~ u o ry ~ ~ m~ m m n Z V W A DI O m r .L~ Intersections at Which Sketches Were Made Town of Riverhead and Town of Southold 1. N.Y.S. Route 25 at Mill Road 2. N.Y.S. Route 25 at Peconic Road 3. N.Y.S. Route 25 at Roanoke Avenue 4. N.Y.S. Route 25 at C.R. 58/Doctor's Path 5. N.Y.S. Route 25 at C.R. 105 6. N.Y.S. Route 25 at South Jamesport Avenue 7. N.Y.S. Route 25 at Manor Lane 8. N.Y.S. Route 25 at Bay Avenue 9. N.Y.S. Route 25 at New Suffolk Avenue 10. N.Y.S. Route 25 at Wickham Avenue 11. N.Y.S. Route 25 at Love LanelSound Avenue 12. N.Y.S. Route 25 at Mill Lane 13. N.Y.S. Route 25 at Alvahs Lane 14. N.Y.S. Route 25 at New Suffolk Road 15. N.Y.S. Route 25 at Depot Lane 16. N.Y.S. Route 25 at Peconic Lane 17. N.Y.S. Route 25 at Ackerly Pond Lane/Bayview Avenue 18. N.Y.S. Route 25 at Horton Lane 19. N.Y.S. Route 25 at Youngs Avenue 20. N.Y.S. Route 25 at Moores Lane 21. N.Y.S. Route 25 at Main Street 22. N.Y.S. Route 25 at Main Street/C.R. 48 23. C.R. 58 at Mill Road 24. C.R. 58 at Roanoke Avenue ("The Circle") 25. C.R. 58 at C.R. 43 (Northville Turnpike) 26. Sound Avenue at Osbom Avenue 27. Sound Avenue at C.R. 105 28. Sound Avenue at C.R. 43 29. Sound Avenue at Manor Lane 30. Sound Avenue at Aldrich Lane 31. Sound Avenue at Cox Neck Road/Middle Road 32. Sound Avenue at Wickham Avenue 33. Sound Avenue at Mill Lane 34. Sound Avenue at Alvahs Lane 35. Sound Avenue at Depot Lane 36. Sound Avenue at Mill Lane/Peconic Lane 37. Sound Avenue at Horton Lane 38. Sound Avenue at Youngs Avenue 39. Sound Avenue at Moores Lane 40. N.Y.S. Route 114 at Midway Road 41. N.Y.S. Route 114 at Mary's Road z 5 ~'_ _' I i i ~ ~__;__.. ~ ..... I ;. ~ ...~._........... -- -T . e i ~ ~ ~ ; ~ i t 'f r-- ~ ( I i ,,,,,,,..' .... ,._ F ...., ~..,. t Y-~ u ~ i ~ .,'~~... __. i I~...~+1'9ti ....~ a . ~ .... ~ __... ~7 f4 'i ~~ ~~ N ~ w [11 o' ~ ~ ~ m^ m d n Z { V m J I...... ... .L ......... ..........~ .. ~ ... '......._ j_..... ~ + t......... ~..........._. . ....t...._......~.........~......... 1. ~ i i S D y m r ~ m JnC C y m m ~ K O m DI yI mOl SHEET NO. OF: r CALCULATED BV DATE 1 ' CHECKED BV DATE _YiT t"~' 9 66 Main Street Westhampton Beach, NY 11978 t0 Westhampton neau~, ~~ ~ ~ ~~~ ~ ~ PflOJECT NO. CALCULATED BV DATE PROJECT NAME „~, ~ ~ 03~ ~F ~ ~t ~~__ __ pp t ` s. `r ~' .,. t CHECKED BY DATE TASK~~ ~~^., Gil 1 L 71D (,,, C,r~ J t 1 12 13 i4 ~6 i~ ~~. J _ _ 66 Main Street Westhampton Beach, NY 11978 SHEET NO. OF: PROJECT NAME .. a i ~~ ' i ~ + PROJECT NO C~ l} (J ~ : d CAICULATEO BY DATE .y .i TASK ~+ ~ ~ CHECKED BY DATE 18 m n rn } 2 t U (0 UI m ~ C ~ O ~n C ~ l0 l0 L y ~ j (O m 0 W s U J a U ~ i.~. 2 -. F'. j W ~~~ pM1r 6 R w z` N w 0 m w Y U W x U 66 Main Street Westhampton Beach, NY 11978 PfiOJECT NAME i TASK ~ n _ r- blFl t~ 2 t SHEET NO. ~ OF: CALCULATED BY ~ DATE CHECKED BY 22 0 Z H I N 01 } Z L V N m ~ C .~- ~ ~ a c ~ t0 L_ s L N >~ 0 N m wm sw Y J W 6 S U U 66 Main Streets oR_ Westhampton Beach, NY 11978 SHEET NO. PROJ.~¢~r l1' ~_ PQQJEC7 N0: CALCULATED eY DATE 1 ` ~ lJll('il lfl' Z~ ,` (` (n/~ ~ Q CHECKED BY TASK .nn.l4~' `7"11 L1/1 M~ll1 ~~ 25 v.... ... _J- 66 Main Street sREEr No. oR: Westhampton Beach, NY 11978 PRO(J'E~CT(N'O. ` CALCULATED 9Y DATE •7 PR(~IE~TC~,~E ~~ ~T ~~ -1 ll cJ~ DATE G-•~ \V(/~e/(,~ ~\GC,L`,\ (}\`/,~~ (//''~'.~~ I1M1 CHECKED BV TASK 1 I'\ _ v'A L.J • ` ~ ~ _ CP~- 5g LJUIIII L~I~ynwv~...y 66 Main Street Westhampton Beach, NY 1197!: r~vv v.....,....... SHEET NO. oF: NO. , ~ ~ CALCULATED 9Y I DATE 66 Main Street SHEET NO. ~~ Westhampton Beach, NY 11978 PROJECT NO CALCUUTED BV DATE PROTECT NAIAE - r/!~~ 25 I /7 + L ' / _{/~~(~ t CHECKED eV DATE TASK N ~. ~ ~ !!~i Q~ A ~ ] /t/n/~~1~1/' // 1 /1-. ~ - ___ __ 28 Dunn Engineering Assoctat.e5 ~ ~ - •- 66 Main Street SHEET NO. OF: Westhampton Beach, NY 11978 i~}- #a6 PROJECT NAME PROJECT NO. !~1~~a~ CALCULATED BV DATE CHECKED BV DATE ~~ ' TASK ~ DS~'/rl~ .4o~~c1 ,~~e _ . ~ -J 66 Main Street Westhampton Beach, NY 11978 pP01ECT NAM ~O,C ,~ ~` ~,,'/ ~~ ~ ,/ rnsK cnJrGA 'NP^~ ~ Gt2. I~5 30 SHEET NO. OF: may - CAICULATED BY DATE CHECKED BY DATE 31 Dunn Engineering Associates `~ ~" ° ~1 ~~ ~~':~~~~, t 66 Main Stree Westhampton Beach, NY 11978 SHEET NO. OF: peOJECT NAME PFOJECT NO. CALCULATED BV DATE 1 TASKn CHECKED BV DATE .. - ,_ -__. _ _ _r _ t - - __ --- - ~ ; -- - - - ----- - t ---- i -- ~ - - --- - ---~-- - -- I ; __ , I , i ~ ~ ~-- ---- -~- - --- ; : f i ~ ~ i '~ i i i -_ _ _~ i 1 i --_ __ _ --t_ i ~ ~-_- _.f __-~- ! -~-if ' ; ~ , ~ -~- ~ --r--'-----"`"-_ - 1 ~ i i . ~~~ ~ - - -'- - I L - -- --E - ~ I _-~__ ' f 5~r--E i i i I ~ ; - --- I j I i t7i i Ly`~fl,' t - I -1-- 1 f _ i 1 ~ L_~_. ~, ! I i-- -~- i ~ ~ I i i j t i _~ _;-- i -r -; ~_ I i -I ~ T ~_ __ .F~_ ~ ~ t ~ t ~_-~ :-' i i I I i i ~ i ~ w ~ ~ j i - ~ - ! ... ~ , ~_ i I--` - ~ r- ~ i ' _.i._.:---1-.._______-..- ' f i i i .--.. _ -_ -_ - i ~ f ~ ~ - ' F ~ ' . i Y~~ L.. itt--__ --(( -- _ _ .--L~ ~ i "- ' I I ' ' + i ~ i - e- -T ~ i~ . r _._-.-..-.i....__i._.__ ~ : I ~ i ? i ? i i ' i i ' ~ _ __ . __ ~.___..._..._.___.....----- ---------- -r ----- .._i.- . ' y' 1 flat" ~i _ _ -___- -~~--- ____ I ~ i Y t i I -- ~ . 1 i i . _ , ~ ~..., i ; F . _.._ ~ ~ 1 I _ _. ~ r - -___ . . ~ i ~___ .. _ __. __ _ _ ._ ___ _- - -- r , t _... -. ..._._ ~. _ ' 1 - ~ _. ~ .. _ , _t_ --. ._. , , - a- - ~..._.- . - , ~ 1 _._:-- - ~ t 3 __. _.- ~ . ~ , - - -_ ._ '; .-..... - ( I ~ 1 32 66 Main Street Westhampton Beach, NY 11978 SHEET NO. OF: PROJECT N ME ! E 1 PROJECT NO. :: a CALCULATED BV DATE I I f .. ~ 43, ~~, t ,. ~ . r t + t CHECKED BV DATE 4 TASK }~ ' Lfl > _; '; t/C 1 • t . 33 34 35 36 37 66 Main Streets -:-- Westhampton Beach, NY 11978 SHEET NO. OF: PROJECT NAME PROJECT NO. CALCULATED BV DATEI .>~ CHECKED BV DATE _ :'~ ~.. I ~. a- - ~. _ / f 1VC ! S 1 ! _~: -._.. r - -- -- • ___ Q ; • • -- - - -- _ _ _ -- - - -- - -- 32 -r • t -- ---- - • ! I ; ~ - -- • ... r _« r I '- _ ~-_ f 1 ~ ! i i I ! I ' 1 ` 1 ! ~ • ! i ~ 1 1 ~ ~~~ ~~ T • • ( i • ~ ~ al [~ • L ! y-~'ID.S ~ ~ ~ ~ ~~! I , -- ~-- ! ~ ~-~- -t---~ r; ~ ~ i i ~ ~~ ! ~ ~ j - • t ~ j. ' _Z ~- - ; ' -= --inn; ~ ~ R~ . _._._. ! ! r ~ I ~ ! i l0 i ~ ' ' ! i _I _ ! ~ ~ ~ ~ ~ I t 1 ' i i _-._ 3. I t: ' j :~ 1 1 b'i ' t ! ~~l~ j ~ ! ~ r~ ~ ~f~~_L_ i ~ E~~~ I ! ' ~ • IF ';~-S ~, ! _~ ~ i r _-_ --- ! - ~ ; ~ i t -- 'Z5'~ -- . " t ~- ! ` ~ ; _ _ ~° j t --- - -- - - • b -~ ZS'frJC ~ • • ~ ~.- ~~_ - E • - - -- __ _ S to r...t ! ~~ ~~ _ ~ _ _ __ • ` E i ._ L .._ }} r+ .... ~` ~~. ~.. .- __ ____ - _. _ _ _ ___ __ - _ __ ! e__,_~__~: , 38 40 ~_ ~. 66 Main Street _- Westhampton Beach, NY 11978 sMEET No. oF: pROJ CT NA Er.~ PROJECT NO. CALCULATED BY GATE. ~J ~-J ~~~ rd-`~~: K ~'~ a ~'~ J lXI TASK ~" f~~~ "~- ~ ~/~ •~ ~ n . CHECKED eY DATE ~ ~~ SHEET NO. OF: DATE DATE 42 vun~~ •....J.. ....... .~ .....~~.____ 66 Main Street Westhampton Beach, NY 17978 Dunn Engineering Associates ~ t~~~~l~l~~'~.~ _~)-~i< 66 Main Street Westhampton Beach, NY 11978 SHEET NO. OF: SCALE: - PROJECTNO. CALCULATED BY DATE PROJECT NAME .., _: ~ ,i, i.~ _. ~ o~;:n~ , ~+~ '.lu ~ ii9 i -..' ;S ~ C- ~ CHECKED BY DATE - ___ - - TASK .~ 1~~ ~f, ~.. 1~~ \4~~1 -_... ... ;.. .. t ~S •i '1 `; '~ ~~~~~~ 1 `. ~, .yi ` . ._~ ~. x.t. ,. ~: ~~ ~. ~'~ 43 Dunn Engineering Associates 66 Main Street Westhampton Beach, NY 11978 PROJECT NAME PROJECT NO. ,,.i. TASK _. . _ _ - ~~ 1 OF: SCALE: SHEET NO. CALCULATED BY DATE ___ CHECKED BY DATE t ~.... ~ ~ 4 .. f ... / .Y..~.. 4 S TASK ..._ m ~,. f._.. ~~.~.i ~~'r ~ I~ !~ to 46 Locations at Which Automatic Traffic Recorder Counts Were Collected Town of Riverhead and Town of Southold Screen Line Counts 1. L.I.E. west of Exit 72 2. N.Y.S. Route 25 west of L.I.E. interchange 3. N.Y.S. Route 25 west of Orient Ferry 4. Sound Avenue west of Osborn Avenue 5. Peconic Avenue south of East Main Street 6. C.R. 94A south of West Main Street 7. C.R. 105 north ofN.Y.S Route 24 8. N.Y.S. Route 114 north of south ferry terminal Summer Network Counts 9. Roanoke Avenue south of Sound Avenue 10. C.R. 58 east of Mill Road 11. C.R. 43 (Northville Turnpike) north of C.R. 105 12. C.R. 105 south of C.R. 43 13. N.Y.S. Route 25 west of Tuthills Lane 14. Aldrich Lane north of N.Y.S. Route 25 15. Cox Neck Road north of N.Y.S. Route 25 16. Wickham Avenue east of Mary's Road 17. Mill Lane south of Oregon Road 18. Oregon Road between Elijah's Lane and Alvah's Lane 19. Alvah's Lane south of C.R. 48 20. Depot Lane south of C.R. 48 21. Peconic Lane south of C.R. 48 22. Sound View Avenue east of Chapel Lane 23. N.Y.S. Route 25 east of Peconic Lane 24. Moores Lane south of C.R. 48 25. N.Y.S. Route 114 south of north ferry terminal Fall Network Counts 26. N.Y.S. Route 25 west of Orient Ferry 27. C.R. 48 west of Main Street 28. L.I.E. west of Exit 72 29. Sound Avenue west of Osborn Avenue 48 New York SCate Department of Transportation ` ~ _ PGM. VERSION 3.3 / 3.6 C O V E RAG E A N D S P E C I A L C O U N T H O U R L Y R E P O R T RC 07 STATION ' 42T ROUTE 43 END MILEPT $00792T LOCATION: CR 73 CR 5E COUNT TAKEN 08/05/96 WEEK/YA 32 FACTOR GROUP 30 SECTION LENGTH 0119 REFERENCE MXR: LH5299353048 # CHANNELS 1 TORE FEDERAL DIR. 7 FUNCTIONAL CLASS 16 EIN NUFIDER: HPMS NUMBER: RECORDER PLACEMENT: NOATHVILLE TPK, E OF ROANOKE (C2"f 3~1 RECORDER SERIAL #: 002] MODULE SERIAL #: 02AI NOTES: CHAN-A: ADDITIONAL DATA: 12 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO T0. TO TO TO TO TO TO TO DY D D 1 2 3 9 5 6 7 B 9 10 11 12 1 2 3 9 5 6 7 B 9 10 11 12 DAY HI HI MO W R AM PM TOTAL COUNT HOUR 5 1 2 194 186 163 152 116 149 136 109 71 7B 6B 32 20 6 2 2 12 7 8 4 2 11 16 59 89 102 128 121 161 132 138 140 149 150 93 B4 BS 4B 92 14 1790 161 13 7 3 2 11 4 4 4 4 1B 30 51 86 106 113 124 164 138 143 128 165 153 125 94 70 43 3B 17 1823 164 13 B 4 2 12 3 5 3 3 15 23 62 BB 101 130 131 lfi9 141 131 128 1]3 148 95 85 72 50 29 21 1813 173 17 9 5 2 19 8 5 3 7 14 30 fi7 117 114 81 R7 A V E RAG E W E E'K D A Y H O U R (MON 6AM THRU FRI 12 NOON) ADT l4 6 6 9 4 15 25 59 95 106 113 130 -169 149 141 128 157 147 106 89 76 52 35 18 1839 A X L E - F A C T O R E D (VEHI CLES)~ A V G W EII E K D A Y H O U R (FACTOR USED 0.987) l4 6 6 4 4 15 25 58 94 105 112 ~128~167 ,142 139 126 155 145 ~~305 ~ B3 75 51 35 1B ~~~: 1810 1 _. S E A S O N AL L Y P A C T O A E D HRS DAYS AVG } pyG FACTORED } FACTORED SEASONAL +.++++~+++++i++~+++++ COVNTED COUNTED HI HR DAY HI HOUR DAY FACTOR DIR.DESIGN-HR * EST. AADT 96 5 169 9.2} 167 9,2k 1.117 (ESTIMATE) + + 1-WAY COUNT + 99 + 1621 + ' THIS VALUE + DR1 VALUE DDHV FOR THIS COUNT LOCATION •+++++'.++++++•++.+.+• L i New York State Department o£ Transportation C O V E R A G E A N D S P E C I A L C O U N T H O U R L Y AC 07 STATION 42T ROITIE 43 END MILEPT 'S00742T LOCATION: CR 73 COUNT TAXEN 08/05/96 WEEK/YR 32 FACTOR GROUP 30 SECTION LENGTH 011.5 # CHANNELS 1 TUBE FEDERAL DIR. 3 FUNCTIONAL CLASS 16 "CR SB REFERENCE MKA: LH5299353048 BIN NUMBER: HPMS NUt~IDER: RECORDER PLACEMENT: NORTHVILLE TP K, E OF ROANOKE (C.r2,73~ RECORDER SERIAL #: 0033 MODULE SERIAL #: OlAE NOTES: CHAN-A: ADDITIONAL DATA: 12 1 2 3 9 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 B 9 10 11 TO TO _ TO TO TO TO TO TO TO TO TO TO TO TO TO 1'0 TO TO TO TO TO TO TO TO DY D D 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 E 9 10 11 12 OAY HI HI MO W R AM PM TOTAL COUNT HOUR 5 1 1 167 200 208 1B0 185 162 141 119 7B 77 31 37 23 6 2 1 14 4 9 1 3 11 36 60 125 111 155 178 159 165 156 149 149 149 96 86 90 59 38 16 2018 178 12 7 3 1 8 B 6 2 1 13 33 75 121 117 149 139 151 209 150 143 150 143 11B 105 106 55 35 18 2055 209 14 8 9 1 14 13 2 4 2 12 34 71 137 130 146 156 1B3 174 102 169 175 145 114 B2 BB 65 47 17 2082 1B3 13 9 5 1 16 4 1 2 4 6 37 71 99 137 N O A V E RAG E W E E KDAY HOUR (MON 6AM THRO FRI 12 NOON) Y' ADT 13 7 3 2 3 11 35 71 121 124 150 160 173 1E9 197 lfi2 159 144 112 88 90 53 39 19 2075 A X L E - F ACT O R E D (VEHICLES) A V G W E E K D A Y H O U R (FACTOR USED ~ 0.987) ~...'1 ADT 13 7 3 2 3 11 35 70 119 122 198 ~~158>171!~187~)145 160 157 1192~i 111 B7 09 52 3B 19 2098 -~... ~..C ,' S E A S O N A L L Y F A C T O R E D NAS DAYS AVG } pVG FACTORED } PACTORED SEASONAL ••••••••••••••••••••• COUNTED COUNTED HI HR DAY NI HOUR DAY FACTOR DIR. DESIGN-HR • EST. AADT 95 5 109 9. 1} 187 9.1} 1.117 (ESTIMATE) • 1-WAY COONT • • 112 • 1834 • • THIS VALUE t DR2 VALUE DDHV FOR THIS COUNT LOCATION ++***+*•••••••••••+•• 43- D ~ E PGM. VERSION 3.3 / 3.6 R E P O R T 43 c~2. rl New York State Department of Transportation RC/STATION 071102 COVE RA GE AND SPECIAL COUNT HOURLY REPORT PGM. VERSION 3.5I 3.e LOCAL ROAD # 0430 ROAD NAME : CR 43 MILEPOINT 0285 NHS 5 COUNTY : SUFFOLK SECTION FROM : CR 58 TO: CR 105 TOWN : RIVERHEAD FEDERAL DIR. 1 FACTOR GRP 40 FUNCTIONAL CLASS 02 HPMS NUMBER: 81N NUMBER: COUNT DATE : 8/ 4/98 WEEK OF YR 32 RECORDER PLACEMENT: CR.43 500'S.OF CR.105 REFERENCE MKR: NA RECORDER SERIAL#: 0684 NOTES: NORTHBOUND TUBE COUNT ADDITIONAL DATA: 12 1 2 3 4 5 6 7 8 8 10 11 12 1 2 3 4 5 6 7 B 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DV D D 7 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 DAY HI HI MO W R AM PM TOTAL COUNT HOUR a 2 1 148 141 168 167 196 230 233 142 106 95 85 47 24 5 s t 16 5 3 5 7 42 96 124 121 132 142 171 188 163 149 187 242 224 152 135 87 66 53 26 2556 zbz 17 s a 1 12 7 2 0 4 37 87 136 135 148 166 177 184 196 196 232 231 249 168 125 120 96 75 44 2az7 gas 1e 7 5 1 18 13 3 5 7 50 100 138 144 149 ~~ AVERAGE WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) ApT 15 8 3 3 6 43 94 133 133 143 154 165 171 162 171 205 234 235 154 122 101 82 58 31 2646 A X l E -FA CTORED (VEHIC LES) AVG WEEKDAY HOUR (FACTOR USED 0.908 I ADT 14 7 3 3 5 39 65 121 121 130 140 150 155 165 155 - 186 2121/213 140 111 92 ~ 74 53 28 2402 --. \ SEASONALLY FACTORED HRS DAYS AVG %AVG FACTORED % FACTORED SEASONAL ESTIMATED AADT COUNTED COUNTED HI HR DAV HI HOUR DAY FACTOR 1-WAY COUNT 71 4 235 8.9% 213 8.9% 1.186 2025 LOCAL ROAD # 0430 ON CR 43 FROM CR 58 TO CR 105 STATION: 0711 OZ COUNT DATE: 8/ 4/98 ST. DIR: 7 RECORDER PLACEMENT: CIR,4l3 Flll"C4 I^I= I^ 7 ~ "s ..eW '. _... $f<lf~ _„~JOffL,,.,,. Of T~a„upOrt?LIVII RC/STATION 071102 COVERAGE AND S'.PECIAL COUNT HOURLY REPORT I PGM. VERSION LOCAL ROAD # 0430. ROAD NAME : CR 43 MILEPOINT 0285 NHS 5 COUNTY : SUFFOLK SECTION FROM : CR 58 T0: CR 105 TOWN : RIVERHEAD FEDERAL DIR. 5 FACTOR GRP 40 FUNCTIONAL CLASS 02 HPMS NUMBER: BIN NUMBER: COUNT DATE : 814198 WEEK OF YR 32 RECORDER PLACEMENT: CR.43 500'S.OF CR.105 REFERENCE MKR: ~. NA RECORDER SERIAL#:' 0684 NOTES: SOUTHBOUND TUBE COUNT ADDITIONAL DATA: 12 1 2 3 4 5 6 7 B 9 10 11 12 1 2 3 4 5 6 7 8 8 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 4 5 6 7 6 9 10 11 12 4~-,.. 3.5 / 3.6 MO W R _ AM 1 2 3 4 5 6 7 PM 6 8 10 11 12 DAY TOTAL HI HI COUNT HOUR < 2 2 ~ 175 179 156 191 189 174 173 144 118 112 58 59 23 s 7 2 11 6 3 7 18 52 104 186 211 188 185 168 149 156 189 196 163 163 161 127 106 53 76 28 274fi 211 9 s a z 6 11 2 3 18 40 87 165 228 193 179 194 151 191 198 200 177 154 133 133 116 58 65 27 z7zs zz6 9 7 5 z 12 10 6 8 17 36 90 168 190 164 (n N AVERAGE WEEKDAY H 0 U R (MON 6AM THRU FRI 12 NOON) ADr 10 9 4 6 18 43 94 173 21'0 182 162 186 160 168 193 195 178 163 146 126 111 56 67 26 2706 AXLE -FACTORED VEHICLES) AVG WEEKDAY I1~0UR (FACTOR USED 0.908) qpT 9 8 4 5 16 39 85`,157 191 165 165 1691 145 153 175 C 7/ 162 148 133 114 101 51 61 24 2457 HRS DAYS AVG COUNTED COUNTED HI MR 71 4 210 LOCALROAD# 0430 ON CR43 STATION: 071102 COUNT DATE: 8l 4/98 %AVG FACTORED %FACTORED SEASONAL DAY HIHOUR DAY FACTOR 7.8% 191 7.8°k 1.186 FROM CR 58 TO ST. DIR: 2 RECORDER PLACEMENT: SEASONALLY FACTORED ESTIMATED AADT 1-WAY COUNT 2072 CR 105 CR.43 500'S.OF CR.105 I ~3-o3S New York State Department of Transportation PGM. VERSION 3.3 / 3.7 C O V E RAG E A N D S P E C I A L C O U N T H O V R L Y R E P O R T RC 07 STATION 44T ROUTE 43 END MILEPT 500744T LOCATION: CR 105 SOUND AVENUE COUNT TAKEN 07/28/97 WEEK/YR 31 FACTOR GROUP 30 SECTION LENGTH 0057 REFERENCE MKR: LH0612152605 EIN NUMBER: # CHANNELS 1 TUBE FEDERAL DIR. 5 FUNCTIONAL CLASS 16 NPMS NUI~ER: RECORDER PLACEMENT: NOATHVILLE TURNPIKE RECORDER SERIAL ~: 1995 MODULE SERIAL #: 0000 NOTES: CHAN-A: SB 1 LANE ADDITIONAL DATA: 12 1 2 3 4 5 6 7 B 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY ^ 0 1 - 2 3 4 5 6 7 B 9 10 11 12 1 2 3 4 5 6 7 0 9 10 11 12 ". DAY HI HI MD W R AM PM TOTAL COUNT HOUR 20 1 2 204 171 121 121 80 42 17 - 29 2 2 12 6 2 3 12 41 93 157 181 177 172 170 176 163 173 192 187 196 170 91 BB 47 38 27 2574 196 1B 30 3 2 9 2 4 2 10 34 63 133 170 181 183 175 152 178 173 205 209 178 161 85 92 53 47 16 ~ 2523 209 17 31 4 2 9 E 2 0 10 20 69 120 101 163 193 1fiB 172 158 190 194 186 183 131 128 06 52 64 16 2506 194 16 1 5 2 4 B 2 5 11 22 69 139 U1 W A V E RAG E W E E K D A Y H O U R (MOH 6AM THAU FAI 12 NOON) ADT 9 6 3 3 11 31 72 137 180 179 183 171 167 166 179 19'7 194 190 158 106 97 58 4B 19 2559 A X L E - F ACT O R E D (VEHICLES) A V G W E E K D A Y H O U R (FACTOR USED 0.986) /' ADT 9 6 3 3 11 31 71 135 170 172 /1811 169 165 164 177 195 1 192 1BB 156 105 96 57 47 19 2530 (-.. ~ - I ~'- J - SEASONALLY FACTORED HRS DAYS AVG k AVG FACTORED k PACTORED EEASONAL •.r u++••.+••••••+••+ COUN'T'ED COUNTED HI HR DAY HI HOUR DAY FACTOR * EST. AADT 87 5 197 7.7k 195 7.7} 1.096 * 1-WAY COUNT + • 2300 + .. u..+....•...•u... New York' State Department of Tzans or " ~ ' ~ ~ ~ I~~~' p [anon PGM. VERSION 3.3 / 3.7 I C O V E RAG E A N D S P E C I A.L C O U N T H O U R L Y R E P O R T RC 07 STATION 44T ROUTE 43 END MILE PT 500749T LOCATION: CR 105 SOUND AVENUE COUNT TAKEN 07/28/97 WEES/YA 31 FACIOR GROUP 30 SECTION LENGTH 0057 AEPERENCE MKR: LH0612152606 # CHANNELS 1 BIN NUMBER: TUBE FEDERAL DIR. 1 FUNCTIONAL CLASS 16 HPMS NUMBER: RECORDER PLACEMENT; NORTHVILLE TURNPIKE RECORDER SERIAL M: 1995 MODULE SERIAL A: 0000 NOTES: CNAN-A: NB 1 LANE ~~. ADDITIONAL DATA: ~'. 12 1 2 3 4 5 6 7 B 9 10 11 12 1 2 3 9 5 6 7 8 9 10 11 TO TO ,TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO ' DY D D 1 ' 2 3 9 5 fi 7 8 9 10 11 12 1 2 3 4 5 fi 7 B 9 30 11 12 DAY HI HI MO W R AM PM TOTAL COUNT HOUR 28 1 1 264 177 124 97 63 61 94 29 2 1 16 7 3 2 10 36 lOB 167 163 144 224 201 187 180 197 222 238 270 181 134 118 B9 60 39 2996 270 18 30 3 1 15 6 7 2 22 41 158 185 196 139 155 174 204 220 220 243 285 256 176 129 117 85 6B 29 3122 285 17 31 9 1 20 3 5 6 B 42 118 147 138 180 173 211 238 220 1BB 230 280 279 186 161 120 113 77 40 3183 280 17 1 5 1 25 12 8 B 8 46 122 160 174 N A A V E RAG E W E E K D A Y H O U R (MON 6AM THRU FRI 12 NOON) ADT 19 7 6 5 12 91 127 165 168 159 184 195 210 207 202 232 268 267 180 137 113 8B 64 3A 3089 j AX L E - F AC TOR E D (VEHICLES) AVG WE E KDAY HOUR (pACTOR USED. 0.988) ,. ~....~ ADT 19 7 6 5 12 41 125 163 166 152 182 !193 ?207 205 200 229 266 1264 175 135 112 87 63 38 3059 ~_ _ _ - / _ i HRS DAYS AVG } AVG SEASONALLY FACTORED FACTORED } pACTORED SEASONAL yyyy~yy~yy{fy~yr #ywy COUNTED COUNTED HI HR DAY HI HOUR DAY FACTOR BB 5 ` EST. AADT ~ i 268 B.7} 265 B.7} 1.096 # 1-WAY COUNT ` 2786 tttlrf ketkyyt4Yyiiyyyy 48 - u'~ ~: New York State Department of Transportation RC/STATION 071114 COVE RAGE AND uPECIAL COUNT HOURLY REPORT PGM.VERSION a.s~ 3.e LOCAL ROAD # 0480 ROAD NAME : CR 4 8 i MILEPOINT 0030 NHS 5 SECTION FROM : W/O COX RD TO : SR 25 COUNTY : SUFFOLK FEDERAL DIR. 3 FACTOR GRP 40 FUNCTIONAL CLASS 02 HPMS NUMBER: TOWN : SOUTHOLD BIN NUMBER: COUNT DATE : 8/ 4/96 WEEK OF YR 32 RECORDER PLACEMENT: CR.48 300'W.OF COXNECK RD. REFERENCE MKR: NA RECORDER SERIAL #:. 2878 NOTES: EASTBOUND TUBE COUNT ADDITIONAL DATA: 72 1 2 3 4 5 6 7 6 9 10 11 12 1 2 3 1 5 8 7 8 8 10 11 TO TO TO TO TO 70 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO 70 DV D D 1 2 3 ~ 4 5 6 7 8 9 10 11 12 1 2 3 4 5 8 7 6 9 10 71 12 DAV MO W R - AM PM HI HI 4 2 1 412 402 417 395 407 513 455 349 216 TOTAL 163 137 70 COUNT HOUR s 3 1 31 16 9 12 13 50 202 367 381 399 368 415 443 d44 390 406 488 511 363 320 200 155 96 43 6 6 a 7 24 24 15 4 12 53 216 342 388 378 379 476 415 417 434 476 521 549 459 307 140 231 172 138 73 517 18 7 5 t 53 24 13 13 12 67 209 347 407 373 6503 549 1a (P N 36 21 12 AVERAGE 10 12 57 209 WEEKDAY 352 392 383 H 0 U R 384 434 (MON 6AM THRU FRI 12 NOON) 420 426 406 430 507 505 ADT 390 282 198 155 101 58 6180 33 19 11 AXLE -FACT 9 11 52 190 ORED (VEHIC 320 13561 348 I .. `1 LES) AVG 349 394 1 WEEKDAY 381 387 369 HOU 390 460 459 (FACTOR USED 0.908> I ADT 354 256 180 141 92 53' 5614 HRS COUNTED DAYS AVG COUNTED HI HR %AVG DAY FACTORED % FACTORED HI HOUR DAY SEASONAL FACTOR SEASONALLY FACTORED ESTIMATED AADT 1-WAY COUNT 70 4 507 8.2% 460 8.2% 1.186 4734 LOCAL ROAD # D4$O ON CR 48 FROM W/0 COX RD TO STATION: 071114 COUNT DATE: 8/ 4198 ST. DIR: 1 RECORDER PLACEMENT: SR 25 CR.48 3D0'W.OF COXNECK RD. New York State Department of Transportation !'~g "~~~ RC/STATION 071114 COVE RAGE AND SPECIAL COUNT HOURLY REPORT PGM. VERSION 3.5 / 3.B LOCAL ROAD # 0480 ROAD NAME : CR 48 ~, MILEPOINT 0030 NHS 5 COUNTY : SUFFOLK SECTION FROM : W/O COX RD TO : SR 25 TOWN : SOUTHOLD FEDERAL DIR. 7 FACTOR GRP 40 FUNCTIONAL CLASS 02 HPMS NUMBER: BIN NUMBER : COUNT DATE : 6/ 4/98 WEEK OF YR 32 RECORDER PLACEMENT: CR.48 300'W.OF COXNECK RD. REFERENCE MKR: NA RECORDER SERIAL #: 2878 NOTES: WESTBOUND TUBE COUNT ADDITIONAL DATA: 12 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 6 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 4 5 6 7 B 9 10 11 12 - i 2 3 4 5 8 7 8 9 10 11 12 DAY HI HI MO W R ~ AM PM TOTAL COUNT HOUR 4 2 2 376 371 392 478 534 580 465 418 236 306 148 159 5 3 2 36 13 8 B 27 85 231 488 529 437 404 482 337 398 428 502 548 496 363 311 239 192 180 66 6 4 2 19 21 6 6 28 79 205 378 484 400 395 408 375 456 478 525 512 494 408 280 289 157 6808 203 61 fi6 Sae 17 7 5 2 27 17 12 14 20 N 198 398 425 362 67 526 1fi (n O 27 17 9 AVERAGE 9 25 78 211 WEEKDAY 418 479 400 HOUR 400 422 (MON 6AM THRU FRI 12 NOON) 361 415 461 520 547 485 396 276 278 ADT 166 181 64 6645 25 15 8 AXLE -FACT B 23 71 192 ORED VEHIC 380 r43~ 363 `` LES) AVG W E_E K D A Y ~ 4 363 383 328 37~ 419 HOUR 472 497 440 (FACTOR USED 360 251 252 0.908 ~ ADT 151 164 58 6035 ` 1 HRS COUNTED DAYS AVG COUNTED HI HR %AVG DAY FACTORED HI HOUR %FACTOREO DAY SEASONAL FACTOR SEASONALLY FACTORED ESTIMATED AADT 1-WAY COUNT 70 4 547 8.2% 497 6.2°h 1.186 5089 LOCAL ROAD # O4SO ON CR 46 FROM W/O COX RD TO STATION: 071114 COUNT DATE: 8/ 4/98 ST. DIR: 2 RECORDER PLACEMENT: SR 25 CR.48 300'W.OF COXNECK RD. ! New York State Department of Transportation RC/STATION DT1115 1 ! ': I ~ COVERAGE AND SPECIAL COUNT HOURLY REPORT PGM.VERSION 3.51 3.6 LOCALROAD# 0480 ~. :. ROAD NAME: MILEPOINT ~ 0461 NHS 5 SECTION FROM : SR 251 ' ' TO: DEPOT LANE COUNTY: SUFFOLK FEDERAL DIR. 3 FACTOR GRP 40 FUNCTIONAL CLASS 02 HPMS NUMBER: TOWN; SOUTHOLD BIN NUMBER: COUNT DATE : OBN 5199 '. WEEK OF YR 34 RECORDER PLACEMENT: 700' FJO ELIJAH'S LANE REFERENCE MKR: NA NOTES: CRO48, MIDDLE ROAD TUBE COUNT RECORDER SERIAL #: 007 ADDmONAL DATA: 12 1 2 3 ~ 5 8 7 8 9 10 11 12 1 2 J 4 5 d 7 ! 9 10 11 DV D TO TO D 10 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO 70 TO TO TO TO MO W 1 2 R 3 ~ 5 8 7 0 9 10 11 12 1 2 3 4 5 6 7 0 B 10 11 12 DAY HI HI u r 1 AM - 248 414 487 609 837 BS2 S70 548 451 957 PM ]28 271 70TA1 207 118 101 86 COUN7 HOUR 18 1 1 37 24 13 9 13 90 ]08 417 491 449 p0 51] 514 500 491 192 583 597 418 274 193 181 108 54 7 n z 1 35 24 1/ 3 13 86 314 141 S07 480 414 191 489 487 S00 511 5]7 612 U7 298 307 23] 160 108 88 n5 etr 13 1e 3 1 ]8 22 18 8 19 75 343 502 52] 315 385 504 525 509 S1S SOB 568 584 4U 367 8 259 198 126 88 7 s1z 15 16 • 1 42 21 22 8 23 98 J6/ 445 188 491 IB] 521 806 5S1 828 5]5 622 818 805 ]51 3x3 180 235 150 75 588 1r zo 5 1 55 29 18 B 17 83 ]38 158 498 458 #80 55] 611 829 6S4 720 T47 87] bit 416 eo77 ]07 251 202 139 838 1e x1 8 1 85 ]8 22 15 18 7] 211 259 385 491 571 597 858 872 850 812 598 52] 124 299 8889 21] 178 141 101 r4r 17 ' ~ u r 1 72 Q 21 13 23 84 190 ZID reap srx 14 AVERAGE WEEKDAY HOUR (MON 8AM THRU FRI 12 NOON) 1] 24 17 8 /7 85 341 452 SOt /SS 140 518 581 507 506 511 578 807 !51 ]23 ~,DT 211 189 123 68 7540 AXLE • FACT ORED (VEHICLES) AVG WEEKDAY HOUR (FACT OR U SED 0 878) Ap 38 21 15 5 15 74 700 398 419 381 ]BS 152 191 114 445 448 506 528 39S 28] . T 211 168 108 58 8604 i SEASONALLY FACTORED HRS ~ DAYS AVG %AVG FACTORED % FACTORED SEASONAL ' COUNTED COUNTED HI HR DAY HI HOUR DAY FACTOR ESTIMATED AADT 1-WAY COUNT Ise a aoa s.o% 52a e.o% 1.178 5606 LOCAL ROAD # 0480 ON FROM SR 25 TO DEPOT LANE eTennu. M 1146 r r~u.. ir ,.,.rte. nei~uon __ _._ I RC/STATION LOCAL ROAD # SECTION Ff20M FEDERAL DIR. I COUNT DATE: i NOTES: i DY MO 15 1e 17 1e 10 20 zt 22 (P (b O W 7 t z 3 4 s B 7 071115 covEi i 0480 I'~'~ ROAD NAME: SR 25 ', 7 ', FACTOR GRP OSN5/99 VVEEKOF.YR New York State Department of Trarreportatlon 2AGE AND SPECIAL COUNT HOURLY REPORT MILEPOINT 0461 NHS 5 TO: DEPOT LANE 40 FUNCTIONAL CLASS 02 HPMS NUMBER: 34 RECORDER PLACEM ' ~g•~w PGM. VERSION 3.51 3.8 COUNTY: SUFFOLK TOWN: SOUTHOLD BIN NUMBER: ENT . 700 E/0 ELIJAH S LANE REFERENCE MKR: NA CR048, MIDDLE ROAD TUBE COUNT RECORDER SERIAL #: 006 ADDITIONAL DATA 1z 1 z 3 ~ s 4 7 e 9 10 11 u 1 z 3 4 s 4 T e 9 1a 11 70 70 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO D 1 2 ~3 4 5 8 7 8 9 10 11 12 1 2 0 1 5 6 7 8 9 10 11 12 R ~ PM 2 331 517 858 818 897 733 6/E 683 790 821 /4S 183 308 258 61 2 30 8 12 18 52 114 2S0 394 538 •S8 4M12 499 1S1 IS3 561 S98 883 334 471 297 353 158 155 87 z 18 12 8 11 34 93 234 377 522 J96 158 482 163 102 506 573 615 465 402 310 325 187 182 75 2 18 15 9 20 22 84 269 121 Q2 43S 132 428 122 148 546 508 555 t'88 178 254 359 173 178 72 2 26 12 20 13 18 83 237 389 457 406 {35 482 426 ISS 531 518 628 50J 470 312 317 183 180 78 2 31 11 14 19 36 73 212 353 422 402 ,124 474 182 180 547 S82 577 181 184 283 251 168 238 84 z 35 21 9 13 15 44 104 185 241 308 417 480 469 378 345 230 157 Z AVERAGE WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) 27 13 12 18 28 83 240 387 482 419 138 489 M/ 140 537 549 820 502 158 293 338 185 171 73 AXLE FACTORED (VEHICLES) AVG WEEKDAY HOUR (FACTOR USED 0.8781 20 11 11 1/ 25 73 210 339 422 367 304 411 J86 385 470 161 543 MO 399 257 298 145 150 84 HRS DAYS AVG COUNTED COUNTED HI HR 15z a szo % AVG FACTORED %FACTORED DAY HI HOUR DAV 8.6°~ 543 6.6% DAY HI HI TOTAL COUNT HOUR 7eD1 7108 7098 7185 700.1 BB3 17 815 17 555 17 828 17 Saz 1a AOT 7195 ADT 8303 ' SEASONALLY FACTORED SEASONAL ESTIMATED AADT FACTOR 1-WAY COUNT 1.178 5351 LOCAL ROAD # 0480 ON FROM SR 25 TO DEPOT LANE cTnnnv~ n71i 1R rr.~~.~r n.rc. no~~om __ _._ _ New York State Department of Transportation "~~ ~ p~ RC/STATION 071116 COVE RAGE AND SPECIAL COUNT HOURLY REPORT PGM. VERSION 3.5/ 3.6 LOCAL ROAD# 0480 ROAD NAME: MILEPOINT 0729 NHS 5 COUNTY: SUFFOLK SECTION FROM: DEPOT LANE To: PECONICLANE TOWN: SOUTHOLD FEDERAL DIR. 3 FACTOR GRP 40 FUNCTIONAL CLASS 02 HPMS NUMBER: BIN NUMBER: COUNT DATE : 08/04/98 WEEK OF YR 32 RECORDER PLACEMENT: CR.48 700'W.OF PECONIC LA REFERENCE MKR: NA RECORDER SERI AL #: 0692 NOTES: EASTBOUND TUBE COUNT ADDITIONAL DATA: 12 1 2 3 4 5 6 7 6 9 10 11 12 1 2 3 4 5 6' 7 6 9 10 11 TO 70 70 70 TO 70 TO TO 70 TO TO TO 70 70 TO TO TO TO TO TO TO TO TO TO DV D D 1 2 3 4 5 6 7 B 9 10 11 12 1 2 3 4 5 6 7 6 9 10 11 12 DAY HI HI MO W R AM PM TOTAL COUNT HOUR ° 2 1 459 479 439 522 513 431 292 222 181 125 55 5 3 1 33 21 8 5 10 49 260 462 458 491 462 490 489 472 450 440 535 488 399 340 232 163 145 75 s ° 1 29 23 12 6 7 50 250 424 492 441 468 545 537 502 521 551 559 581 519 341 262 216 170 6977 107 7 535 17 7 5 1 59 19 16 11 11 52 254 450 469 506 409 s13 '~ 561 1s (fl 40 21 12 AVERAGE 7 9 50 255 WEEKDAY 445 473 479 HOUR (MON 6AM THRU FRI 12 NOON) 446 518 513 478 483 477 539 527 450 324 239 AD7 167 147 79 7196 36 19 11 AXLE -FACT 6 8 45 232 ORED (VEHIC 404 429 4.35 LES) AVG WEEKDAY 11 O U R 405 470 466 434 439 I433.~89 4_79 (FACTOR USED 409 294 217 0.908 I Aor 170 133 72 6535 HRS DAYS AVG /AVG FACTORED % FACTORED SEASONAL SEASONALLY FACTORED ESTIMATED AADT COUNTED COUNTED HI HR DAY HI HOUR OAY FACTOR 1-WAY COUNT 70 4 539 7.5% 489 7.5°h 1.166 5510 LOCAL ROAD# 0480 ON FROM DEPOT LANE TO STATION: 071116 COUNT DATE: 08/04/98 ST. DIR: 1 RECORDER PLACEMENT: PECONIC LANE CR.48 700'W.OF PECONIC LA Jew Sta ;part__..- of .. _..;pan.....,., `~~ ~~ RC/STATION 071116 COVE RAGE AND SPECIAL COUNT HOURLY REPORT PGM. VERSION 3.5/ 3.8 LOCAL ROAD# 0480 ROAD NAME; MILEPOINT 0729 NHS 5 COUNTY; SUFFOLK SECTION FROM : DEPOT LANE TO: PECONIC LANE TOWN : SOUTHOLD FEDERAL DIR. 7 FACTOR GRP 40 FUNCTIONAL CLASS 02 HPMS NUMBER: BIN NUMBER: COUNT DATE : 08/04/98 WEEK OF YR 32 RECORDER PLACEMENT: CR.48 700'W.OF PECONIC LA REFERENCE MKR: NA RECORDER SERIAL #: 0720 NOTES: WESTBOUND TUBE COUNT ADDITIONAL DATA: 12 i 2 3 4 5 6 7 8 8 /0 11 12 1 2 3 4 5 8 7 8 8 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DV D D 1 2 3 4 5 6 7 6 9 10 11 12 1 2 3 4 5 8 7 8 9 10 11 12 OAY HI HI MO W R - AM PM TOTAL COUNT HOUR 4 2 2 456 523 543 532 490 425 294 324 145 165 68 5 3 2 34 16 11 14 18 74 238 408 504 410 406 475 418 457 512 581 581 519 419 336 326 163 165 77 6 4 z 19 16 10 11 23 92 221 391 487 448 479 468 440 476 543 569 535 477 492 323 7764 392 199 217 72 567 16 7 5 2 39 20 15 12 21 91 206 386 478 404 520 7422 ses 16 O O AVERAGE WEEKDAY H 0 U R (MON 6AM THRU FRI t2 NOON) AoT 31 18 12 12 21 86 222 395 490 421 468 472 429 463 526 571 549 495 445 318 347 169 182 72 7214 28 16 11 AXLE -FACTORED VEHICLES) AVG 11 19 78 202 359 445 382 425 429 1 WEEKDAY// OUR 390 ~420~478 t 51~ 496 449 \\ (FACTOR USED 0.908) ApT 404 289 315 153 165 fi5 6549 HRS DAYS AVG °,6 AVG FACTORED % FACTORED SEASONAL SEASONALLY FACTORED ESTIMATED AADT COUNTED COUNTED HI HR DAY HI HOUR DAY FACTOR 1-WA1'000NT 70 4 571 7.9% 518 7.9°k _. 7.186 5522 i LOCAL ROAD # O4SO ON STATION: U71116 COUNT DATE: 08/04/98 FROM DEPOT LANE To ST. DIR: 2 RECORDER PLACEMENT: PECONIC LANE CR.48 700'W.OF PECONIC LA New York State Department of Transportation ~ . ~~ RC/STATION 071117 COVERAGE AND SPECIAL COUNT HOURLY REPORT PGM. VERSION 3.5! 3.6 LOCAL ROAD # 0480 ROAD NAME : CR 48 MILEPOINT 0970 NHS 5 SECTION FROM : PECONIC LANE 70: YOUNGS AVENUE COUNTY : SUFFOLK FEDERAL DIR. 3 FACTOR GRP 30 FUNCTIONAL CLASS 14 HPMS NUMBER: TOWN: SOUTHOLD BIN NUMBER: COUNT DATE : 8l 4/98 WEEK OF YR 32 RECORDER PLACEMENT: CR.48 800'W.OF YOUNGS AVE. REFERENCE MKR: NA RECORDER SERI AL #: 2846 NOTES: EASTBOUND TUBE COUNT ADDITIONAL DAT A: 12 1 2 3 4 5 6 7 8 8 10 11 12 1 2 3 4 5 B 7 6 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DV O D 1 2 3 ~ 4 5 6 7 6 9 10 11 12 1 2 3 4 5 6 7 6 9 10 N 12 DAY HI HI MO W R AM ~ PM TOTAL COUNT HOUR a z 1 429 424 386 444 432 350 265 210 127 113 54 s 6 t 29 16 9 6 9 57 275 460 401 465 478 486 488 - s a 1 210 398 384 457 433 330 318 200 151 126 63 25 21 17 31eo 3 469 13 7 5 1 8 64 279 431 436 366 424 520 480 443 473 461 471 500 458 300 231 187 142 63 52 21 16 313s 10 6 a57 13 a s 1 13 55 274 439 449 443 488 676 52o a tP AVERAGE WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) ADT 19 40 144 219 223 222 350 490 441 373 450 444 458 429 358 381 316 251 196 63 116 74 65 29 6153 19 39 141 AXLE -FACT 215 219 218 344 ORED (VEHICLES) AVG ,. EEKDAY 481 433 1368 442 436 `` 450 421 352 HOUR 374 310 246 (FACTOR USED 192 62 116 0.982) AOT 73 fi4 28 6041 SEASONALLY FACTORED HRS DAYS AVG %AVG FACTORED %FACTORED SEASONAL ESTIMATED AADT COUNTED COUNTED HI HR DAY HI HOUR DAY FACTOR 1-WAY,000NT 70 5 490 8.0% 461 8.0% 1.121 5389 LOCAL ROAD # 0480 ON CR 48 PROM PECONIC LANE TO YOUNGS AVENUE STATION: 071117 COUNT DATE: 8/ 4198 ST. DIR: 1 RECORDER PLACEMENT: CR.48 800'W.OF YOUNGS AVE. New York Sta4e DengKrryn.,~ ~f Tr-'--ortat` ~~o "'~r"vy __STA..,... L. „~] ~~VERAGE AND SPECIAL COUNT HOURLY REPORT HGM.VERSION asi 3.6 LOCAL ROAD # 0480 ROAD NAME : CR 48 MILEPOINT 0970 SECTION FROM : PECONIC LANE NHS 5 COUNTY: SUFFOLK T0: YOUNGS AVENUE FEDERAL DIR. 7 FACTOR GRP 30 FUNCTIONAL CLASS 14 TOWN: SOUTHOLD HPMS NUMBER: BIN NUMBER: ' COUNT DATE : 8/ 4/98 WEEK OF YR 32 RECORDER PLACEMENT: CR.48 800'W.OF YOUNGS AVE . REFERENCE MK R: NA NOTES: WESTBOUND RECORDER SERI AL#: 2846 TUBE COUNT ADDITIONAL DAT A: ' 12 1 2 TO TO TO 3 0 5 TO TO TO 6 7 TO TO 8 9 10 11 12 1 2 TO TO TO TO TO TO TO 3 4 5 8 7 8 9 10 17 ~. ~ OY D D 1 2 3 4 5 6 7 6 9 10 11 12 1 2 TO TO TO TO TO TO TO TO TO ~ MO W R AM 3 4 5 6 7 6 9 10 11 72 '', DAY HI HI a z 2 5 3 z 375 449 480 447 457 409 PM 270 285 153 155 ~' TOTAL 6 COUNT HOUR 32 22 7 12 16 63 180 312 371 376 347 369 418 9 e ° z 7 s 2 15 72 171 292 366 355 397 362 203 448 516 540 400 434 406 ' 379 269 334 162 151 79 21 16 14 12 3sss sao 19 e s z 22 63 163 303 367 351 432 , 493 449 501 426 444 282 385 190 194 74 33 29 11 7 6333 sot 13 O N AVERAGE WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) 24 47 89 152 191 2D9 289 337 389 319 429 445 444 425 457 358 396 286 211 79 153 85 65 41 5940 AXLE -FACTORED (VEHICLES) AVG WEEKDAY HOUR (FACTOR USED 0.982) 24 46 87 149 188 205 284 331 382 313 421 437 436 417 449 352 389 281 207 78 150 83 83 40 ~~'5832 HRS DAYS AVG COUNTED COUNTED HI HR 70 5 457 LOCAL ROAD# 0480 ON CR 48 STATION: 0711'17 COUNT DATE: 8/ 4198 %AVG FACTORED °b FACTORED SEASONAL OAY HIHOUR DAY FACTOR 7.7% 449 7.7°h 1.121 FROM PECONIC LANE TO ST. DIR: 2 RECORDER PLACEMENT: SEASONALLY FACTORED ESTIMATED AADT 1-WAY COUNT 5202 YOUNGSAVENUE CR.48 800'W.OFYOUNGS AVE. _.,..,, ,., .,,. ~- "i".»r+1Ye11n!.aPoltl~swll ~'W..!Mi+R!w+nrgls.~.y.,~..~.....~.,r~:vr+» «~ .,..,_,.-. I ~ New York State DepaTtrnent of Transportatlon RC/STATION ~ 071118 ! i COVE ~ RAGE AND SPECIAL-COUNT HOURLY R EPORT vGrn. vERSION 3.B1J.e L OCAL ROAD i 0480 ~~ ROAD NAfv1E : I SECTION FROM : YOUNGS AVENUES MILEPOINT 1421 NHS 5 COUNTY ; SUFFOLK TO: SR 25 FEDERAL DIR. 3 i'i' - FACTOR GRP 40 FUNCTIONAL CLASS 02 T~+' SOUTHOLD ~ HPMS NUM BER: BIN NUMBER : COUNT DATE : ' 08/15/99 '" i WEEK OF ~YR 34 RECORDER PLACEMENT: 800' E/O YOUNGS AVE .. REFERENCE MKR: NA NOTES: CR048, MIDDLE ROAD LOOP COUNT RECORDER SERIAL is 004 ADDmoNAL DnrA: 12 TO 1 TO 2 TO 3 4 TO TO 5 TO B TO 7 TO B B 10 11 12 TO TO TO TO TO 1 2 J TO TO TO ~ TO 5 TO B 7 8 B f0 11 DY O 0 1 2 7 1 5 8 7 8 9 10 11 12 1 I TO TO TO TO TO TO MO W R AM 7 ~ 5 8 7 8 9 10 11 12 DAY HI HI 15 7 1 254 281 108 121 S85 555 S42 487 459 417 319 FAI 301 2!9 198 118 88 43 TOTAL COUNT HOUR 18 1 1 21 16 11 8 12 B2 258 385 429 415 429 489 495 133 408 418 451 418 307 265 208 124 98 37 n 2 1 24 11 12 5 U 60 282 387 388 434 388 393 442 412 122 379 401 439 381 250 217 122 98 57 8167 ~B5 t3 to 3 1 24 15 9 2 9 51 248 427 393 396 393 438 482 113 411 102 395 q22 382 295 237 163 118 59 60t5 ux 13 1B a 1 35 12 8 8 1J 71 29S 388 103 118 -431 451 197 180 u1 M/ 481 492 425 325 240 190 109 70 4tsx ~sx u 20 5 t 42 14 12 4 12 52 281 118 425 12d A07 531 548 583 SN 553 618 584 528 40l 283 219 177 114 eTU ~BT 13 xt 8 t 75 32 8 11 12 S{ 204 243 348 459 193 814 591 S43 519 550 527 424 403 316 224 183 135 91 n3s Bte 1T ~ 2z 7 t S9 32 14 9 18 49 212 28S 7031 Btu tx 31 13 10 AVERAGE 5 12 89 289 WEEKDAY 387 408 421 HOUR 109 480 (MON 6AM THRU FRI 12 NOON) 474 430 420 410 427 412 374 281 22S 150 105 58 8294 31 13 10 AXLE -FACT 5 12 59 289 ORED (VEHICLES) AVG WEEKDAY 397 108 424 409 160 474 130 420 HOUR !10 127 412 (FACTOR USED 1.00 ~ aor 371 2&1 225 150 105 SB 6291 HRS COUNTED 169 GAYS AVG COUNTED HI HR 8 474 %AVG DAY 7.5% FACTORED f/l HOUR 474 % FACTORED DAY 7.5% SEASONAL FACTOR 1.1TA SEASONALLY FACTORED ESTIMgTED MDT 1-WqY COVNT 5343 LOCALROADi 0480 ON FROM YOUNGS AVENUE STATION: 071118 COUNT DATE: 08N5/99 sr nio. ~ ~'^^____ _ _ TO SR 25 N Y ~" v I Cv ew ork State Department of Tran9portatlon RC/STATION 071118 COVERA GE AND SPECIAL COUNT HOURLY REPORT POM. VERSION J.51 J.8 LOCAL ROAD # 0480 ~ ROAD NAME : MII.EPOINT 1421 NRS 5 COUNTY : SUFFOLK SECTION FROM: YOUNGS AVENUE TO: SR 25 TOWN: SOUTHOLD FEDERAL DIR. 7 ', FACTOR GRP 40 FUNCTIONAL CLASS 02 HPMS NUMBER: BIN NUMBER : COUNT DATE : 08!15!99 WEEK OF YR 34 RECORDER PLACEMENT: 800' E/O YOUNGS AVE REFERENCE MKR: NA RECORDER SERIAL #: 001 NorES: CR048, MIDDLE ROAD LOOP COUNT ADDITIONAL DATA 12 1 '. 2 3 1 s 8 7 9 9 10 11 12 i 2 J / 5 6 7 9 9 10 11 TO TO ~70 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D O 1 2 J / 5 B 7 8 B 10 11 12 1 2 7 ~ 5 8 7 ! 9 10 11 12 DA MO W R AM Y HI HI 15 7 z 248 378 1.70 495 820 BSB 884 820 782 74S PM 842 447 504 279 TOTAL 273 85 COUNT HOUR 1s t 2 30 16 9 14 J7 78 217 351 443 429 452 510 451 474 517 808 683 492 478 745 39J 180 147 80 75 t7 2 2 21 12 1 2 11 23 83 212 311 391 379 140 794 476 423 486 515 575 S13 432 352 378 202 9 170 9< eaJ 17 to J 2 22 10 7 11 18 59 225 311 423 409 d17 42S 438 494 507 452 557 X500 478 305 395 175 sa25 180 85 575 n to ~ 2 77 17 18 10 17 S/ 208 347 399 388 420 S17 474 184 851 S17 801 1522 SOB 772 770 203 sags 215 108 7 sst 17 20 5 2 J2 10 14 17 27 BS 209 774 794 408 =154 489 877 480 678 872 881 '875 649 758 282 158 25e 297 93 eo1 n 2i e 2 4/ 35 ', 8 18 14 17 109 189 332 799 650 59S 813 528 820 528 5K :390 517 719 317 203 7592 28S 117 72 4 eel t7 2z 7 z 56 72 23 16 24 27 75 188 9 ego is m a AVERAGE WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) 27 12 12 12 20 60 274 777 410 402 137 167 447 164 518 S70 807 507 473 334 774 190 ,1DT 179 92 7111 AXLE -FACT ORED (VEHICLES) AVG WEEKDAY HOUR (FACTOR USED 1 00 I 27 12 12 .12 20 60 214 777 410 402 137 467 1J7 461 516 570 603 507 . 477 734 774 190 ApT 176 92 7111 SEASONALLY FACTORED HRS DAYS AVG %AVG FACTORED % FACTORED SEASONAL ' COUNTED COUNTED NI HR DAY HI HOUR DAY FACTOR ESTIMATED MDT 1-WAY COUNT 166 B 603 6.5% 603 8.5% 1.178 6039 LOCAL ROAD# 0480 ON FROM YOUNGS AVENUE ..~. ~...... /~9A~Ab __... ._-___ ~~.. ~.~~ TO SR 25 New Yozk State Department of Transportation f ~() •~' PGM. VERSION 3.3 / 3.7 C O V E R A G E A N D S P E C I A L C O U N T H O U R L Y R E P O R T ~Yj RC 07 STATION B1J- ROUTE END MILEPT LOCATION: OSBORN AVE YOVNG AVE TO SOVND AVENVE COUNT TAKEN E/ 4/97 WEER/YA J2 FACTOR GROUP 40 SECTION LENGTH REPERENCE MKA: NA # CHANNELS 1 TUBE FEDERAL DIR. 1 FUNCTIONAL CLASS OB BIN NVMBER: HPMS NVI4BER: RECORDER PLACEMENT; RECORDER SERIAL #: MODULE EERIAL #: 0000 NOTES: CHAN-A: NB OSE ORN BET YOUNG 6 SOUND ADDITIONAL DATA: 12 1 2 3 9 5 6 7 8 9 1D 11 12 1 2 3 9 5 6 7 B 9 30 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO 70 TO DY D D 1 2 3 9 5 6 7 B 9 10 11 12 1 2 3 4 5 6 7 E 9 10 11 12 DAY HI HI MO W R ~ PM TOTAL COUNT HOVR 4 1 1 126 97 62 67 65 57 43 32 17 13 9 5 2 1 5 1 1 2 5 19 27 JS J4 53 96 67 108 E1 B1 89 94 93 .46 57 97 35 2E 13 1059 108 17 6 3 1 3 3 1 0 5 13 26 32 40 50 5] 64 105 126 97 62 D) N A V E R A G E W E E % D A Y H O U R (MON 6AM THRU FRI 12 NOON) 4 2 1 1 5 14 27 39 37 52 EO 66 107 111 92 71 B1 79 52 50 40 26 19 11 102 A% L E - F ACTOR E D (VEHICLES) A V p W E E K D A Y H O U R (FACTOR USED 0.991) 9 2 1 1 5 19 27 )9 37 52 50 65 106 110 91 70 BO 7B 52 50 90 26 19 11 105 HRS COUNTED 51 DAYS AVG COUNTED HI HA 7 111 t AVG DAY lO.Bt FACTORED HI HOUR 110 t FACTORED DAY 10.7} SEASONAL FACTOR 1.186 SEASONALLY FACTORED ~~... •••••••.•••••••. • EST. AADT • 1-WAY COUNT B64 ..•........ u•.•••u. New York State Department of Transpoztation PGM. VERSION 3.3 / 3 J C O V E R A G E A N D S P E C I A L C O V N T H O U R L Y R E P O R T RC D7 STATION B1J ROUTE END'MSLEPT LOCATION: OSBORN AVE YOUNG AVE TO SOUND AVENUE COUNT TAKEN S/ 9/97 WEEK/YR 32 FACTOR GROVP 90 SECTION LENGTH REFERENCE MKR: NA R CHANNELS 1 TUBE FEDERAL DIR. 5 FUNCTIONAL CLASS p7 EIN NUFIDER: HPMS NVMBER: RECORDER PLACEMENT: RECORDER SERIAL 8: MODULE SERIAL p: 0000 NOTES: CHAN-A: SB OSBORN BET YOUNG 4 SOUND ADDITIONAL DATA: 12 1 2 3 4 5 6 7 B 9 10 11 12 1 2 3 4 5 6 7 B 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 4 5 6 7 B 9 10 11 12 1 2 7 4 5 fi 7 8 9 10 11 12 DAY HI HI MO W R AM PM TOTAL COUNT HOUR 9 1 2 96 87 82 93 93 78 83 73 35 35 9 5 2 2 3 3 9 3 8 21 48 62 64 72 71 90 B4 75 80 74 96 75 61 38 23 22 25 3 1105 96 17 6 3 2 9 1 1 2 2 12 31 52 67 59 79 78 71 96 87 B2 AV EAAC E WE E KDAY HOUR (MON 6AM THRU FRI 12 NOON) 4 2 3 7 5 17 40 57 66 66 75 B4 78 B9 BS 79 95 84 70 61 4B 29 30 6 ADT 117fi A K L E - F A C T O R S D VEHICLES) A V C W E E K D A Y H O U R (PACTOR VEED 0.9861 4 2 3 3 5 17 39 96 65 65 7{ B3 77 8B 84 7B 94 B3 69 60 47 29 30 6 1161 HRS COUNTED 51 DAYS AVG COUNTED HI HR 3 95 } AVG DAY B.1} FACTORED NI HOUR 99 }FACTORED DAY E.1} SEABONAL FACTOR 1.186 SEASONALLY FACTORED •••••••••••••••••••• • • EST. AADT • 1-WAY COUNT • • 979 •u u•r•»••••••••u• i ~, ~ ) V Y New York State Department of Transpor[at lon 'T~ ~' t/'1~ PGN, VERSION 7.J / 7.5 C O V E R A G E A N D S P E C I A L C O U N T H O U R L Y R E P O R T RC 07 STATION 66T ROUTE /B END MI LEPT S00]66T LOGTION: yOVNGS AVENUE RTE 35 COUNT TAKEN OB/06/96 WEEK/YR 72 FACTOR GROUP JO SECTION LENGTH 0951 REFERENCE M7(A: LH6fi28]562BB p CHANNELS 1 TUBE FEDERAL DIR. 7 FUNCTIONAL CLASS 16 BIN NUMBER: HPMS NUHBER: RECORDER PLACEMEKT: MIDDLE RD, BDO' E of YOVNGS RECORDER SERIAL p: 0029 MODULE SERIAL p: OlAF NOTES: CHAN-A: ADDITIONAL DATA: 12 1 2 7 4 5 6 t B 9 10 11 12 1 2 7 1 5 6 l B 9 10 l 1 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 l 9 5 6 7 B 9 10 11 12 1 2 3 4 5 6 7 B 9 10 11 12 DAY HI HI MO W R N1 PM TOTAL COUNT HOUR 5 1 1 915 471 759 400 7B8 7EB 2B1 1]L 122 96 56 6 2 1 JS 12 5 10 11 97 186 415 759 778 111 154 951 929 762 773 421 421 756 251 195 192 87 55 5869 154 12 7 J 1 28 20 B 6 10 47 219 102 791 JB7 IIB 465 431 127 491 911 127 927 J66 262 217 137 118 60 611E 465 12 B 9 1 26 13 6 6 15 97 22] 401 915 407 422 460 962 91B 78B q09 /]e 44B 791 2B9 245 168 129 5B 6292 462 lJ 9 5 1 qD 1B 12 J 17 68 219 ]82 922 109 451 592 (L J A V E R A G E W E E K D A Y N 0 V R (MON fiAM iHAU FRI 12 NOON) ADT 72 16 8 6 1J 52 220 100 79] 393 426 980 448 920 908 JBB 423 420 )6B 271 206 142 107 60 6102 A X L E - F A C T O R E D (VEHICLES A V C W E E X D A Y H O U R (FACFOR DEED 0.987) ~~ ~~ ADT 32 16 8 6 1J 51 217 ~ )99 1392 388 120i`' 74/~J 492 :415 403 3BJ 416 419 767 267 207 140 106 59 6023 /__ I' ~ _ S E A S O N A L L Y F A C 7 0 R E D HRS DAYS AVG } AVG FACTORED k PACTORED SEASONAL •••••~••••••••••••••• COUNTED COUNTED NI HR DAY HI HOUR DAY FACTOR DI R.DESICN-HR 95 5 4B0 7.9k 971 7.9} EST. AADT • 1.117 (ESTIMATES 1-WAY COUNT J29 5792 • • THIS VALUE • DR2 VALVE DDHV FOR THIS COUNT LOCATION •••••• ............... New York SCa[e Department of Tzanspor Lion C O V E R A G E A N O S P E C I A L C O U N T H O U R L Y RC 07 STATION 66T ROUTE 9B END MILEPT 500766T LOCATION: YOVNCS AVENUE COUNT TAKEN 08/05/96 WEER/YR J2 FACTOR GROUP 30 SECTION LENGTH 0451 q CHANNELS 1 iUDE FEDERAL DIR. 7 FUNCTIONAL CLASS 16 RECORDER PLACEMENT: MIDDLE RD, P00' E of YOIINGS RECORDER SERIAL q: 0029 1~'r ;~~ R E P O R T PGM. VEP.S ION JJ / l.6 RTE 25 REFERENCE MKA: LH562B7562BB EIN NUFp3ER: HPMS NVMBER: NOTES: CHAN-A : MODULE SERIAL q: D2AF ADDITI ONAL DATA: 12 1 2 ] 4 5 6 7 B 9 10 11 12 1 2 3 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO 9 S 6 7 B 9 10 11 DY D D 1 2 ] A 5 6 ] P 70 TO TO TO TO TO TO TO TO MO W R 9 30 11 12 1 2 3 4 5 6 7 B ~ 9 10 11 12 DAY HI HI 5 1 2 PM 6 2 2 73 12 ] 12 TOTAL COVNT HOUR ] 3 2 J7 21 51 156 287 JBl ]97 37] 359 J57 354 799 797 120 105 l89 2 17 17 ] 2J 51 159 261 74] J2J J50 ]6l 795 792 940 129 45 293 148 123 BJ 5561 q20 I] 8 4 2 J6 1J 11 30 22 56 167 287 761 JO1 712 ]14 185 369 J57 26J l18 155 146 92 5790 485 17 9 5 2 49 17 9 10 29 49 lfi 397 905 420 190 /7) 799 939 359 720 178 181 B2 6 276 I61 JJS 361 359 5899 473 17 D1 A V E RAG E W E E K D A Y N O U R (MON 6AM TfIRU FRI 12 NOON) 3] 15 31 10 2J 92 162 2]B J6J J27 Jq8 799 38J 792 920 935 453 397 409 264 298 161 151 B7 ADT se21 A% L E - F A C T O R E D (VEH ICLES) I - -~ A V C W E E K D A Y ~ H O U R (FACTOR USED 0.987 37 15 11 10 27 51 Ifi0 279 798 , 723 ~.,( 79J J44 378 387 915 I - _ _ 129( 9q7~ 792 _ ~:.. 909 261 299 159 149 - 82 ADT 5]99 f015 COVNT ED 99 DAYS AVG COUNTED HI HR 5 45J t AVG DAY 7.Bt FACTORED NI NOUR 997 t FACTORED DAY 7.Bt SEASONAL FACTOR 1.117 S E A S O N A L L Y ~• DIR.DESIGN-HR • (ESTIMATE) F A C 7 0 R E D ••'•"'•••••••••••- EST. AADT • 1-HAY COUNT • THIS VALUE • DR1 VALUE DDfN J19 ' FOR TH75 COUNT LOCATION •• 5194 • ••••. ...........•.. New t'ork State Department of Transportation ~~ •~ v/ -~ PGM. VERSION 3.3 / 3.7 C O V E RAG E A N D S P E C I A L C O U N T H O U R L Y R E P O R T ~' ) RC 07 STATION 98J 'ROUTE END MILEPT" LOCATION: MAZN RD ROCKY POINT RD' TO OLD ORCHARD ROAD COUNT TAKEN B/20/96 WEEK/YR 74 FACTOR GROUP 40 SECTION LENGTH REFERENCE MKR: NA k CHANNELS 1 TUBE FEDERAL DIR. 7 FUNCTIONAL CLABS O6 BIN NUPIDER: HPMS NUFIBER: RECORDER PLACEMENT: RECORDER BERIAL R: MODULE BER IAL H: 0000 NOTES: C1VW-A: EB MAIN RD. BET ROCKY POINT 6 OLD ORCHAR ADDITIONAL DATA: 12 1 2 3 9 5 6 7 8 9 30 11 12 1 2 3 4 5 6 7 B 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 4 5 6 7 B 9 10 11 12 1 2 3 9 5 6 7 B 9 10 11 12 DAY HI HI MO W R ~ 20 2 1 PM TOTAL COUNT HOUR 259 219 202 179 103 B] ]0 37 19 21 3 1 1B 4 6 7 2 22 134 235 206 242 225 273 236 225 22B 220 211 217 132 106 75 68 77 31 3160 273 12 22 9 1 9 6 3 3 10 25 159 213 194 298 292 2]7 267 220 239 247 239 204 181 143 B1 65 53 29 3397 29B 10 23 5 1 11 7 0 2 4 27 19B 292 208 297 273 O1 A V EAAG E WEEKDAY HOUR ~MON 6AM THRU PRI 12 NOON) 13 6 6 4 5 25 199 230 203 266 247 275 252 223 234 240 223 20B 164 117 B1 68 42 2S 3306 A X L E - F ACTOR E D (VEHICLES) A V G W E E K D A Y H O U R (FACTOR USED 0. 9BB) 13 6 6 4 5 25 147 227 201 267 24l 272 249 220 231 237 220 206 162 116 80 67 ADT 91 25 3267 HRS COUNTED 68 DAYS AVG COUNTED HI HR 9 275 } AVG DAY 8.3} FACTORED NI NOUR 272 } pACTOREO DAY 8 3} SEASONAL FACTOR 1.186 SEASONALLY FACTORED .~•~••••••••••••••••• • EST. AADT + 1-WAY COUNT • 2755 au ur•: •••~••••h•••• P .;,, - New York State Department of Transportation ~' ~'~ PGM. VERSION 3.3 / 3.7 C O V E R A G E A N D S P E C I A L C O U N T H O U R L Y R E P O R T )~~ ' 'RC 07 STATION BBJ AOOTE END MILEPT LOCATION: MAIN RD ROCKY POINT RD' TO OLD ORCHARD ROAD COUNT TAKEN 8/20/96 WEEK/YR 34 FACTOR GROUP 40 SECTION LENGTH REFERENCE MKR: NA W CHANNELS 1 TUBE FEDERAL DIR. 7 FVNCT IONAL CLAES 06 BIN NVMBER: X PMS NU6®ER: RECORDER PLACEMENT: RECORDER SERIAL q: MODULE SERIAL N: 0000 NOTES: CHAN-A: WR MAIN RD. BET ROCKY POINT 6 OLD OCHARD ' AOOITIONAL DATA: 12 1 2 3 4 5 6 ] E 9 10 11 12 1 2 3 9 5 6 ] B 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 4 5 6 ] 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 DAY HI HI MO W R ~ 20 2 2 PM TOTAL COUNT HOUR 271 295 179 397 150 228 93 B1 q2 21 3 2 B 5 5 2 5 1] 44 101 161 143 364 209 222 213 296 248 282 173 307 136 235 85 50 93 3149 307 19 22 9 2 10 5 3 1 B 13 44 102 119 149 195 181 205 271 311 253 232 261 335 171 284 94 130 97 3419 335 19 23 5 2 '! 6 3 3 7 17 48 E6 147 160 263 J O A V E RAG E WE E KDAY HOUR )MON 6AM THRU FRI 12 NOON) 8 5 4 2 5 16 45 96 142 149 207 193 214 292 304 257 270 204 330 152 299 91 B7 44 3316 A% L E - F A C T O R E D (VEHICLES) A V G W E E K D A Y H O U R )PACIOR USED 0.988) 8 5 4 2 5 16 99 95 140 197 205 191 211 279 300 254 267 202 326 150 296 90 86 93 3276 NRS COUNTED 68 DAYS AVG COUNTED HI HA 9 330 t AVG DAY 10.01 FACTORED HI NOUR 326 k FACTORED DAY lO.Ot SEASONAL FACTOR 1.186 SEASONALLY FACTORED .. ~~~~~~~~~~~~~~~~ ~ EST. AADT • 1-WAY COUNT • Z76Z J New york Stale Department of 1'ranspor[a[ion ~~ ~~/ ,r~}~ PGM. VERSION 3.3 / 3.7 C O V E R A G E A N D S P E C I A L C O U N T H O U R L Y R E P O R T F!'J°' RC 07 STATION" B9J ROUTE END MILE PT LOCATION: RT 35 ORIENT BEACH Rn TO FERRY PARKING LOT COUNT TAKEN 8/16/96 WEEK/YR 33 FACTOR GROUP 40 SECTSON LENGTH REFERENCE MXR: NA # CHANNELS 1 TUBE FEDERAL DIR. 3 FUNCTIONAL CLASS O6 BIN NUMBER: HPMB NUFIBER: RECORDER PLACEMENT: RECORDER SERIAL #: MODULE SERIAL #: 0000 NOTES: CHAN-A: EB MAIN ROAD BET ORIENT BEACH\FERAY PARK ADDITIONAL DATA: 12 1 2 3 4 5 6 7 6 9 10 11 12 1 2 3 4 5 6 7 E 9 30 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D 0 1 2 3 q 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 B 9 10 11 12 DAY HI HI MO W R ~ PM TOTAL COUNT HOUR 16 5 1 170 126 149 117 120 107 E1 53 1E 9 17 6 1 0 2 2 0 3 16 125 120 161 179 169 175 189 141 225 156 132 112 115 7B 82 39 10 10 2291 225 15 1B 7 L 1 2 1 0 1 7 134 117 150 170 182 308 222 209 292 296 728 202 165 131 105 47 10 5 3035 328 17 19 1 1 3 0 0 2 3 10 1J0 147 129 180 169 150 169 123 150 103 115 BB 90 79 35 19 6 6 1892 180 10 20 2 1 0 2 1 0 2 B B7 169 121 183 143 143 114 B9 124 116 96 90 70 49 29 19 9 4 1653 187 10 21 3 1 0 7 2 2 1 19 73 147 119 159 121 166 120 99 129 90 98 B9 61 55 25 19 7 4 1603 166 12~ 22 9 1 1 0 1 0 2 12 100 127 116 187 141 136 130 110 133 106 116 78 68 66 27 18 7 0 1682 187 30 23 5 1 1 2 3 1 0 17 109 lfil 138 174 150 175 158 133 169 117 141 126 1J0 109 9J 51 B 5 2166 175 12 29 6 1 2 2 0 0 2 11 126 167 140 177 173 170 160 118 158 117 107 136 105 BE 77 50 4 4 2094 177 10 25 7 1 0 1 1 1 2 19 114 129 138 159 154 198 191 177 262 281 261 160 178 114 76 43 5 2 2661 281 16 26 1 1 0 0 1 0 9 25 113 129 126 170 143 132 136 93 127 90 112 86 63 57 25 20 4 1 1657 170 10 27 2 1 1 1 1 0 1 11 61 120 109 169 114 119 115 78 106 AV E RACE WE E KDAY HOUR (MON 6AM TRRU FRI 12 NOON) 1 2 2 1 1 12 96 192 123 175 139 146 130 98 128 101 107 06 70 61 28 19 6 3 16D7 A K L E - F A C T O R E D (VEHICLES A V G W E E K D A Y H O U R (FACTOR USED - 0.988) 1 2 2 1 1 12 95 140 122 17l 137 144 128 97 126 100 106 85 69 60 28 19 ADT 6 7 1657 HRS COUNTED 169 DAYS AVG COUNTED HI H)I 6 175 k AVG DAY 10.9k FACTORED HI HOUR 173 }FACTORED DAY 10.9} EEASONAL FACTOR 1.186 SEASONALLY FACTORED ••«~••••••••••••••• EST. AADT • 1-WAY COUNT • ` 1397 u ••.••aa.••ua•a•••• New York State Department of Transportation ~~ `~~ ~~ PGM. VERSION 3.3 / 3.7 C O V E RA G E A N D S P E C I A L C O U N T H O U R L Y R E P O R T (.J~ RC 07 STAT ION 09 7 ROUTE END MILE PT LOCAT ION: RT 25 ORIENT BEACH RD TO FERRY PARKING LOT CO UNT TAKEN B/16/9 6 WEEK/ Yft 33 FAC TOR GAOUP 40 EECT I ON LENGTH REFERENCE MKR: NA # CHANNELS 1 TUBE FEDERAL DIR. 7 FVNCT IONAL CLASS 06 BIN NUMBER:- NPMS NUM1IDER: RECORDER PLACEMENT; RECORDER SERIAL p: MODULE BER IAL q: 0000 NO TES: CHAN-A: WB MAIN BET ORIENT B EACH 6 FERRY PARKING ADDITIONAL DATA: DY MO 16 17 10 19 20 21 22 23 29 J 25 N 26 27 D D W R 5 2 6 2 7 2 1 2 2 2 3 2 9 2 5 2 6 2 7 2 1 2 2 2 12 TO 1 1 5 0 0 7 0 1 1 3 0 2 1 TO 2 2 2 1 4 2 1 J 3 1 1 0 2 TO 3 2 0 1 0 2 0 1 1 0 2 1 3 TO T 9 0 1 2 0 2 0 2 0 2 2 1 4 O 5 1 2 0 2 0 1 0 1 1 0 1 5 TO 6 5 1 2 2 0 2 5 1 4 7 4 6 TO 7 AM 12 12 12 7 30 30 11 8 21 19 12 7 TO B 4 99 30 12 19 10 28 25 67 29 24 B TO 9 9 39 72 59 54 99 60 103 60 B1 s7 9 TO 10 6 75 59 77 52 52 67 106 61 71 47 10 TO 11 67 110 102 83 67 60 130 76 134 104 71 11 TO 12 29 90 111 7B 107 91 107 290 165 110 72 12 TO 1 79 200 167 122 115 127 196 159 205 199 124 1 TO 2 32 173 109 90 100 131 112 333 177 104 72 2 TO 3 18B 218 317 189 151 162 172 182 22B 25B 169 141 3 TO 4 110 165 194 139 113 100 308 104 137 187 114 4 TO 5 190 1B5 159 133 152 132 129 194 172 274 132 5 TO fi 111 170 277 137 12B 150 109 16B 1B8 232 159 6 TO 7 PM 196 179 230 189 199 170 199 172 191 237 154 7 TO 8 192 163 174 149 100 102 7B ll9 100 172 119 8 TO 9 178 143 174 160 15B 167 230 195 215 267 169 9 i0 10 115 BS 140 69 82 57 73 12B 106 111 90 30 TO 11 190 112 131 65 40 40 86 131 B1 136 63 11 TO 12 5B 21 SB 22 21 2B 32 99 47 q3 16 AY TOTAL 2290 2624 1801 5640 1691 1725 2080 2322 2774 1859 I COUNT 21B 317 109 199 170 230 195 290 279 169 I HOUR 15 15 19 19 19 21 21 12 17 15 A V ERAGE W EE KDAY NOUR (MON 6AM TNAU FRI 12 NOON) AOT 1 2 1 1 1 3 12 22 61 54 BB 97 137 98 163 111 136 137 182 108 176 74 59 24 1744 A %L E- F A C T O R E O (VEHICLES) A V C W E E K D A Y H O U R (FACTOR USED. 0.988) ADT 1 2 1 1 1 3 12 22 60 53 07 96 131 97 161 110 134 135 1B0 107 174 73 SB 24 1723 SEASONALLY FACTORED HRS DAYS AVG k AVC FACTORED i FACTORED SEASONAL ~~..~~~~ COUNTED COUNTED HI HR DAY NI HOUR DAY FACTOR EST.•AADT'•„te 169 B 102 10.41 1B0 10.41 1.186 • 1-WAY COUNT . 1457 to ~~44444a •~t~•~.«. ( ,13 ~1-~ ~~' ;>~ `; New Yozk State Department of Transportation !~',f ~ '~ \,~?1 ~~' PGM. VERSION l.J / 7.7 C O V E R A G E A N D S P E C I A L C O U N T H O U R L Y R E P O R T RC 07 STATION 94J ROUTE END MILEPT LOCATION: DEPOT RD LIRR CROSS TO C.R.46 ~~~ COUNT TAKEN 0/29/9] WEEK/YR 35 FACTOR GROUP 40 SECTION LENGTH REPERENCE MKR: NA BIN NUhffiER: N CHANNELS I TUBE FEDERAL DIR. 1 FUNCTIONAL CLASB 07 HPMS NUMBER: RECORDER PLACEMENT: RECORDER SERIAL M: MODULE SERIAL k: 0000 NOTES: CNAN-A: NB DEPOT BETWEEN LI RR fi C. R.40 ADDITIONAL DATA: 12 1 2 3 9 5 6 ) B 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 4 5 6 7 8 9 10 11 12 1 2 l 4 5 6 7 B 9 10 11 12 DAY HI HI MO W R AM PM TOTAL COUNT HOUR 24 ] 1 59 69 96 72 71 98 90 10J 57 41 9B 27 B 8 10 25 1 1 3 6 l 1 9 23 9I 6fi 75 SE 89 7H 74 70 75 96 93 59 61 95 24 26 19 13 1109 96 16 26 2 1 J 4 2 3 1 24 27 60 B4 73 97 J W A V E RAGE WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) AOT 3 9 2 3 1 24 35 63 60 66 93 7B 74 70 75 96 93 59 61 95 24 26 19 13 1107 A X L E - F ACT O R E D (VEHICLESI A V G W E E R D A Y N O U R (FACTOR USED ~ 0.966) ADT 3 4 2 3 1 29 35 62 79 65 92 77 73 69 74 95 92 59 60 44 24. 26 19 13 1099 SEASONALLY FACTORED HRE DAYS AVG t AVG FACTORED t FACTORED SEASONAL ......... u.......... COUNTED COUNTED HI HA DAY HI HOUR DAY FACTOR • EST. AADT • 35 2 96 8.7t 95 E.7t 1.166 • 1-WAY COUNT 922 ..................u. 11 I, `j \{~ 1~1'.~ ill 'I~~ ~ 1 i~• _._ New York S[a[.e Department of Transportation I `~~' PGM. VERSION 7,3 / 7,7 C O V E R A G E A N D S P E C I A L C O U N T H O U R L Y R E P O R T RC 07 STATION 94J ROUTE END MILE PT LOCATION: DEPOT LA LIRR CROSS TO C.R.48 COUNT TAKEN 8/29/97 WEEK/YR 35 FACTOR GROUP 40 SECTION LENGTH REFERENCE MKR: NA % CHANNELS 1 BIN NVt~ER: TUBE FEDERAL DIR. 9 FUNCTIONAL CLASS 07 NPMB NVPIDER: RECORDER PLACEMENT: RECORDER SERIAL q: MODULE SERIAL q: 0000 NOTES: CHAN-A: SB DEPOT BETWEEN LIRR & C.R.48 ADDITIONAL DATA: 12 1 2 3 9 5 6 7 B 9 10 11 12 1 2 3 9 9 6 7 B 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 q 5 6 7 8 9 10 11 12 1 2 3 4 9 6 7 B 9 10 11 12 DAY HI HI MO W R AM PM TOTAL COUNT NOUR 24 7 2 91 B1 E6 97 94 E7 92 E9 69 66 95 31 26 18 7 25 1 2 3 7 2 1 9 36 46 89 76 80 79 97 90 93 BO 87 123 81 98 70 3B 35 13 21 1280 123 17 26 2 2 11 7 3 3 3 19 92 fib 81 E9 105 J A A V E RAG E W E E K D A Y N O U R (MON 6AM THAV FRI 12 NOON( AOT 11 7 3 3 3 14 44 76 79 ES 90 97 90 93 BO B7 123 B1 68 70 3B 39 13 21 1300 AK L E - FACTORS D (VEHICLES( AVG WEBKDAY HOUR FACTOR USED .0.986( ADT 11 7 3 3 7 14 47 79 78 B4 B9 96 89 92 79 86 121 80 57 69 37 39 13 21 1289 SEASONALLY FACTORED HRS DAYS AVG } AVG FACTORED } pACTORED SEASONAL ...a....r•...•....... COUNTED COUNTED HI HR DAY NS HOVR DAY FACTOR • EST. AADT 35 2 127 9.6k 121 9.4} 1.186 • 1-WAY COUNT ' 1083 • rrr rrrerrr.rrr.r••ara New York State Department of Transportation C ~~~ PGM. VERSION 3.3 / 3.7 C O V E RAG E A N D S P E C I A L C O U N T H O U R L Y R E P O R T RC 07 STATION 90J ROUTE END MILE PT LOCATION: DEPOT LA LIRR CROSSING TO MIDDLE ROAD C.R.gB COUNT TAKEN B/13/97 WEEK/YR 33 FACTOR GROUP 40 SECTION LENCTN REFERENCE MKR: NA q CHANNELS 1 TUBE FEDERAL DIR. 1 FVNCT IONAL CLASS O7 HIN NVMHER: NPMS NUMBER: RECORDER PLACEMENT: RECORDER SERIAL q: MODULE SERIAL q: 0000 NOTES: CHAN-A: NB DEPOT BETWEEN LIRR fi C.R.9B ADDITIONAL DATA: 12 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 9 5 6 7 B 9 10 11 TO TO TO TO TO TO 70 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 9 5 6 7 6 9 10 11 12 1 2 3 4 5 6 7 B 9 10 13 12 DAY HI HI MO W R ~ PM 70TAL COUNT HOUR 13 3 1 98 SE 102 B1 113 79 73 70 34 29 25 14 14 4 1 6 1 7 3 5 7 90 67 9B 91 B1 96 96 91 92 91 95 94 110 B3 4B 25 21 21 1356 110 19 15 5 1 0 2 5 1 4 6 30 66 136 91 101 112 316 127 106 106 132 111 107 B1 61 3J 31 19 1987 136 g 16 6 1 14 B 4 2 2 7 26 99 90 ES ll8 159 126 100 103 97 83 166 E4 62 37 12 17 7 1 J N A V E RAG E WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) 7 2 9 2 5 7 35 62 117 91 91 109 97 90 97 B7 109 E7 92 77 91 27 23 1B 1367 A K L E - F A C T O R E D (VEHICLESI A V C W E E K D A Y H O U R (FACTOR USED 0.9861 7 2 9 2 5 7 35 61 115 90 90 103 96 89 96 86 103 66 91 76 40 27 23 1B ADT 1352 HRS DAYS AVG t AVG FACTORED k FACTORED SEASONALLY FACTORED HEASONAL COUNTED COUNTED HI HA DAY HI HOUR DAY FACTOR •••••••••••••'••••••• 60 3 117 • EST. AADT • 8.6t 115 8.6t 1.186 • 1-WAY COUNT 1190 aH Hfffaaaa af11aa111 ~) '~ NeW York 5[a[e Depar[menC of Transporfa [ion ~ g r~ PGM. VERSION 3.3 / 3 J C O V E R A G E A N D S P E C I A L C O U N T H O U R L Y R E P O R T RC 07 STATION 90J ROUTE END MILEPT LOCATION: DEPOT LA LIRR CROSS ING TO MIDDLE ROA D C.R .48 COUNT TAKEN 8/1]/97 WEEK/YR 73 FACTOR GROUP q0 SECTION LENGTH REFERENCE MKR: NA p CHANNELS 1 TUBE FEDERAL DIR. 5 FUNCTIONAL CLASS 7 BIN NVPIDER: 0 HPMS NVMBER: RECORDER PLACEMENT: RECORDER SERIAL p: MODULE SERIAL A : 0000 NOTES: CHAN-A: SB DEPOT BETWEEN LIRR 6 C.R.9B ADDITIONAL DATA: 12 1 2 3 9 5 6 7 S 9 10 11 13 1 2 3 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO 4 TO 5 TO 6 7 6 9 10 11 DY D D 1 2 3 9 5 6 ] B TO TO TO TO TO TO 9 10 11 12 3 2 3 4 5 6 7 B 9 10 MO W R AM 11 12 DAY HI HI 13 7 2 B] 9B 93 105 96 91 PM 63 TOTAL COUNT HOUR 19 9 2 10 5 1 6 3 15 36 ]7 99 99 96 99 97 89 E9 95 45 30 1] lq 15 5 2 14 3 3 1 2 17 44 66 B] 156 91 119 120 84 115 42 27 33 17 1455 120 18 16 6 2 3 " 100 129 131 103 111 119 11B 106 69 107 fi7 91 40 21 1 13 / 7 2 1] 41 39 BS 109 140 120. 103' 117 110 106 95 93 1636 156 10 17 7 2 96 18 15 7 7 9 43 131 160 119 68 69 93 SJ 46 1660 190 11 J O) A V E RAG E WE E KDAY HOUR (MON 6AM THRU FRI 12 NOON) 12 4 2 q 3 14 90 )2 93 12B 98 112 92 91 E9 98 108 106 74 BO 94 27 25 16 1432 A% L E - F A C T O R E D )VEHICLES) A V G W E E K D A Y H O U R (FACTOR USED 0.986) 12 4 2 4 3 19 39 71 92 126 97 110 91 90 BB 97 106 105 73 79 43 27 25 16 ADT 1914 HRS COUNTED 60 DAYS AVG COUNTED HI HR 3 128 k AVG DAY 8.9k FACTORED HI HOUR 126 k FACTORED DAY 8. 9Y SEASONAL FACTOR 1.186 SEASONALLY FACTORED •+•.••+•. u+•.•••+••• • EST. AADT + • 1-WAY COUNT • 1192 • ••+••H+•u••u ••+fu 7S c=!'~ New York State Depaztment of Transportation PGM. VERSION 7.3 / 3.7 C O V E RAG E A N D S P E C I A L C O U N T H O U R L Y R E P O R T RC 07 STATION 917 ROUTE END MILEPT LOCATION: CR 49 TUCKER LANE TO HORTON LANE COUNT TAKEN e/ B/9] WEEK/YR 32 FACTOR GROUP 40 SECTION LENGTH REFERENCE MKRk NA & CHANNELS 1 TUEE FEDERAL DIR. 3 FUN BIN NUMBER: CTIONAL CLAES 06 HPMS NUDIDER: RECORDER PLACEMENT; RECORDER EEAIAL N: MODULE EER IAL q: 0000 NOTES: CHAN-A: EH MIDDLE BET TUCKER 6 HORTON ADDITIONAL DATA: 12 1 2 3 9 5 6 7 8 9 10 11 12 1 2 7 9 5 6 7 B 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 4 5 6 7 B 9 10 11 12 1 2 3 9 5 6 7 9 9 10 11 12 DAY HI NI MO W R ~ PM SOTAL COUNT HOUR B 5 1 531 SJ2 537 563 627 558 984 429 354 322 278 9 6 1 151 71 91 21 10 26 66 226 29] 39{ 499 640 740 712 697 620 523 455 431 402 305 302 21fi 161 7951 740 13 10 7 1 126 56 27 17 12 15 59 191 267 291 464 539 667 674 561 533 469 416 330 294 271 247 175 90 6693 674 14 11 1 1 69 35 11 9 9 14 77 263 399 400 392 397 427 927 916 396 915 437 919 339 299 159 130 126 5997 437 18 12 2 1 60 31 13 5 E 14 59 229 393 390 409 392 420 419 912 397 424 439 995 797 218 205 152 100 5981 945 19 13 J 1 99 40 12 7 10 9 49 245 430 420 94• 395 412 446 371 392 392 428 940 357 235 159 122 90 5932 946 14 14 9 1 99 69 32 25 17 25 59 167 272 304 459 SB9 669 597 595 491 931 357 325 269 207 170 91 76 fi319 664 13 15 5 1 61 45 19 9 23 20 69 247 397 421 397 927 J J A V E RAG E W E E K D A Y H O U R (MON 6AM THRU PRI 13 NOON) 67 96 19 11 15 17 62 230 374 387 419 438 991 470 436 417 416 414 407 327 227 173 124 99 ADT 6074 A X L E - F A C T O R E D (VEHICLES) A V G W 6 E K D A Y H O U R (FACTOR USED 0.999) 66 45 19 11 15 17 61 227 370 392 417 933 975 464 931 912 411 409 402 323 224 171 123 97 6001 HRS DAYS AVG } AVG FACTORED } FACTORED COUNTED COONTED HI HR DAY HI HOUR DAY 119 6 491 7.9k 475 7.9} SEASONALLY FACTORED SEASONAL +u.u ••.•...+•...... FACTOR EST. AADT . 1.186 • 1-WAY COUNT 5060 4Fii1a1 H 1fa H 1•...at ,~ New York Stale Department of Transportation PGM. VERSION 3.3 / 3.7 C O V E R A G E A N D S P E C I A L C O U N T H O U R L Y R E P O R T RC 07 STATION 91J ROUTE END MILEPT LOCATION: CR 48 TUCKER LANE TO NORTON LANE COUNT TAKEN 8/ 8/97 WEEK/YR 32 FACTOR GAOOP 40 SECTION LENGTH REFERENCE MKR: NA b CHANNELS 1 TUBE FEDERAL DZR. 7 FUNCTIONAL CIASS 06 BIN NUMBER: HPMS NUMBER: RECORDER PLACEMENT: RECORDER SERIAL N: MODULE SERIAL q: 0000 NOTES: CHAN-A: WB MIDDLE BET TUCKER 6 NORTON ADDITIONAL DATA: 12 1 2 7 4 5 6 7 8 9 30 11 12 1 2 J 9 9 6 7 B 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 9 9 6 7 E 9 10 11 12 DAY HI HS MO W R AM PM E 5 2 TOTAL COUNT HOVR 9 6 2 SR 32 20 19 11 41 100 153 309 408 919. 501 502 94) 530 537 501 901 909 786 428 291 312 179 7372 593 19 la 7 2 96 98 34 23 13 29 76 167 247 366 460 931 936 972 993 668 701 774 690 678 696 326 396 124 8762 774 1B 11 1 2 96 11 13 19 26 111 204 336 406 439 482 4fi0 4b0 434 469 904 921 460 446 366 294 191 174 46 6829 521 17 12 2 2 31 18 8 9 18 60 197 278 391 399 )B3 425 931 438 986 491 930 469 473 299 279 106 199 89 6298 930 17 13 3 2 34 15 12 9 22 99 182 309 374 393 449 406 432 486 171 14 < 2 7 29 38 129 271 379 413 496 937 490 494 471 15 9 2 19 92 29 18 23 19 70 113 185 J99 4e4 A V E R A G E W E E K D A Y H O U R (MON 6AM THRU FAI 12 NOON) 28 29 19 11 21 42 196 261 396 J97 450 432 936 491 973 478 926 469 {40 3JJ 267 129 162 69 609 A X L E - F A C T O R E D (VEHICLES) A V O W E E K D A Y N O U R (FAC70R VSED 0.988) 2B 29 19 11 21 91 199 298 392 392 449 927 431 446 967 472 920 499 939 729 264 127 160 64 b3~33 HRS COUNTED 98 DAYS AVG COUNTED NI NR 6 926 } AVG DAY 8.2} PACTORED HI NOUR 920 }FACTORED DAY 8.2} SEASONAL FACTOR l.lBb SEASONALLY FACTORED ••••••••••••••••••••• • EST. AADT • 1-WAY COUNT • 9390 • •f •f ••••f ••Y••••t•f •• New York State Department of Transpoation ~ ~~.. II fVb PGM. VERSION 3.7 / 3.7 C O V E R A G E A N D S P E C I A L C O U N T H O U R L Y R E P O R T RC 07 STATION 92J ROUTE ENp MILEPT LOCATION~'y0UNG3 AVE HOMMEL AVE' TO MIDDLE ROAD COUNT TAKEN 5/ 5/97 WEEK/YA 32 FACFOR GROUP 10 SECTION LENGTH REFERENCE MKR: NA 5 CHANNELS 1 TOBE FEDERAL DIR. 1 PUNCTIONAL CLASS 07 BIN NUMBER: NPMS NUMBER: RECORDER PLACEMENT: RECORDER SERIAL M: MODULE SERIAL p: 0000 NOTES: CHAN-A: NE YOVNGS eET HOFAtEL 6 MIDDLE AD. ADDITIONAL DATA: 12 1 2 3 4 5 6 7 B 9 10 11 12 1 2 3 9 5 6 7 S 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 9 5 6 7 B 9 10 11 12 1 2 3 4 5 6 7 5 9 10 11 12 DAY HI HI MO W R AM PM 0 5 1 TOTAL COUNT HOUR 137 127 138 124 120 115 BO 63 92 39 21 13 9 6 1 11 2 1 2 6 10 23 64 99. 105 183 162 145 145 119 111 101 SO 75 {4 93 32 22 25 1611 1B3 11 30 7 1 5 1 1 0 3 9 15 49 68 87 99 115 105 101 91 90 67 59 47 39 54 21 14 14 1152 115 12 11 1 1 6 1 0 0 5 5 29 47 56 125 110 130 113 123 103 107 95 75 65 50 33 20 11 9 1357 130 12 12 2 1 1 3 1 0 3 7 21 93 76 106 90 119 106 114 120 95 109 93 71 52 33 20 11 5 1305 120 15 13 3 1 5 0 0 D 6 3 29 52 B3 96 93 125 104 105 106 115 117 97 71 52 25 22 13 5 1333 125 12 19 4 1 1 4 0 1 6 9 25 57 92 03 113 115 115 95 134 118 120 57 74 57 47 30 13 12 1406 139 15 15 5 1 9 2 1 2 7 5 30 51 97 121 121 132 J A V E RAC E W E E K D A Y H O U R (MON 6AM THRU FRI 13 NOON( 7 2 1 1 6 5 27 50 87 106 105 124 110 110 116 110 111 BB 71 53 35 23 12 9 AOT 1365 A X L E - F A C T O R E D (VEHICLES( A V G W 6 E K D A Y H O U R (FACTOR USED 0.956) 3 2 1 1 6 5 27 99 B6 105 104 122 106 105 114 lOB 109 87 70 52 35 23 12 9 ADT 1346 HRS COUNTED 120 DAYS AVG COUNTED HI HR 6 124 } AVC DAY 9.1} FACTORED HI HOUR 122 }FACTORED DAY 9.1} SEASONAL FACTOR 1.186 SEASONALLY FACTORED .....•.•......... •~•• ' EST. AAI1T • • 1-WAY COUNT 1135 ...e...•..u.u.a.u r/ / / New York State Department of Transportation G S ~ C O V E R A G E A N D S P E C I A L „ PGM. VERSION 3.7 / 3.7 C O U N T H O U R L Y R B P O R T AC 07 STATION 92J ROUTE END MILEPT LOCATION: YOUNGS AVE H ' OMMEL AVE TO MIODLB ROAD COUNT TAKEN B/ B/97 WEEK/YR 32 FACTOR GROUP 40 SECTION LENGTH REFBRENCB MKR: NA # CHANNELS 1 TUBE FEDERAL DIR. 5 FUNCTIONAL CLASS 0 BIN NUMBER. 7 HPMS NUMBER: RECORDER PLACEMENT: RECORDER EERIAL K: MODVLB SERIAL k: 00 NOTES: CHAN-A: SB YOVNGS BET H OhAtEL 6 MIDDLE RD. 00 ADDIT IONAL DATA: 12 1 2 J 4 5 6 7 8 9 10 11 12 1 2 3 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO 9 TO 5 T 6 7 8 9 10 11 DY D D 1 2 3 4 5 6 7 B 9 10 O TO TO TO TO TO TO MO W R ~ 11 12 1 2 3 q 5 6 7 B 9 10 11 12 DAY B 5 2 PM HI HI 9 6 2 9 6 6 1 132 128 117 11B 133 112 92 52 50 31 2 TOTAL COVNT HOUR 10 7 2 0 1 0 1 12 93 6B 68 77 - B7 110 11B 11E 83 95 75 72 36 33 30 6 12 0 0 1 3 6 42 56 66 83 92 95 B9 63 63 76 65 9 5 1172 118 lq 11 1 2 B 1 1 2 5 15 2q 42 61 67 114 113 117 64 50 52 3B 17 17 1061 95 13 12 2 2 6 4 2 0 0 8 20 56 71 69 65 101 90 B1 65 51 31 32 19 14 2 1181 117 13 3 2 5 1 2 0 81 112 103 106 100 110 105 97 75 40 29 22 14 13 19 4 Z 7 22 52 82 79 95 80 107 103 108 112 109 101 E6 7 6 1236 112 12 2 6 2 0 8 0 S 9 9q 65 65 88 108 97 102 77 5 34 16 1 5 1266 112 16 15 5 2 0 2 8 4 3 3 19 90 79 85 115 122 99 107 10S 87 56 24 13 29 1 1195 108 12 O A V E RAG E WE 8 KDAY NOUR (MON 6AM THRU FAI 12 NOON) ' 4 2 3 3 1 6 16 17 76 77 99 107 106 99 97 103 101 93 75 46 30 18 13 q ADT 1228 A X L E - F A C T O R S D (VEH ICLES) A V G W E E K D A Y H O U R (PACTOR USED 0.996) 9 2 3 3 1 6 16 96 75 76 9& 106 105 98 96 102 100 92 74 45 30 1E 13 q ADT 1215 HAS COUNTED 120 DAYS AVO COVNTED HI HA 6 107 k AVG DAY 8,7} PACfOREO HI HOUR 106 }FACTORED DAY B.7} SEASONAL FACTOR 1.186 SEASONALLY FACTORED ••••••••••••••••••••• • EST. AADT • 1-WAY COUNT • 1029 • H 1•f••••••.••••••••• ro New York State Departmen. Trersportation RC/STATION 079050 COVERAGE AND SPECI AL COUNT HOU PGM. VER610N 3,h v RLY R EPO RT LOCAL ROAD # ERR SECTION FROM : EB NYS RTE 25 MILEPOINT NHS COUNTY : S UFFOLK F LIE I S FEDERAL DIR. 3 FACTOR GRP 29 FUNCT ONAI CLASS 06 HPMS NUMBER: ERR • ••+• BIN NUMBER : COUNT DATE : 7/ 6/98 WEEK OF YR 28 RECORDER PLACEMENT: - REFERENCE MKR: NONE Noyes: EB NYS RTE25 WEST OF LIE I NTERCHANGE TUBE COUNT RECORDER SERIAL ~: ADDITIONAL DATA: 12 TO 1 TO 2 TO 3 / 5 TO TO TO 6 TO 7 TO 8 9 TO TO 10 11 12 TO TO TO 1 2 TO TO 3 4 5 B 7 8 9 10 11 DV O D 1 2 3 4 5 6 7 8 9 10 11 12 1 2 TO TO TO TO TO TO TO TO TO MO W R AM 3 4 5 8 7 8 8 10 11 12 DAY HI HI 6 1 7 z 1 t 42 26 17 18 48 FM TOTAL COUNT HOUR 6' 3 1 32 T3 T8 87 21 4 237 432 564 546 548 530 546 509 473 418 433 383 282 278 169 122 116 54 9 < t 28 22 32 2 66 2 248 421 570 818 478 465 513 512 483 401 469 371 278 231 170 128 91 49 fifi7s 564 9 1o s 1 43 28 23 9 33 102 263 420 514 527 516 543 538 538 488 463 462 453 314 344 217 157 114 67 6629 570 g 11 s i 80 29 27 27 57 82 240 402 558 844 572 552 486 SOT 512 476 438 422 347 313 198 180 129 90 7165 s43 1z 7z 7 1 61 48 29 19 49 83 1 761 271 385 449 540 572 576 571 507 472 .450 404 335 297 183 146 132 107 71ss 555 9 13 t t 35 3 8 13 37 92 171 242 331 526 547 545 557 499 385 308 248 226 165 132 107 90 seas 576 13 1a 2 t 41 9 18 16 26 37 73 258 399 616 568 564 560 509 503 448 434 401 384 296 293 186 131 81 56 sa51 ss7 to 24 15 41 88 255 433 567 660 619 571 65 6933 sib 9 37 23 25 AVERAGE 22 44 85 250 WEEKDAY HOUR 418 564 561 540 510 (MON 6AM THRU FRI 12 NOON) 527 516 473 429 430 387 300 283 184 132 98 57 6925 37 23 25 AXLE -FACT 22 43 84 247 0 R E D (VEHICLES) A V G WEEKDAY HOUR 413 557 554 534 534 521 510 467 424 425 382 (FACTOR USED 0.988) ADT 296 280 182 130 97 56 6843 HRS COUN7E0 189 DAYS qVG COUNTED HI HR 9 564 Y. AVG FACTORED DAY HI HOUR 8.1% 557 XFACTORED SEASONAL DAY FACTOR 8.1% 1.049 SEASONALLY FACTORED ESTIMATED AADT 1-WAY COUNT 6523 LOCAL ROAD # ON STATION: O79OSO COUNT DATE: 7/ 6/98 FROM EB NYS RTE 25 ST. DIR: 1 RECORDER PLACEMENT: TD WEST OF LIE INTERCHANGE New York State Department ransportation RC/STATION 079050 COVERAGE AND SPECIAL COUNT HOURLY REPORT PGM. VERSION 3.3/ 3.e LOCAL ROAD # ERR MILEPOINT SECTION FROM: RTE 25 NHS COUNTY: SUFFOLK TO: WEST OF lIE INTERCHANGE ERR •«« FEDERAL DIR. 7 FACTOR GRP 29 FUNCTIONAL CLASS 06 HPMS NUMBER: BIN NUMBER: N COUNT DATE : 7/ 8198 WEEK OF YR 28 RECORDER PLACEMENT: REFERENCE MKR: NONE NOTES: WB NY S R TE. 25 WEST OF LIE INTE RCHANGE RECORDER SERIAL #: TU BE C OUNT ADDITIONAL DATA: 12 70 1 TO 2 TO 3 TO 4 TO 5 TO 8 TO 7 TO 8 TO 9 TO 10 TO 11 TO 12 TO 1 2 3 1 5 8 7 8 9 10 11 OV D D 1 2 3 1 5 6 7 B 9 70 11 1 TO TO TO TO TO TO TO TO TO TO TO MO W R qM 2 1 2 3 1 5 8 7 6 9 10 11 12 DAV HI HI 6 7 1 z 2 z 45 21 PM TOTAL COUNT H OUR a 3 z 17 11 29 64 127 266 310 293 342 424 458 464 475 624 567 601 414 356 292 266 12 37 21 25 9 22 59 125 280 309 283 323 373 460 429 494 549 541 567 384 295 2 27 - 72 6662 624 16 s a z 45 27 15 16 29 66 114 292 306 299 307 388 478 473 488 538 590 611 456 37 6 237 131 75 saoa 567 1a 1o s z 43 22 20 26 37 67 115 253 300 321 337 383 438 440 473 510 569 613 41 8 368 351 169 86 6692 611 16 11 e z 66 42 39 32 28 59 67 168 205 289 363 400. 455 430 418 463 462 464 8 4 384 261 328 161 99 6616 613 18 1z 7 z 120 64 28 25 15 38 59 80 150 178 237 297 365 421 421 446 449 4 25 366 261 305 225 171 ezza 4sa 16 13 1 z 41 16 12 14 29 73 135 258 321 303 360 389 476 462 490 553 617 04 6 352 423 284 179 131 68 sz3e aas 17 1a 2 2 45 23 18 18 24 66 128 269 322 326 360 418 03 395 347 302 291 136 79 s7oz s17 17 43 23 A V E R A G E 19 16 28 65 124 W E E K D A Y H O U R (MON 6AM THRU FRI 12 NOON) 270 311 304' 338 396 468 457 487 563 579 592 417 351 304 283 139 77 6654 42 23 AXLE • FACT 19 16 28 64 123 ORED (VEHICLES) AVG WEEKDAY HOUR 267 307 300 334 391 462 452 481 556 572 585 (FACTOR USED 0.988) ApT 412 347 300 280 137 76 fi574 HRS COUN 169 DAYS AVG TED COUNTED HI HR 9 592 % AVG FACTORED % FACTORED SEASONAL DAV HI HOUR DAY FACTOR 8.9% 585 8.9% 1.049 SEASONALLY FACTORED ESTIMATED AADT 1-WAY COUNT 6267 LOCAL ROAD # srarloN: 079050 ON COUNT DATE: 7/ 6/98 FROM RTE 25 TO WEST OF LIE INTERCHANGE S7. DIR: 2 RECORDER PLACEMENT: o T tb w New York St t D a e epartment ~r Transportation RC/STATION 079051 COVE RAGE ANO SPECIAL COUNT HOURLY REPORT PGM. VERSION ~ 3.31 a.9 LOCAL ROAD # ERR SECTION FROM : EB SOUN D AVE MILEPOINT NHS COUNTY: SUFFOLK TO : WEST OF OSBORNE AVE FEDERAL DIR. 3 FACTOR GRP 29 FUNCTIONAL CLASS 07 HPMS NUMBER: ERR ~+«• . BIN NUMBER: COUNT DATE : 7/ 6/98 WEEK OF YR 28 RECORDER PLACEMENT: REFERENCE MKR: NA NorES: EB S OUND AVE., WEST OF OSBOR NE AVENUE TUBE COUNT RECORDER SERI AL #: ADDITIONAL DAT A: 12 TO 1 TO 2 TO 3 4 TO TO 5 TO 8 TO 7 TO 8 9 10 11 12 TO TO TO TO TO 1 TO Z TO 3 4 5 6 7 6 9 10 11 DV 0 D 1 2 3 4 5 8 7 6 9 10 11 12 1 2 TO ' TO TO TO TO TO TO TO TO MO W R AM 3 a S 6 7 B 9 10 71 12 DAV HI HI s 1 7 2 1 1 23 255 251 287 RM 221 138 127 93 50 3 TOTAL COUN7 HOUR 8 9 6 10 13 57 173 269 337 284 264 354 350 258 297 298 304 276 224 149 107 73 5 3 9 i 32 4 8 5 10 50 154 271 317 196 243 258 276 263 239 241 264 173 212 129 63 112 80 4 38 4258 a5a 12 4 1o s 1 1 29 27 16 9 4 15 49 175 272 309 276 219 304' 323 289 259 304 314 319 233 168 3 125 105 106 48 4 3629 317 s u s 18 8 4 9 61 178 276 325 292 298 306 335 304 316 334 369 346 286 229 177 158 90 4 a2ss 323 1a 1z 7 1 45 23 22 10 17 46 109 2T6 292 339--437---5'F6 553 479 378 365 315 283 257 185 113 101 103 78 ae14 asa t7 to 1 30 26 17 8 19 44 85 142 196 315 461 605 645 537 423 287 249 249 186 157 137 93 60 szea 55a 1a 1 a 1 25 13 6 3 11 62 182 267 325 268 344 337 339 320 266 257 283 275 201 170 69 115 88 40 5ozz say 1a 1 2 1 22 12 7 8 13 60 166 251 278 230 278 54 30 42x1 3aa 11 27 12 AVERAGE 8 6 12 55 172 WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) 271 315 256 274 312 322 283 265 271 283 266 218 151 117 ~ 88 63 39 . 4086 27 12 AXLE-FACT 8 6 12 54 169 ORED (VEHICLES) AVG WEEKDAY HOUR (FACT 267 370 252 270 307 317 279 261 267 279 262 215 OR USED 0.985) 149 115 67 62 38 4025 HRS COUN 188 GAYS AVG TED COUNTED HI HR 9 322 %AVG FACTORED Y. FACTORED SEASONAL DAY HIHOUR DAY FACTOR 7.9% 317 7.9Y° 1.049 SEASONALLY FACTORED ESTIMATED MDT 1-WAY COUNT 3837 LOCAL ROAD # srATION: 079051 ON COUNT DATE: 7/ 6/98 FROM EB SOUND AVE TD ST. DIR: 1 RECORDER PLACEMENT: WEST OF OSBORNE AVE d A New York State Department o Transportation RC/STATION 079051 COVERAGE AND SPECIAL COUNT HOURLY REPORT LOCAL ROAD # ERR MILEPOINT NHS SECTION FROM : WB SOUND AVE TO: WEST OF OSBORNE AVE FEDERAL DIR. 7 FACTOR GRP 29 FUNCTIONAL CLASS 07 HPMS NUMBER: PGM. VERSION 3.31 3.8 COUNTY: SUFFOLK ERR »*•• BIN NUMBER: COUNT DATE : 7/ 6/98 WEEK OF YR 28 RECORDER PLACEMENT: REFERENCE MKR: NA NorES: WB SO UND AVE. , WEST OF O SBORNE AVE TUBE COUNT RECORDER SERIAL #: ADDITIONAL DATA: DV D 12 TO 1 TO 2 TO 3 4 TO TO 5 TO 6 TO 7 TO 8 TO 9 TO 10 11 12 TO TO TO 1 TO 2 TO 3 TO 4 TO 5 TO 6 TO 7 TO B 9 10 TO 11 MO W D R 1 2 3 4 5 6 7 A B 9 10 11 12 1 2 3 6 5 6 7 6 TO TO 9 10 11 TO 12 6 1 2 M PM 7 z 2 17 6 3 5 9 56 125 225 182 192 189 130 211 257 268 325 399 389 266 189 195 1 a s 3 z 11 6 3 2 8 53 121 214 237 244 179 232 292 291 327 372 339 367 269 166 92 68 146 101 68 33 42 1o a z 13 7 5 6 11 44 99 193 218 220 212 222 283 156 127 155 176 198 157 134 121 83 67 40 s 2 15 8 8 7 7 34 76 106 115 100 79 126 148 118 151 186 218 149 102 117 115 99 50 11 6 2 18 15 5 5 7 15 46 62 82 107 149 27 12 7 2 13 1 2 14 2 2 OAY HI HI TOTAL COUNT H OUR 3831 399 17 4090 372 16 2947 283 13 14 7 AVERAGE 5 5 9 47 106 WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) 785 188 189 165 178 262 235 241 306 331 344. 244 183 163 102 69 38 3615 14 7 AXLE -FACTORED (VEHICLES) AVG WEEKDAY HOUR (FACT 5 5 9 46 103 182 185 186 163 175 258 231 237 301 326 339 240 OR USED 0.965) qpT 160 161 100 68 37 3558 HRS COUN 116 DAYS AVG TED COUNTED HI HR 9 344 %AVG FACTORED % FACTORED SEASONAL DAY HI HOUR DAY FACTOR 9.5% 339 9.5% 1.049 SEASONALLY FACTORED ESTIMATED AADT i-WAY COUNT 3392 LOCAL ROAD # STATION: 079051 ON COUNT DATE: 71 6/98 FROM WB SOUND AVE TD ST. DIR: 2 RECORDER PLACEMENT: WEST OF OSBORNE AVE Ul New York State Departmen ransportation RC/STATION 079057 COVERAGE AND SPECIAL COUNT HOURLY R EPO RT PGM. VERSION 3,31 3.a LOCAL ROAD # ERR SEC710N FROM : NB ROANOKE AVE MILEPOINT NHS COUNTY : SUFFOLK FEDERAL DIR 1 . TO: SOUTH OF SOUND AVE. ERR «« . FACTOR GRP 29 FUNCTIONAL CLASS 07 HPMS NUMBER: . BIN NUMBER: COUNT DATE : 7/ 6/98 WEEK OF YR 28 RECORDER PLACEMENT: REFERENCE MKR: NA NOTES: NB ROANOKE AVE SOUTH OF SOU ND AVE. TUBE COUNT RECORDER SERIAL #: ADDITIONAL DATA: 12 1 TO TO 2 3 d 5 TO TO TO TO 6 TO 7 a 9 10 11 12 TO TO TO TO TO TO 1 2 3 4 5 6 7 8 D 10 11 DV D D 1 2 3 4 5 8 7 8 9 10 11 12 1 TO TO TO TO TO TO TO TO TO TO TO MO W R AM 2 3 d 5 6 7 a 9 10 11 12 DAV HI HI 6 1 1 7 z 1 16 1 3 2 3 18 160 156 182 172 PM 113 102 TOTAL 107 86 36 2 COUNT HOUR 8 3 1 48 77 88 95 94 142 155 172 176 176 187 186 108 92 8 82 32 s a 1 11 4 5 5 6 16 29 47 96 85 117 130 168 159 10 1 1964 197 17 ro 5 1 19 74 6 5 7 15 42 66 93 92 111 129 198 130 129 142 14 175 171 123 135 101 80 58 31 2011 175 17 n s 1 30 23 9 6 9 17 39 66 105 172 143 203 229 2 144 77 2 148 186 138 135 124 124 86 41 zzos 1sa 13 12 7 1 0 4 2 3 0 13 1 1 14 2 1 AVERAGE 15 6 5 4 5 16 40 WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) 63 92 91 107 134 162 166 155 156 174 177 113 110 92 62 37 22 A0T 2004 AXLE-FACT 15 6 5 4 5 16 39 ORED 62 (VEHICLES) AVG WEEKDAY HOUR 91 80 105 132 160 164 153 154 171 174 (FACTOR USED 0.965) ADT 111 109 91 61 36 22 1975 HRS DAYS AVG COUNTED COUNTED HI HR 111 9 177 %AVG OAY 8.8% FACTORED %FACTOREO SEASONAL HI HOUR DAY 174 8.8% FACTOR 1.049 SEASONALLY FACTORED ESTIMATED AADT 1-wnv COUNT 1883 LOCAL ROAD # ON srnrloN: 079057 COUNT DATE: 7/ 6/98 FROM NB ROANOKE AVE. ST. DIR: 1 RECORDER PLACEMENT TG SOUTH OF SOUND AVE. : t o T New York State Departmen ransportation RC/STATION 079057 COVERAGE AND SPECIAL COUNT HOURLY REPORT PGM.vERSION a.3i 3.e LOCAL ROAD # ERR MILEPOINT NHS SECTION FROM : SB ROANOKE AVE COUNTY : SUFFOLK TO: SOUTH OF SOUND AVE. ERR •»» FEDERAL DIR. 5 FACTOR GRP 29 FUNCTIONAL CLASS 07 HPMS NUMBER: BIN NUMBER: COUNT DATE : 7l 6/98 WEEK OF YR 28 RECORDER PLACEMENT: REFERENCE MKR: NA NOTES: SB ROANOKE AVE. , SOUTH OF SOUND AVE. TUBE COUNT RECORDER SERIAL #: ADDITIONAL DATA: DV D 12 TO 1 TO 2 TO 3 TO 4 TO 5 TO 6 TO 7 TO B TO 8 TO 10 11 12 TO TO TO 7 TO 2 TO 3 TO 4 TO 5 TO B TO 7 T 8 9 10 ii D 1 2 3 9 5 6 7 B 9 10 11 12 1 2 3 4 O TO TO TO TO MO W R AM 5 8 7 8 9 10 11 12 DAV HI HI 6 ~ i 2 2 2 12 1 1 1 RM TOTAL COUNT HOUR e 3 2 35 4 9 4 3 1 7 22 59 102 136 137 130 146 153 85 76 66 89 103 102 101 69 75 55 48 1T s 4 2 6 40 82 151 222 207 163 214 274 253 234 85 100 115 84 81 54 37 30 az 153 t3 18 z 6 B 1 4 6 24 64 110 123 142 106 138 141 92 122 129 113 111 31 zsos z~a 13 10 5 z 150 134 103 145 153 120 11 12 6 ~ z 2 6 7 2 1 11 16 12 0 58 57 72 51 32 27 16 19 20 11 13 1 5 8 6 13 12 16 12 6 11 4 3 13 1 2 ~ 14 2 2 16 7 3 AVERAGE 2 6 29 WEEKDAY 68 121 160 159 HOUR 133 150 (MON 6AM THRU FRI 12 NOON) 189 143 147 102 108 121 81 99 67 58 41 27 2038 18 7 3 A X l E -FA 2 6 29 CTORED (VEHICLES) AVG WEEKDAY 67 119 158 157 131 148 186 141 145 HOUR 100 106 119 (FACTOR USED 80 98 66 0.965) ADT 57 40 27 2010 HRS COUNTED 114 DAYS AVG COUNTED HIHR 9 189 %AVG DAV 9.3% FACTORED HI HOUR 186 Y. FACTORED DAV 9.3% BEASONAL FACTOR 1.049 SEASONALLY FACTORED ESTIMATED MDT 1-WAY COUNT 1916 tufT LOCAL ROAD # oN FROM SB ROANOKE AVE STATION: 079057 COUNT DATE: 7l 6198 TO SOUTH OF SOUND AVE. ST. DIR: 2 RECORDER PLACEMENT: J New York State Department o ransportation RC/STATION 079059 COVERAGE AND SPECIAL COUNT HOURLY REPORT LOCAL ROAD # ERR MIIEPOINT NHS SECTION FROM : NB C. R.43 NORTHVILLE TNPK TO : NORTH OF C.R.105 FEDERAL DIR. 1 FACTOR GRP 29 FUNCTIONAL CLASS 06 HPMS NUMBER: COUNT DATE NOTES: Dv MO 6 7 8 9 to n 12 13 14 D W 1 2 3 4 5 s 7 1 2 PGM. VERSION 3.31 3.8 COUNTY: SUFFOLK ERR ~* BIN NUMBER: 7/ 6/98 WEEK OF YR 28 RECORDER PLACEMENT: REFERENCE MKR: NONE RECORDER SERIAL #: NB C.R.43 NORTHVILLE TNPK, NORTH OF C.R. TUBE COUNT ADDITIONAL DATA: 12 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 B 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO D 1 2 3 4 5 6 7 8 B 10 11 12 1 2 3 4 5 8 7 6 9 10 11 12 DAY HI HI R AM PM TOTAL COUNT HOUR 1 1 16 5 7 a 9 46 1 16 6 9 5 6 54 1 12 10 2 3 7 51 1 32 14 2 5 7 54 1 42 34 6 15 12 51 1 47 23 10 8 11 51 t 16 9 2 6 9 53 1 14 5 4 5 10 47 142 127 144 136 112 84 146 174 165 192 183 206 175 110 177 201 196 172 169 196 216 157 160 168 229 201 189 161 218 202 229 196 204 248 272 272 209 278 380 411 44Q 130 219 318 387 341 213 213 272 290 312 237 269 300 195 230 235 269 377 361 311 236 213 230 276 303 335 280 246 221 269 264 235 259 264 229 302 312 222 267 287 310 306 374 299 240 248 220 157 158 316 275 298 181 182 181 212 246 203 117 199 131 128 144 164 203 129 100 139 101 70 42 21 89 66 54 19 304", 96 73 40 35 3zo~ 144 113 74 27 343: 218 205 138 83 a3z~ 104 93 61 70 a33~ 85 61 29 31 333! 118 90 41 28 376. 18 6 A V E R A G E 5 4 8 50 145 W E E K D A Y 187 198 197 H O U R 229 239 (MON 6AM THRU FRI 12 NOON) 240 243 240 245 274 269 191 141 110 ADT 63 50 26 3420 18 B AXLE -FACT 5 4 8 49 143 ORED (VEHICLES) AVG WEEKDAY 185 196 195 226 236 237 240 237 HOUR 242 271 286 (FACTOR USED 189 139 109 0.9881 ApT 82 49 26 3380 HRS COUNTED DAYS AVG COUNTED HI HR °/.AVG DAV FACTORED HI HOUR Yu FACTORED DAY SEASONAL FACTOR SEASONALLY FACTORED ESTIMATED AADT 1-WAY COUNT 189 s z89 8.5% 286 8.5% 1.049 3222 LOCAL ROAD # sTAnoN 079059 ON FROM NB C.R.43 NORTHVILLE TNPK TO COUNT DATE: 71 6198 ST. DIR: 1 RECORDER PLACEMENT: NORTH OF C.R.105 264 78 312 18 267 18 374 18 448 13 387 12 316 16 O ro New York State Department oT Transportation RCISTATION 079059 COVERAGE AND SPECIAL COUNT HOURLY REPORT LOCAL ROAD # ERR MILEPOINT NHS SECTION FROM : C.R.43 NORTHVILLE TNPK. 70: NORTH OF C.R. 105 FEDERAL DIR. 5 FACTOR GRP 29 FUNCTIONAL CLASS O6 HPMS NUMBER: COUNT DATE NOTES: OY MO 6 7 e 9 10 11 12 13 1a D W 1 2 3 4 5 6 7 1 z PGM. VERSION 3.3 / 3.8 COUNTY: SUFFOLK ERR ••**• BIN NUMBER: 7/ 6/98 WEEK OF YR 28 RECORDER PLACEMENT: REFERENCE MKR: NONE SB C.R. 43 NORTHVILLE TNPK, NORTH OF C.R TUBE COUNT RECORDER SERIAL #: ADDITIONAL DATA: 12 1 2 3 4 5 6 7 8 D 10 11 12 1 2 3 4 5 8 7 8 9 10 11 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO D 1 2 3 4 6 6 7 8 9 10 11 /2 1 2 3 / 5 8 7 B 9 10 11 12 DAV HI HI R AM 2 PM TOTAL COUNT HOUR 2 11 10 1 7 15 50 z 20 7 4 12 21 43 2 13 2 1 12 i6 56 2 20 13 17 3 15 35 z 22 11 13 12 13 28 2 92 27 10 13 16 14 z 13 6 2 9 33 38 2 8 5 8 4 25 36 138 99 192 135 83 37 144 137 242 183 328 239 116 92 187 182 278 244 215 222 210 165 130 147 130 96 373 293 206 195 191 220 152 182 201 168 154 183 221 254 230 127 152 204 212 175 232 213 175 136 176 194 175 166 130 139 178 181 214 193 184 273 112 112 268 187 191 206 223 252 263 223 147 129 111 276 149 127 236 242 248 230 253 213 263 274 201 254 314 308 266 224 224 202 150 152 191 192 206 293 230 161 89 90 159 124 214 263 146 154 111 60 37 82 56 64 22 27as 75 63 58 15 zau 99 88 95 24 37os 96 104 104 51 3131 176 133 120 81 3411 252 279 16D 97 3791 135 75 71 29 317 14 7 A V E R A G E 6 8 18 45 141 W E E K D A Y 227 244 201 H O U R 182 177 (MON 6AM THRU FRI 12 NOON) 168 158 198 235 201 187 185 129 109 ADT 79 74 25 3018 14 7 AXLE-FACT 6 8 18 44 139 ORED (VEHICLES) AVG WEEKDAY 224 241 198 180 175 166 156 196 HOUR 232 199 185 (FACTOR USED 183 127 108 0.988> ADT 78 73 25 2983 HRS COUNTED 189 DAYS AVG COUNTED HI HR 9 244 % AVG DAV 8.1 % FACTORED HI HOUR 241 % FACTORED DAV 8.1 % SEASONAL FACTOR 1.049 SEASONAILV fACTOREO ESTIMATED AADT 1-WAY COUNT 2844 LOCAL ROAD # STATION: U79059 ON COUNT DATE: 71 6/98 FROM C.R.43 NORTHVILLE TNPK. TO ST. OIR: 2 RECORDER PLACEMENT: NORTH OF C.R. 105 278 9 278 18 373 9 253 17 274 17 314 17 2fi6 ifi m O New York State Department o Transportation RC/STATION 079 061 COVERAGE AND SPECIAL COUNT HOURLY REPORT PGM.VERSION 3.3/ 3.6 LOCAL ROAD # ERR SECTION FROM: C.R.10 5 MILEPOINT NHS COUNTY: SUFFOLK FEDERAL DIR. 1 FACTOR GRP 29 TO: SOUTH OF C.R.43 ERR ».» FUNCTIONAL CLASS O6 HPMS NUMBER: OIN NUMBER: COUNT DATE : 7/14/98 WEEK OF YR 29 RECORDER PLACEMENT: REFERENCE MKR: NA NOTES: NB C. R.105, SOUTH OF C R 43 RECORDER SERIAL#: , . TUBE COUNT ADDITIONAL DATA: 12 TO 1 TO 2 TO 3 4 5 8 TO TO TO TO 7 8 9 10 11 12 1 2 TO TO TO TO 3 4 5 6 7 8 B 10 11 DY D D 1 2 3 4 5 6 7 TO TO TO TO a 8 10 11 1 TO TO TO TO TO TO TO TO TO MO W R AM 2 1 2 3 1 5 9 7 8 9 10 11 12 DAY HI 14 2 1 PM HI is 3 1 13 4 5 3 6 134 110 149 161 107 73 TOTAL 53 34 25 COUNT HOUR 1s 4 1 13 8 4 17 60 5 95 137 108 112 139 146 160 140 143 131 152 105 64 21 60 35 2 t7 5 1 9 7 7 22 37 82 99 110 122 121 128 123 116 129 129 149 109 73 5 24 leas 51 1so 14 1s s 3 5 2 22 50 81 113 111 122 131 134 142 165 132 136 144 103 92 33 23 14 1707 14s 1s 1 9 9 12 6 5 33 49 70 97 109 137 156 203 138 133 165 139 138 91 58 55 38 25 rasa 1s5 1s 1s 7 1 26 15 18 11 14 19 41 50 64 74 119 134 163 156 152 147 113 118 81 67 46 57 36 1987 203 1a zo 1 1 6 5 2 7 2 13 62 85 99 83 108 101 133 112 102 110 123 99 88 72 56 26 20 15 no7 1s3 13 z1 z 1 17 3 3 3 5 19 72 80 98 88 102 98 117 129 118 129 135 120 86 66 37 23 35 15 1514 133 ~13 z2 a 1 10 3 1 3 3 t3 50 75 103 89 100 127 69 68 44 32 15 9 t573 135 17 AVERAGE WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) 12 5 3 4 5 19 55 83 108 88 111 .720 131 131 122 124 133 136 95 69 49 31 25 17 1666 AXLE -FACT ORED (VEHICLES) AVG WEEKDAY HOUR (FACTO R USED 12 5 3 4 5 19 54 82 107 97 110 119 129 129 121 123 131 134 84 0.968 I ADT 68 48 37 25 17 1667 HRS GAYS AVG %AVG FACTORED % FACTORED SEASONAL SEASONALLY FACTORED COUNTED COUNTED HI HR DAY HIHOUR pqy ESTIMATED AADT 190 9 136 8.1% o 134 FAC70R 1-WAV COUNT 8.0 /a 1.049 1589 LOCAL ROAD # ON FROM C.R.105 STATtoN: 079061 CO UNT DATE: 7/14/98 TO SOUTH OF C.R.43 ST. DIR: 1 RECORDER PLACEMENT: O O New York State Department Transportation RC/STATION 079061 COVE RAGE AND SPECIAL COUNT HOURLY R EPO RT PGM. vERSION 3.3/ 3.8 LOCAL ROAD # ERR SECTION FROM : SB C. R.105 MILEPOINT NHS COUNTY : SUFFOLK TO : SOUTH OF C.R 43 FEDERAL DIR. 5 FACT OR GRP 29 FUNCTIONAL CLASS O6 . ERR »*» HPMS NUM BER: BIN NUMBER: COUNT DATE : 7114 /98 WEEK OF YR 29 RECORDER PLACEMENT: REFERENCE MKR: NA NOTES: SB C.R.105 , SOUTH OF C.R.43 TUBE COUNT RECORDER SERI AL #: ADDITIONAL DAT A: 12 TO 7 70 2 TO 3 TO 4 TO 5 TO 8 TO 7 TO B 8 10 11 12 TO TO TO 1 2 3 4 5 8 7 8 B 10 11 DY D 0 1 2 3 4 5 B 7 B TO TO 8 10 11 1 TO TO TO TO TO TO TO TO TO TO TO MO W R AM 2 1 2 3 / 5 8 7 8 g 10 11 12 DAV HI HI 14 2 is 3 2 z 6 4 3 1 117 133 118 101 PM 55 38 50 27 17 TOTAL COUNT HOUR is 4 z 4 3 1 6 7 42 63 78 61 57 68 92 90 80 99 89 106 77 89 75 50 11 tT 5 z 6 2 2 5 12 40 64 88 68 83 72 96 84 80 91 91 70 53 50 28 21 16 lzaz toe to is 5 z 5 2 4 2 9 30 68 80 66 81 90 92 82 80 93 98 71 52 36 38 26 27 7 1157 96 13 is T 2 3 4 2 13 14 31 52 58 81. 103 66 B9 82 88 83 88 77 4 31 30 35 11 se se 7T z 12 12 4 6 6 6 7 21 34 42 61 84 82 86 81 100 72 6 5t 55 51 34 17ss 103 1z zo 1 2 8 0 2 1 2 13 33 71 79 41 66 72 74 75 81 4 68 64 56 36 45 17 23 1023 100 1s z1 z 2 4 2 3 2 5 9 37 85 76 69 76 79 79 72 56 9 73 79 79 54 37 26 32 27 8 toaa sb 1s zz a 2 6 4 1 3 6 9 39 73 94 65 64 87 85 80 51 39 35 13 t6 10 1055 es a AVERAGE 5 3 2 2 5 9 37 WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) 71 83 62 71 76 85 80 83 98 92 87 ~ 58 51- 43 32 20 10 1167 AXLE -FACT 5 3 2 2 5 9 37 ORED 70 (VEHICLES) AVG WEEKDAY HOUR 82 61 70 77 84 79 82 87 91 86 (FACTOR USED 0.988) qDT 57 50 42 32 20 10 1153 HRS DAYS AyG COUNTED COUNTED HI HR 190 9 98 %AVG DAY 8.4% FACTORED Y. FACTORED SEASONAL HI HOUR DAY FACTOR 97 8.4°h 1.049 SEASONALLY FACTORED ESTIMATED ggp7 i-WqY COUNT 1099 LOCAL ROAD # ON STATION: 079061 COUNT DATE: 7/14/98 FROM SB C.R.105 ST. DIR: 2 RECORDER PLACEMENT: TO SOUTH OF C.R.43 0 New York State Department o Transportation RC/STATION 079062 COVERAGE AND SPECIAL COUNT HOURLY REPORT PGM.VERSION ~ a.ai 3.a LOC Al ROAD # ERR MILEPOINT SECTION FROM : NB AL DRI CH LANE NHS COUNTY: S UFFOLK TO : NORTH OF RTE 25 FEDERAL DIR. 1 FACTOR GRP 29 FUNCTIONAL CLASS 07 ERR « «. HPMS N UM BER: OIN NUMBER: COUNT DATE : 7/27/98 WEEK OF YR 31 RECORDER PLACEMENT: REFERENCE MKR: NA NOTES: NB ALDRICH LANE, NORTH O F RTE 25 TUBE COUNT RECORDER SERIAL #: ADDITIONAL DATA: DV 12 1 TO TO 2 TO 3 4 TO TO 5 TO 6 TO 7 TO 8 TO 9 TO 10 11 12 TO TO TO 1 TO 2 TO 3 TO 4 TO 5 6 7 6 9 10 11 D D 1 2 3 4 5 B 7 6 9 10 11 12 1 2 3 4 TO TO TO TO TO TO TO MO W R qM 5 8 7 6 9 10 11 12 DAV HI HI 27 1 za z 1 PM TOTAL COUNT H OUR z9 1 4 1 3 0 0 11 14 20 31 31 27 20 28 3~ 32 30 45 111 112 78 37 14 3 1 3 2 1 0 0 2 14 12 22 30 31 23 36 24 23 ,- 26 38 86 , 100 37 13 23 7 700 112 19 so < 1 2 2 2 0 4 3 16 21 31 31 33 43 39 24 31 36 36 , 102 . 98 48 20 18 26 2 4 s75 100 19 31 s 1 2 6 0 0 1 5 13 12 18 33 25 24 39 36 33 36 45 34 36 31 9 17 28 5 679 102 1B i s 1 12 6 0 1 0 7 9 12 29 30 35 647 113 41 37 32 34 38 33 32 16 13 18 7 493 45 17 z 7 1 6 5 0 8 1 1 8 25 17 22 32 33 62 60 88 60 72 60 35 31 14 14 20 7 1201 647 1z 3 1 O 1 5 3 0 1 0 6 9 33 23 28 20 36 15 9 5 s7s afi 1s AVERAGE WEEKDAY HOUR (MON 6AM THRU FRI 12 NOON) 3 3 2 0 1 5 13 20 25 31 27 30 33 30 28 32 42 99 100 58 30 18 14 6 650 AXLE-FACTORED (VEHICLES) AVG WEEKDAY HOUR (FACTOR USED 0.985) ADT 3 3 2 0 1 5 13 20 25 31 27 30 33 30 28 32 41 98 89 57 30 18 14 6 646 HRS DAYS qyG COUNTED COUNTED HI HR 169 8 100 LOCAL ROAD # ON STATIONS 079062 COUNT DATE: 7/27198 %AVG FACTORED % FACTORED SEASONAL SEASONALLY FACTORED DAV HI HOUR DAY ' ESTIMATED AADT FACTOR 1-WAY COUNT 15.4% 99 15.3% 1.049 616 FROM NB ALDRICH LANE TO NORTH OF RTE 25 ST. DIR: 1 RECORDER PLACEMENT: New York State Department o Transportation RC/STATION 079062 COVERAGE AND SPECIAL COUNT HOURLY REPORT PGM. VERSION 3.37 3.8 LOCAL ROAD # ERR MILEPOINT NHS COUNTY : SUFFOLK SECTION FROM ~ SB AL DRI CH LANE TO : NORTH OF RTE 25 FEDERAL DIR. 5 FACTOR GRP 29 FUNC TIONAL CLASS 07 HPMS NUMBER: ERR ~ BIN NUMBER: ++ COUNT DATE : 7/27198 WEEK OF YR 31 RECORDER PLACEMENT: REFERENCE MKR: NA N07ES: ALDRICH LANE, NORTH OF RTE 25 TUBE COU NT RECORDER SERIAL #: ADDITIONAL DATA: 12 7 2 3 4 5 6 7 8 9 70 it 12 7 2 3 4 5 6 7 8 9 10 it TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO DY D D 1 2 3 4 5 8 7 6 9 10 11 12 i 2 3 4 5 6 7 8 9 10 11 MO W R AM 12 OAY HI HI 27 1 2 40 32 27 43 45 51 38 PM 56 110 80 23 75 TOTAL 10 COUNT HOUR ze 2 z 3 3 3 1 6 8 20 34 33 32 36 40 42 43 31 43 47 64 148 116 146 34 42 6 983 zs 3 z 2 5 0 1 4 11 16 32 36 46 53 48 50 31 32 45 38 64 40 103 83 20 12 14 148 19 3o a z 7 2 4 3 9 12 24 28 41 59 46 24 36 40 48 49 47 68 177 85 110 8 26 5 Tes 103 zo 31 s 2 8 4 3 2 7 8 19 23 30 40 31 36 23 44 34 39 56 43 34 38 24 23 17 11 698 717 19 1 s z 8 6 5 7 1 6 16 13 33 61 46 58 53 48 43 58 38 62 37 26 31 18 17 10 5as 56 1r z ~ z 7 4 3 2 2 4 5 9 20 37 50 38 38 63 63 74 93 93 96 121 29 23 13 15 Toa so 6z 16 O 3 1 2 9 5 2 1 5 9 14 32 48 37 31 41 z 1zi z6 N A V E R A G E W E E K D A Y H O U R (MON 6AM THRU FRI 12 NOON) ADT 5 4 3 2 7 10 19 30 38 43 39 39 40 35 39 46 46 59 90 104 105 21 24 9 857 AXLE -FACTORED (VEHICLES) AVG WEEKDAY HOUR (FACTOR USED 0.985) ADT 5 4 3 2 7 10 19 30 37 42 38 38 39 34 38 45 45 58 89 102 103 21 24 9 842 HRS DAVS AVG COUNTED COUNTED HI HR 169 8 105 LOCAL ROAD # ON STATION: 079062 COUNT DATE: 7/27/98 SEASONALLY FACTORED % AVG FACTORED % FACTORED SEASONAL ESTIMATED PART DAV HI HOUR DAY FACTOR 1-WAY COUNT 12.3% 103 12.2% 1.049 $03 FROM SB ALDRICH LANE 70 NORTH OF RTE 25 ST. DIR: 2 RECORDER PLACEMENT: (0 W New York State Departmen ransportation -- RC/STATION 079064 COVE RA GE AND SPECIAL COUNT HOURLY REPORT PGM. VERSION 3.31 3.a LOCAL ROAD # ERR MILEPOINT NHS COUNTY : SUFFOLK SECTION FROM : EB WI CKH AM AVE 70 : EAST OF MARY'S ROA D FEDERAL DIR. 3 FACTOR GRP 29 F UNCTIONAL CLASS 09 HPMS NUM BER: ERR ~ » BIN NUMBER: COUNT DATE : 7127/98 WEEK OF YR 31 RECORDER PLACEMENT: REFERENCE MKR: NA NOTES: EB WICKHAM AVE.,EAST OF MARY'S RD. TUBE COUNT RECORDER SERIAL #: ADDITIONAL DATA: 12 1 2 3 4 5 6 7 6 8 10 11 12 1 2 3 4 6 6 7 8 9 10 11 DV D TO TO D TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO MO W 1 2 R 3 4 5 6 7 AM 6 8 10 11 12 1 2 3 4 5 B 7 6 8 10 11 12 DAY HI HI 27 1 1 9 21 20 14 14 15 PM 17 2 0 TOTAL COUNT HO UR 2a 2 1 3 0 1 0 2 2 2 4 16 3 6 9 15 5 6 6 17 24 15 5 3 11 5 2 1 2s 3 1 1 2 0 0 0 1 2 2 14 12 15 15 12 7 15 17 24 11 13 6 3 10 5 2 166 za 1e 3o a 1 1 D 0 0 1 0 2 12 8 16 2/ 10 10 4 12 8 3 13 3 7 19 6 5 0 167 z+ 17 31 s 1 1 0 1 1 1 0 2 3 5 11 3 8 11 11 12 17 20 2/ 3 3 6 3 5 0 1s3 zi n i s t 2 2 0 1 1 0 3 1 10 10 9 13 6 8 4 7 10 3 3 2 1a6 z1 1s 2 7 1 1 0 1 0 0 1 1 2 8 1 6 15 12 11 14 5 11 9 6 10 11 8 7 5 10 3 136 t3 12 3 1 1 1 0 0 0 1 0 2 7 6 6 7 9 6 3 2 2 i26 15 t2 2 1 1 AVERAGE 0 1 1 2 WEEKDAY H 0 U R 6 10 10 11 10 (MON 6AM THRU FRI 12 NOON) 12 9 13 12 15 16 12 5 B ADT 7 4 1 169 2 1 1 AXLE -FACT 0 1 1 2 ORED 6 (VEHICLES) AVG WEEKDAY 10 10 11 10 12 9 13 HOUR 12 15 i6 (FACTOR USED 12 5 8 0.963) ADT 7 4 1 169 HRS COUNTED DAYS AVG COUNTED HI HR %AVG DAY FACTORED HIHOUR % FACTORED DAY SEASONAL FACTOR SEASONALLY FACTORED ESTIMATED AADT 1-WAY COUNT 168 6 16 9.5% i6 9.5% 1.049 161 LOCAL ROAD # ON STATION: 079064 COUNT DATE: 7127198 FROM EB WICKHAM AVE TO EAST OF MARY'S ROAD ST. DIR: 1 RECORDER PLACEMENT: totT O A New York State Departmen ransportation - RC/STATION 079064 COVE RAGE AND SPECIAL COUNT HOURLY R EPORT PGM. VERSION 3.3t a.a LOCAL ROAD # ERR MILEPOINT NHS SECTION FROM : WB W ICKHAM AVE ro: EAST OF MARY'S RO AD COUNTY : SUF FOLK FEDERAL DIR. 7 FACTOR GRP 29 FUNCTIONAL CLASS 09 HPMS NUM BER: ERR »•» BIN NUMBER: COUNT DATE : 7/27198 WEEK OF YR 31 RECORDER PLACEMENT: REFERENCE MKR: NA NOTES: WB WIC KH AM AVE., EAST OF MAR Y'S ROAD TUBE COUNT RECORDER SERIAL #: ADDITIONAL DATA: 12 1 2 3 4 5 8 7 B 9 10 77 t2 1 2 3 1 5 8 7 8 9 70 /1 DY D D TO T O TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO MO W R 1 2 3 4 5 6 7 AM B 9 10 11 12 1 2 3 I 5 6 7 B 9 10 11 72 DAY HI HI 27 1 z 23 19 13 19 16 13 PM 10 12 11 TOTAL COUNT HO UR za 2 z 1 0 1 0 3 1 8 17 22 21 21 19 15 22 21 14 13 31 20 15 4 9 5 7 2 2 zs s z 0 1 0 0 2 5 7 22 19 24 25 23 23 24 24 13 23 23 16 11 10 6 2 8 2 263 3t t6 30 4 z 1 1 1 0 2 2 3 9 24 21 18 15 25 20 16 24 32 29 19 16 5 3 B 3» zs 11 at s z 2 0 0 0 2 4 4 14 20 14 23 23 13 8 23 13 22 24 25 21 15 16 5 6 2se sz t7 t 6 2 3 1 0 0 5 2 8 12 29 28 35 30 34 40 27 41 29 31 36 25 15 14 5 5 12 297 2s is z 7 2 11 2 2 4 0 1 10 11 23 27 44 29 24 26 21 27 6 26 11 14 5 12 2 462 a1 i6 3 t 2 1 0 0 0 2 0 6 23 26 27 26 31 7 647 44 11 1 1 1 AVERAGE 0 2 3 6 WEEKDAY 17 22 21 HOUR 23 22 (MON 6AM THRU FRI 12 NOON) 22 21 19 18 21 24 16 14 9 ADT 5 6 3 297 1 1 1 AXLE-FACT 0 2 3 6 ORED (VEHIC 17 22 21 LES) AVG WEEKDAY 23 22 22 21 19 HOUR 16 21 24 (FACTOR USED 16 14 9 0.9831 ADT 5 6 3 297 HRS COUNTED DAYS AVG COUNTED HI HR %AVG DAV FACTORED HIHOUR %FACTORED OAY SEASONAL FACTOR SEASONALLY FACTORED ESTIMATED AADT 1-WAY COUNT 168 8 24 8.1% 24 8.1% 1.049 283 LOCAL ROAD # ON STATION: D79064 COUNT DATE: 7/27198 FROM WB WICKHAM AVE 70 EAST OF MARY'S ROAD ST. DIR: 2 RECORDER PLACEMENT: tort t: + ' U ~ 2 x4 ; y v ~ ~0~ ,~4 ati ~ ~ : ~ •: ~~ ~5 506 _ ~ yy Q m a~w z : t ,.~.->~ ~ .t_ y '' . 3 ! ..(~ AVF A 6 yf V O* ^ SO :~. I O 'hLe • '' a~ a ~~Q~ ~ ~ Rio ~ JEN~f ie .. . , z _ ~ . V"` ~ ' ~ ~'~ y ' ~m C'.- . ~ GC ° \ .i.j ~ ou ~ ~ 3~" `r \ ~ ,, < . r ~ sy. y y:.: . [~~ o 'U ~' ~AOI i- o _ ~~ ~^7 .- r i _ _ • c h ~ ~~r -~ ~ ~ j 0 " 'J e ' -- ~ •-~'.. 0~b ~~~ 9 .g ' e d a0 ` J~ 6 : 0797 •~ ~ ~ - ~ ~ , J-~-.~ ~/ • '' ,~~ s x ~• r _ • \ ~ ., r. ~ \ 'Brushs ,~ ' /~- .r~ J\~'}~ , ~ r ee ry , / / / , ~~A~ \jV /YI 5~1ffOLK .... .. s ~t/N OF LAU 0~ O 4~ ' T # ~ - _ LOCATI D j~TE 25 ~ r ' ~ oy . ti ~. ~, . ; ,•o ~. 4.y~ ` ~. r y r, a 0' .:M .. F9 . 4 .n Ai`:.~~~ • • t~ a r _ •. o . 7 ~ . \ ,. ~y_}~ lp`CC 4 n 4 ~ Q~ i ~ 9 ' •. i• O _ >.:: ~ ~ ~ , _ \X' m _ '.-~ • r a, ~ ~ o y ' ~ 4~ ~ . :0` ~ ~~, :.~. ~ 8& I D ONTlNt10U5 7X~AFfIC :• m°: ~ _ MONITORING /NSTAL[~1T10N5 • ~ .. ~~ . ~ ' ~.: o ~ ~ ~ ° ~ S . ~ NASSAU ~ SUFFOLK CD , . ~ vo``D „ ; \ DWG $G LH O TE A O. ez o NEW YORK STATE CONTINUOUS COUNT STATION RUNNING AAOT REPORT STATION 0797 RT. 25 WEEKDA YS VEAR MO DAYS ADT HI HR 1998 8 21 16735 680 9 22 15309 640 70 22 14501 644 11 21 13527 623 12 23 13778 623 1999 1 21 12463 600 2 16 12709 593 3 23 13504 635 4 22 14499 650 5 21 15321 668 ~ 6 22 16026 693 7 22 16867 679 12 MONTHS REPORTED 7 256 14603 679 MONTH JULY YEAR 1999 + M.P. 0711200 v9 LAWEL LAKE VI NEYARD SATURDAYS SUNDAYS MONTH PRCN T% DAYS ADT HI HR PRCN T% GAYS ADT HI HR PRCNT% DAYS MADT 4. 1 05 17988 747 4. 2 05 15926 703 4.4 31. 16806 4. 2 04 17770 836 4. 7 04 15437 704 4.6 30 15654 4. 4 OS 15916 745 4. 7 04 15994 852 5.3 31 14921 4. 6 04 14118 646 4. 6 05 12095 645 5.3 ~ 30 13366 4. 5 04 13388 593 4. 4 04 11303 555 4.9 31 13408 4. 8 OS 12004 559 4. 7 OS 8998 428 4.8 31 11830 4. 7 04 12608 S5B 4 .4 04 10196 494 4.8 24 12273 4. 7 04 13491 571 4 .2 04 10564 504 4.8 31 13123 4 .5 04 14594 623 4 :3 04 11956 550 4.6 30 14173 4 .4 OS 16174 674 4 .2 05 14461 648 4.5 31 15320 4 .3 04 17785 752 4 .2 04 15259 683 4.5 30 16158 4 .0 OS 181,40 731 4 .0 04 16146 691 4.3 31 16979 RUNNING~AADT 4 .0 53 15331 731 4 .0 52 13195 691 4.3 361 14501 PAGE 70 MADT CHG +15.2 +46.7 +44.8 +36.5 +29.0 +25.1 +38.5 +13.2 *2.7 +2.7 -0.7 NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATION 0797 RT. 25 + M.P. 0711200 ~ LAWEL LAKEVINEY ARD MONTH SEPTEMBER YEAR 1999 PAGE' 63 DM DW 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT DAY TOT 16 4 1 56 25 21 11 23 64 230 399 462 453 446 513 698 660 478 411 316 203 102 77 66 45 50 39 5848 2 25 14 9 lE 44 146 347 493 589 430 448 440 521 516 354 262 181 156 106 78 53 54 44 21 5347 11195 17 5 1 28 23 18 it 16 65 201 339 426 407 444 489 536 504 628 644 697 651 554 486 429 407 301 213 8517 2 6 11 6 /7 3B 134 304 416 495 358 383 492 495 '505 494 515 541 556 420 326 236 17' 1B9 95 7215 15732 lg 6 t l n 62 38 25 41 84 1B6 279 400 528 623 651 654 784 775 694 671 526 541 415 312 304 227 171 9102 2 51 24 27 18 37 67 147 253 339 424 486 537 547 49B 603 665 630 597 521. 468 420 379 334 179 8251 17353 19 7 t 115 76 50 t8 35 66 135 166 222 364 479 632 fi42 761 724 649 521 481 373 333 255 187 131 90 7525 2 102 41 18 t2 14 a8 84 125 205 332 440 466 542 616 610 741 687 729 627 529 404 250 153 84 7859 15384 20 t t 54 29 22 14 30 73 254 393 405 401 462 566 548 542 538 573 596 671 522 373 256 221 130 73 7746 2 29 i3 13 27 50 163 305 411 473 448 476 454 503 S55 615 625 647 632 426 358 258 170 123 47 7821 15567 21 2 1 48 31 10 11 30 71 256 395 423 342 375 464 480 446 481 578 665 655 497 331 295 247 172 72 7375 2 21 18 20 19 38 153 356 529 527 477 436 423 417 412 468 499 536 516 338 229 160 126 88 45 6851 14226 22 3 1 53 29 15 15 20 70 250 389 441 416 376 462 453 431 504 611 670 677 502 414 303 290 177 83 7651 2 12 18 9 18 44 145 357 485 541 448 380 415 439 420 483 512 525 541 353 240 169 209 117 56 6936 14587 ~ 23 a 1 50 27 t8 27 31 75 273 406 465 445 403 479 499 504 495 631 651 701 571 438 405 291 181 107 8163 J 2 26 11 12 29 40 139 377 501 545 449 401 402 441 413 495 469 594 560 441 303 200 149 90 57 7164 15327 24 5 1 50 38 18 22 26 76 238 406 487 409 471 525 570 528 590 669 679 711 610 519 390 362 302 167 8863 2 23 15 18 23 51 153 322 463 479 468 442 408 509 44B 528 575 629 602 458 303 233 201 197 107 7655 16518 WEEKDAYS SATURDAYS SUNDAYS MONTH D GAYS ADT SPLIT AV HIHR HR DAYS ADT SPLIT AV HIHR HR DAYS ADT SPLIT AV HIHR HR DAYS ADT 1 16.0 7864 51.8 647 18 3.0 9224 52.9 781 14 3.0 7464 48.5 725 14 24.0 7984 2 18.0 7306 a8.2 567 17 3.0 8219 47.1 657 18 3.0 7917 51.5 680 18 24.0 7497 DAYS ADT AV HIHR PRCNT% DAYS ADT AV HIHR PRCNT% GAYS ADT AV HIHR PRCNT% DAYS ADT MAD T' CHG TOT 18.0 15770 647 4.3 3.0 17443 781 4.5 3.0 15381 725 4.7 24.0 15481 -1.1 1tiiN'Ld Y~ NEW YORK STATE CONTINUOUS COUNT STATION RUNNING AADT REPORT MONTH AUGUST YEAR 1998 STATION 0797 R7. 25 + M.P. 0711200 wP LAWEL LAKE VINEYARD WEEKDAYS SATURDAYS .SUNDAYS MONTH YEAR MD DAYS ADT HI HR PRCNT% DAYS ADT HI HR PRCNT% DAYS ADT HI HR PRCNT% DAYS MADT 1997 9 22 10640 589 5.5 04 11744 670 5.7 04 9759 643 6.6 30 10670 10 22 10132 580 5.7 04 11648 692 5.9 03 9803 729 7.4 29 10307 I1 20 10009 568 5.7 05 10313 539 5.2 OS 8413 471 5.6 30 9794 t2 23 i08fi5 566 5.2 04 10236 550 6.4 04 7833 486 6.2 31 10392 lggg 1 21 10067 588 5.8 05 8975 561 6.3 04 fi752 465 6.9 30 9457 2 20 9309 564 6.1 04 8493 5T1 6.7 04 6987 520 7.4 28 8861 4 17 12635 635 5.0 03 12804 641 5.0 02 11168 557 5.0 22 12525 5 21 14900 672 4.5 OS 15721 644 4.1 O5 13855 605 4.4 31 14918 6 22 15596 687 4.4 04 17166 690 4.0 04 15041 678 4.5 30 15731 7 23 16971 695 4.1 04 18305 747 4.1 04 16661 751 4.5 31 17103 e 21 16735 680 4.1 OS 17968 747 4.2 05 15926 703 4.4 31 16806 ~ RUNNING AADT ~ 11 MONTHS REPORTED 8 232 12542 680 4.1 47 13036 747 4.2 44 11109 703 4.4 323 12415 ..°: :n _.. PAGE 71 MADT CHG -19.9 -13.9 -14.3 -20.9 +4.5 +20.9 +16.1 +1.9 +15.2 j ~"^,} ~.,.' STATION 0797 RT. 25 WEEKDA YS YEAR MO GAYS ADT HI HR 1997 8 21 14734 662 9 22 10640 589 10 22 10132 580 11 20 10009 568 t2 23 10865 566 1998 1 21 10087 588 2 20 9309 564 4 t7 12635 635 5 21 14980 672 6 22 15596 687 ~ 7 23 16971 695 11 MONTHS REPORTED 7 232 12360 695 t. '~' _ r- NEW YO RK ST ATE CONTINUOUS COUNT STATION RUNN ING AADT REPORT MONTH JULY VEAR 1998 PAGE 72 * M.P. 0711200 ~ LAWEL LAKE VI NEYARD SATURDAYS SUNDAYS MONTH PRCN T% DAYS ADT H1 HR PRCNT% DAYS ADT HI HR PRCNT% DAYS MAOT MADT CHG 4. 5 OS 15127 708 4.7 OS 13399 T05 5.3 31 14583 5. 5 04 11744 670 5.7 04 9759 643 6.6 30 10670 5. 7 - 04 11648 692 5.9 03 9803 729 7.4 29 - 10307 5. 7 OS 10313 539 5.2 OS 8413 471 5.6 30 9794 -19.9 5. 2 04 10236 550 5.4 04 7833 486 6.2 31 10392 -13.9 5 .8 OS 8975 561 6.3 04 6752 465 6.9 30 9457 -14.3 6 .1 04 8493 571 6.7 04 6987 520 7.4 28 8861 -20.9 5 .0 03 12804 641 5.0 02 11168 557 5.0 22 12525 +4.5 4 .5 OS 15721 644 4.1 05 13855 605 4.4 31 14918 +20.9 4 .4 04 17166 690 4.0 04 15041 678 4.5 30 15731 +16.1 4 .1 04 18305 747 4.1 04 16661 751 4.5 31 17103 +1'.9 RUNNING AADT 4.1 47 12776 747 4.1 44 10879 751 4.5 323 12213 O O STATION 0797 RT. 25 WEEKDA YS YEAR MD DAYS ADT HI HR 1998 4 17 12635 635 5 21 14980 672 6 22 15596 687 7 23 16971 695 6 21 16735 680 9 22 15309 640 10 22 74501 644 t1 21 13527 623 12 23 13778 623 1999 1 21 12463 600 2 16 12709 593 3 23 13504 635 12 M ONTHS REPORTED 3 252 14392 635 NEW YORK STATE CONTINUOUS COUNT STATION RUNNING AADT REPORT MONTH MARCH YEAR 1999 + M.P. 0711200 P LAWEL LANE VINEYARD SATURDAYS SUNDAYS MONTH PRCNT% DAYS ADT HI HR PRCNT% GAYS ADT HI HR PRCNT% GAYS MAOT 5.0 03 12804 641 5.0 02 111fi8 557 5.0 22 12525 4.5 05 15721 644 4.1 OS 13855 605 4.4 31 14918 4.4 04 17166 690 4.0 04 15041 678 4.5 30 15731 4.1 04 18305 747 4.1 04 16661 751 4.5 31 17103 4.1 05 17988 747 4.2 05 15926 703 4.4 31 16806 4.2 04 17770 836 4.7 04 15437 704 4.6 30 15654 4.4 05 15916 745 4.7 04 15994 852 5.3 31 14921 4.6 04 14118 646 4.6 OS 12095 645 5.3 30 13366 4.5 04 13388 593 4.4 04 11303 555 4.9 31 13408 4.8 05 12004 559 4.7 05 8998 428 4.8 31 11830 4.7 04 12608 558 4.4 04 10196 494 4.8 24 12273 4.7 04 13491 571 4.2 04 10564 504 4.8 31 13123 RUNNING AADT 4.7 51 15107 571 4.2 50 13103 504 4.8 353 14305 PAGE 66 MADT CHG +4.5 +20.9 +16.1 +1.9 +15.2 +46 . 7 +44.8 +36.5 +29.0 +25.1 +38.5 NEW YORK STATE CONTINUOUS COUNT STATION RUNNING AADT REPORT MONTH SEPTEMBER YEAR 1999 STATION 0797 RT. 25 + M.P. 0711200 ~ LAWEL LAKE VINEYARD WEEKDAYS SATURDAYS SUNDAYS MONTH YEAR MD DAYS ADT HI HR PRCNT% DAYS ADT HI HR PRCNT% GAYS ADT HI HR PRCNT% DAYS MADT 1998 10 22 14501 644 4.4 05 15916 745 4.7 04 15994 852 5.3 31 14921 Ii 21 13527 623 4.fi 04 14118 646 4.6 OS 12095 fi45 5.3 30 13366 12 23 13778 623 4.5 04 13388 593 4.4 04 11303 555 4.9 31 13408 1999 I 2t 12463 600 4.8 05 12004 559 4.7 05 8998 428 4.8 31 11830 2 16 12709 593 4.7 04 12608 558 4.4 04 10196 494 4.8 24 12273 3 23 13504 635 4.7 04 13491 571 4.2 04 10564 504 4.8 31 13123 4 22 14499 650 4.5 04 14594 623 4.3 04 11956 550 4.6 30 14173 5 21 15321 668 4.4 05 16174 674 4.2 OS 14461 648 4.5 31 15320 6 22 16026 693 4.3 04 17785 752 4.2 04 15259 695 4.5 30 16158 7 22 16867 679 4.0 OS 18140 731 4.0 04 16146 fi91 4.3 31 16979 O ' 8 22 16740 706 4.2 04 17830 727 -. 4.1 O5 15570 663 4.3 31 16692 9 16 15770 647 4.3 03 17443 781 4.5 03 15381 725 4.7 24 15481 12 MONTHS REPORTED RUNNING AADT 9 253 74592 647 4.3 51 15291 781 4.5 51 13160 725 4.7 355 14477 PAGE 64 MADT CHG +44.8 +36.5 +28.0 +25,1 +38.5 +13.2 +2.7 +2.7 -0.7 -0.7 -1.1 STATION 0797 RT DM DW 0 1 2 3 I 4 t 56 26 2 16 IS 2 5 1 64 36 2 34 20 3 6 1 68 2 51 4 7 t 86 2 45 5 1 1 25 2 13 6 2 1 25 2 16 7 3 1 46 2 30 ~ 8 4 1 N 2 9 5 t 2 10 6 1 2 11 7 1 2 12 1 1 2 13 2 1 2 48 26 59 27 84 62 103 62 33 35 41 16 43 15 53 23 19 13 12 10 26 16 26 12 41 23 46 16 50 32 19 8 17 12 14 18 13 18 25 12 31 13 15 22 17 20 13 11 15 8 23 14 24 18 37 18 11 IB 21 13 14 3 I 45 28 13 2 20 11 5 15 4 1 52 16 14 2 IS 13 12 NEW YORK STATE CONTINUOUS -COUNT STATION HOURLY REPORT 25 + M. P. 07 11200 ~ LAWEL L AKE V INEYARD MONTH APRIL YEAR 199 9 PAGE 63 4 5 6 7 B 9 10 11 12 13 14 15 16 17 18- 19 20 21' 22 23 24 D1R TOT DAY TOT 16 ii 20 38 61 130 233 314 357 459 467 510 394 463 435 426 481 416 485 486 473 431 550 485 554 530 648 568 631 495 491 332 438 235 342 186 277 160 198 92 112 69 7759 6885 14644 19 23 22 34 56 114 196 269 362 393 453 451 387 454 493 500 546 513 561 506 611 490 632 545 639 626 688 586 617 505 552 392 415 265 314 246 279 191 216 181 132 81 8303 7437 15740 28 17 34 2B 45 62 145 145 216 183 318 324 391 435 434 486 565 538 604 559 570 521 563 530 607 502 543 504 475 420 379 356 319 291 256 214 212 225 189 175 125 96 7154 6689 13843 35 15 45 17 53 45 77 93 150 143 223 213 315 311 293 313 457 420 539 411 460 403 422 340 327 319 247 378 289 459 335 503 349 448 265 241 145 129 75 61 48 29 5319 ~ 5372 10691 17 41 53 125 187 297 325 424 424 487 346 416 399 421 494 474 511 499 518 479 496 489. 514 481 611 504 600 513 515 328 345 258 283 192 214 140 175 92 73 60 43 26 7192 6794 13986 12 28 56 128 192 310 337 423 417 484 372 416 391 411 491 436 471 449 494 482 480 422 508 497 574 535 613 513 493 399 380 260 269 172 225 135 130 92 102 50 85 42 7146 6730 13876 12 19 15 43 57 132 204 298 330 403 377 472 350 420 396 ' 402 481 407 538 429 455 452 533 488 551 485 637 524 658 498 486 378 364 270 320 202 282 199 171 117 105 54 7407 6749 14156 14 15 19 40 50 114 205 300 331 407 440 469 383 405 416 417 507 429 528 490 519 458 558 508 553 558 599 550 640 540 491 387 411 296 307 242 276 189 188 88 111 56 7635 7004 14639 15 15 20 40 46 111 210 294 322 392 395 46fi 360 455 423 428 471 468 479 523 503 500 531 487 564 493 634 522 626 491 552 327 449 246 352 194 299 207 233 151 140 82 7767 6946 14713 20 21 44 148 262 329 402 495 558 6t4 632 587 571 562 470 414 368 297 271 208 199 7626 22 25 54 147 263 333 422 464 485 501 509 514 523' 502 518 469 330 289 209 199 124 6996 14622 18 12 27 17 41 30 90 71 136 144 167 167 259 258 363 394 372 430 468 481 466 524 463 522 498 499 424 436 364 375 281 375 267 274 253 221 185 173 111 85 74 ~ 58 5537 5658 11195 9 21 49 181 3fi1 403 347 384 379 444 434 488 542 653 651 496 340 288 237 177 67 7014 13 43 145 332 463 540 429 400 410 419 441 440 471 481 507 320 211 183 124 75 55 6583 13597 15 23 56 22,5 375 440 345 365 429 474 455 497 566 628 653 522 383 253 235 156 91 7265 17 38 139 334 535 498 481 359 412 430 406 437 506 510 510 310 229 189 127 81 41 6630 13895 25 20 15 43 52 130 206 368 411 489 445 568 362 413 406 A18 425 400 520 423 451 448, 465 470 518 532 643 511 718 339 525 353 400 258 264 170 281 145 162 85 99 44 7479 6863 14342 18 21 23 41 53 138 209 354 390 506 433 528 379 461 407 399 436 400 488 452 548 420 517 450 572 ,476 661 538 670 566 577 355 426 245 307 275 276 200 195 89 84 52 7751 7006 14757 NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATION 0797 RT. 25 * M.P. 0711200 VP LAWEL LAKE VINEYARD MONTH APRIL YEAR 1999 PAGE 64 DM OW D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT DAY TOT ifi 5 t 49 20 11 20 19 59 206 361 420 417 417 439 460 483 585 620 714 661. 563 500 390 313 260 227 8233 2 28 14 19 21 32 120 325 450 534 471 404 457 474 431 454 551 545 582 388 232 255 215 150 135 7287 15520 17 6 1 100 56 32 20 26 63 150 225 319 421 537. 555 643 656 546 573 528 442 436 355 273 290 230 210 7686 2 53 18 20 17 24 65 171 227 349 450 475 515 535. 474 538 507 481 483 407 288 255 198 159 129 6838 14524 18 7 1 95 60 46 30 31 41 BB 126 190 310 381 454 583 600 572 540 484 423 361 283 239 190 116 62 6305 2 66 3fi 20 13 16 36 66 118 217 264 406 407 531 624 575 625 543 559 409 346 255 185 117 70 6504 12809 19 1 7 45 19 20 18 13 60 209 381 433 388 401 431 458 474 433 5fi6 629 678 499 '341 283 221 144 71 7215 2 24 14 12 17 41 139 371 492 547 452 403 377 425 425 439 488 539 477 353 267 189 144 74 47 6756 13971 20 2 1 41 27 16 19 13 48 213 390 425 375 360 402 446 461 499 611 617 645 494 295 260 232 174 78 7140 2 16 15 12 20 39 152 353 519 541 465 409 428 427 434 401 505 503 469 310 206 172 129 69 48 6642 73782 21 3 1 49 T4 13 15 20 50 216 366 429 353 376 470 474 432 479 584 666 697 483 413 284 292 175 90 7440 2 t9 14 9 14 49 143 358 489 537 423 369 400 398 443 479 506 531 528 407 284 205 142 96 64 6907 14347 22 4 1 42 13 18 19 16 49 210 360 467 394 376 459 396 474 490 551 662 708 468 369 306 238 184 104 7373 2 18 12 14 15 43 135 364 518 532 457 411 415 473 443 429 487 523 473 350 238 190 168 88 54 6850 14223 ~ 23 5 1 65 34 /7 20 21 57 207 431 441 418 377 474 509 497 551 610 625 701 420 454 350 346 252 154 8029 ~ 2 32 14 15 19 36 142 352 438 529 446 409 458 457 459 558 578 540 576 365 237 191 171 131 103 7256 15285 24 6 1 108 47 30 20 35 58 163 303 378 462 491 642 630 616 602 633 877 476 476 412 308.249 214 190 8220 2 38 19 8 15 24 62 160 269 391 436 499 512 515 522 475 565 465 528 415 344 298 263 200 142 7165 15385 25 7 1 115 61 44 2B 22 36 73 151 213 326 3B8 483 610 615 62B 545 487 402 349 277 267 177 119 62 6478 2 53 24 21 18 22 32 B9 145 216 302 420 457 514 556 532 601 629 543 424 367 316 183 110 75 6649 13127 26 I 1 34 28 15 17 21 44 784 379 435 366 402 442 458 498 448 555 631 687 460 314 255 248 155 T6 7152 2 26 11 15 13 46 135 365 515 534 451 394 408 445 427 482 456 525 475 335 261 195 140 71 46 6771 13923 27 2 1 31 25 15 11 16 56 224 403 426 350 439 448 507 462 519 589 603 677 -510 378 291 258 160 88 7486 Z 22 8 11 11 41 149 386 533 544 434 393 412 426 429 468 515 546 521 322 256 206 104 73 39 6849 14335 28 3 i 41 11 12 t7 20 50 220 399 445 407 397 457 455 442 508 575 630 646 481 419 256 255 156 86 7385 2 25 11 11 19 41 158 379 504 547 438 395 446 413 419 410 491 558 531 381 261 198 135 107 57 6933 14318 29 4 1 55 19 14 22 30 56 228 410 435 430 422 495 490 469 509 582 662 633 503 428 325 283 226 89 7815 2 28 9 13 23 54 147 354 529 541 429 434 412 456 '427 459 548 544 521 401 256 218 171 88 55 7117 14932 30 5 I 54 22 23 19 26 51 217 407 497 428 398 505 521 521 541 606 686 692 608 512 389 358 246 182 8509 2 21 15 17 21 46 155 347 465 558 433 451 459 482 462 515 543 556 562 387 303 265 187 150 93 7493 16002 O A NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATION 0797 RT. 25 + M.P. 0711200 P LAWEL LAKE VINEYARD MONTH APRIL YEAR 1999 WEEKDAYS SATURDAYS SUNDAYS D DAYS ADT SPLIT AV HIHR HR DAYS ADT SPLIT AV HIHR HR DAYS ADT SPLIT AV HIHR HR 1 22.0 7568 52.2 650 18 4.0 T672 52.6 623 13 4.0 5910 49.4 550 13 2 22.0 fi931 47.8 533 17 4.0 6922 47.4 528 13 4.0 6046 50.6 527 /4 DAYS AOT AV HIHR PRCNT% DAYS AOT AV HIHR PRCNT% DAYS ADT AV HIHR PRCNT% TOT 22.0 14499 650 4.5 4.0 14594 623 4.3 4.0 11956 550 4.6 PAGE 65 MONTH DAYS ADT 30.0 7361. 30.0 fiB12 DAYS ADT MAOT CHG 30.0 14173 +13.2 O tP STATION 0797 RT. 25 wEEK0A Y5 YEAR MO GAYS ADT HI HR 1998 5 21 14980 672 6 22 75596 687 7 23 16971 695 8 21 16735 680 9 22 15309 640 10 22 14501 644 11 21 13527 623 12 23 13778 623 1999 1 21 12463 600 2 16 12709 593 3 23 13504 635 4 22 14499 650 12 M ONTHS REPORTED 4 257 14548 650 NEW YORK STATE CONTINUOUS COUNT STATION RUNNING AADT REPORT MONTH APRIL YEAR 1999 , + M.P. 0711200 vA IAWEL LAKE VINEYARD SATURDAYS SUNDAYS MONTH PRCNT% DAYS ADT HI HR PRCNT% DAYS ADT HI HR PRCNT% DAY$ MADT 4.5 OS 15721 644 4.1 OS 13855 605 4.4 31 14918 4.4 04 17166 690 4.0 04 .15041 678 4.5 30 15731 4.1 04 18305 747 4.1 04 1fi661 751 4.5 31 17103 4.1 OS 17988 747 4.2 OS 15926 703 4.4 31 16806 4.2 04 17770 836 4.7 04 15437 704 4.6 30 15654 4.4 OS 15916 745 4.7 04 15994 852 5.3 31 14921 4.6 04 74118 646 4.6 OS 12095 645 5.3 30 13366 4.5 04 13388 593 4.4 04 11303 555 4,9 31 13408 4.8 05 12004 559 4.7 05 8998 428 4.8 31 11830 4.7 04 12608 558 4.4 04 10196 494 4.8 24 12273 4.7 04 13491 571 4.2 04 10564 504 4.8 31 13123 4.5 04 14594 623 4.3 04 11956 550 4.6 30 14173 RUNNING AADT 4.5 52 15258 623 4.3 52 13168 550 4.6 361 14442 PAGE 66 MADT CHG +20.9 +16.1 +1.9 +15.2 +46.7 +44.8 +36.5 +29.0 +25.1 +38.5 +13.2 NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATION 0797 RT. 25 + M.P. 0711200 ~ LAWEL LAKE VINEYARD MONTH MAV YEAR 1999 PAGE 66 DM DW 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT DAY TOT 1 6 1 114 62 37 22 26 67 172 260 378 442 550 667 643 649 fi19 599 fi01 466 464 373 302 260 246 166 8205. 2 55 30 26 13 34 77 188 255 347 413 571 522 614 475 501 570 526 567 483 360 318 267 188 110 7510 15715 2 7 1 110 54 35 31 30 44 86 155 181 352 460 528 621 662 676 529 485 404 337 286 279 187 115 76 6723 2 69 29 24 15 24 33 78 142 221 347 420 486 557 635 639 692 658 565 480 373 308 179 93 65 7132 13855 3 1 t 45 20 13 18 24 61 222 381 433 392 379 430 504 455 518 593 603 660 411 344 235 239 133 69 7183 2 20 10 22 22 52 158 340 518 547 477 459 453 443 486 460 461 477 514 318 219 188 129 61 54 6888 14071 4 2 1 44 19 14 14 17 52 203 363 435 381 337 422 432 435 526 537 649 633 509 373 262 249 155 85 7146 2 17 6 22 27 47 160 371 497 503 449 425 421 407 408 423 486 521 491 423 269 164 120 74 40 6765 13911 5 3 1 41 17 15 14 23 55 222 378 417 383 432 470 504 478 529 602 630 704 547 451 313 240 177 87 7729 2 27 It 10 25 52 158 364 495 542 463 411 437 462 415 470 482 510 543 395 286 262 193 143 44 7200 14929 6 4 1 49 21 24 16 28 81 239 427 450 393 415 521 463 483 512 620 656 701 494 381 338 288 175 128 7903 2 31 10 33 18 46 156 356 491 546 450 410 412 441 460 511 530 607 511 424 249 198 181 100 59 7230 15133 7 5 t 45 3t 19 21 24 66 256 375 458 445 399 487 504 537 575 629 720 672 568 489 377 384 313 180 6574 2 32 16 13 27 46 150 337 475 ,537 436 421 454 476 516 521 548 612 590 396 306 231 199 119 124 7582 16156 O 8 6 1 122 48 34 23 37 74 161 249 314 405 511 582 629 582 567 592 541 515 460 400 340 294 231 148 7859 ~ 2 70 34 21 20 31 B6 152 210 346 449 482 585 569 547 542 548 494 468 485 390 257 248 206 119 7359 15218 9 7 1 139 71 48 38 26 40 85 143 217 348 423 505 628 649 599 548 476 428 372 375 304 278 134 79 6953 2 76 33 25 22 20 47 69 109 231 317 422 456 508 538 564 594 619 546 481 486 407 278 127 60 7035 13988 10 1 1 44 24 20 21 24 76 235 396 493 402 438 463 465 465 461 553 685 670 519 412 286 275 184 80 7711 2 36 9 16 22 53 159 346 495 566 468 381 442 449 434 478 511 498 588 365 279 231 159 71 49 7107 14818 11 2 1 36 25 20 20 27 65 258 397 455 386 417 457 487 506 527 589 645 677 543 388 332 245 160 116 7776 2 19 19 17 18 67 135 368 499 594 466 408 421 416 452 476 540 539 565 371 282 188 149 85 56 7150 14926 t2 3 t 46 21 18 26 26 55 251 392 425 445 421 489 499 455 489 583 693 644 498 428 315 279 172 103 7773 2 29 7 12 21 48 145 358 479 596 480 402 447 449 450 442 527 517 819 367 291 257 189 98 50 7280 15053 13 4 1 61 27 27 23 22 77 244 394 468 382 412 455 530 528 521 586 844 708 601 441 328 299 224 104 8084 2 29 18 19 31 52 133 366 479 558 470 462 403 485 494 481 504 562 550 380 300 237 172 127 50 7362 15446 t4 5 t 60 26 21 21 27 79 248 393 484 402 476 526 572 584 550 641 720 706 546 469 440 427 305 220 8925 2 34 11 15 26 53 149 354 453 536 444 451 527 476 499 515 573 620 587 422 335 258 197 178 78 7789 16714 i5 6 1 117 74 43 26 35 97 179 276 365 524 574 678 703 fi68 643 615 599 537 471 400 311 252 219 186 8592 2 65 43 24 20 45 94 176 266 360 464 535 540 543 494 513 587 582 621 558 392 321 295 224 137 7889 16481 i NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATION 0797 RT. 25 + M.P. 0711200 ~ LAWEL LANE VINEYARD MONTH MAY YEAR 1999 PAGE 67 OM OW D 1 2 3 4 5 6 7 B 9 10 11 12~ 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT DAV TOT 16 7 1 140 59 35 18 28 68 129 181 229 367 518 558 611 627 647 566 499 429 396 330 270 187 125 76 7093 2 64 31 17 19 30 51 104 151 220 321 451 469 520 629 571 716 683 635 543 446 385 271 118 70 7535 14628 17 1 1 57 19 18 20 23 60 232 379 460 394 41fi 460 503 522 510 570 599 672 455 457 272 271 161 80 7610 2 26 16 17 24 47 178 361 498 568 498 435 421 461 ,494 463 527 554 568 365 283 211 178 91 54 7338 14948 18 2 7 55 26 25 .23 16 70 260 418 474 388 425 407 461 465 529 549 667 674 522 386 298 282 146 107 7673 2 24 22 17 25 43 155 380 501 584 461 423 426 483 465 476 559 517 520 373 262 204 144 103 62 7229 14902 19 3 1 64 24 24 19 19 59 199 373 454 386 389 507 440 490 508 576 659 815 554. 377 251 285 203 106 7583 2 37 16 11 22 51 160 345 439 565 454 512 451 446 436 482 524 522 488 368 270 212 196 97 71 7175 14758 20 4 1 65 33 26 21 34 90 244 426 458 437 421 451 535 543 522 638 694 731 559 459 306 327 219 142 8381 2 23 24 20 i6 ~ 58 153 367 467 522 462 457 418 483 459 538 584 560 583 371 318 245 205 128 69 7530 15911 21 5 1 71 38 25 21 34 69 261 424 508 458 522 581 569 810 605 693 688 700 659 530 450 370 334 204 9434 2 34 18 19 20 42 162 343 443 534 492 444 523 559 546 480 592 576 580 492 346 258 249 192 142 8086 17520 22 6 1 116 65 39 34 38 92 216 293 347 463 527 705 664 654 728 609 584 503. 175 410 301 282 231 173 8549 2 71 33 28 22 38 80 197 306 380 427 475 468 550 473 507 554 572 59:. 179 388 352 293 260 171 7719 16268 O 23 7 1 130 62 39 27 33 47 98 141 200 271 366 416 484 528 512 469 480 411 332 294 221 179 144 79 5963 J 2 86 43 16 23 31 44 78 135 213 345 461 536 612 592 540 563 503 459 377 272 257 182 135 69 6572 12535 24 1 1 45 22 20 27 20 60 227 383 419 359 406 446 434 457 488 545 604 638 474 349 242 234 135 86 7120 2 33 9 17 25 61 174 359 528 555 483 427 452 417 462 441 494 469 506 345 209 150 136 90 60 6904 14024 25 2 t 57 30 18 21 26 77 233 407 419 412 398 481 459 494 546 587 660 718 550 416 319 238 163 98 7828 2 27 15 18 18 48 173 360 482 561 425 436 473 467 470 498 549 527 558 394 295 204 173 84 70 734fi 15174 26 3 1 62 34 18 20 14 75 248 404 472 405 415 480 437 560 526 601 690 729 602 439 258 285 181 118 8073 2 29 13 21 21 45 164 382 498 537 466 404 486 479 451 507 547 528 527 426 302 223 184 111 78 7429 15502 27 4 1 72 23 30 15 28 68 247 438 489 435 459 521 537 555 538 625 717 730 582 469 395 369 313 141 8796 2 33 14 14 22 49 157 375 487 561 456 447 436 465 483 502 575 564 572 501 295 250 177 136 99 7670 16466 28 5 1 86 42 28 21 31 105 302 453 519 499 469 614 584 642 657 715 696 717 638 581 458 463 383 245 9948 2 39 13 15 20 58 150 343 436 540 485 454 455 496 500 533 565 555 570 417 289 308 241 217 151 7852 17800 29 6 1 147 87 42 33 48 112 274 358 433 537 639 686 732 769 704 653 603 485 473 393 359 365 276 180 9388 2 84 38 32 18 46 84 161 217 320 420 469 524 415 444 512 591 591 565 513 430 379 369 326 207 7797 17185 30 7 t 122 76 67 32 51 90 138 245 326 463 591 678 787 773 689 .704 602 471 411 400 358 282 200 139 8695 2 144 54 41 25 32 48 109 167 239 360 466 462 493 531 583 618 684 686 582 529 599 565 372 216 8605 17300 NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATION 0797 RT. 25 + M.P. 0711200 P LAWEL LAKE VINEYARD MONTH MAY YEAR 1999 PAGE 68 DM DW D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT DAY TOT 31 t t 78 63 52 27 34 67 123 169 212 337 362 476 534 527 460 425 378 329 276 267 201 208 126 64 5815 2 117 44 48 18 25 50 114 147 240 350 326 359 539 764 717 618 613 544 526 525 451 362 188 BO 7765 13580 WEEKDAYS SATURDAYS SUNDAYS MONTH D DAYS ADT SPLIT AV HIHR HR DAYS ADT SPLIT AV HIHR HR DAYS ADT SPLIT AV HIHR HR DAYS ADT 1 2t.0 7955 5t.9 668 18 5.0 8519 52.7 674 13 5.0 7085 49.0 648 14 31.0 7906 2 21.0 7366 48.1 551 18 5.0 7655 47.3 570 16 5.0 7376 51.0 637 16 31.0 7414 DAYS ADT AV HIHR PRCNT% DAYS ADT AV HIHR PRCNT% DAYS ADT AV HIHR PRCNT% ~ DAYS ADT MADT CHG TOT 21.0 15321 668 4.4 5.0 16174 674 4.2 5.0 14461 648 4.5 31.0 1532D +2.7 O W STATION 0797 RT. 25 WEEKDA YS YEAR MO GAYS ADT HI HR 7998 6 22 15596 687 7 23 16971 695 8 21 16735 680 9 22 15309 640 10 22 14501 644 11 21 73527 623 12 23 13778 623 1999 1 21 12463 600 2 16 12709 593 3 23 13504 635 ~ 4 22 14499 650 5 21 15321 668 12 MONTHS REPORTED 5 257 14576 668 NEW YORK STATE CONTINUOUS COUNT STATION RUNNING AADT REPORT MONTH MAY YEAR 1999 + M.P. 0711200 O LAWEL LAKE VINEYARD SATURDAYS SUNDAYS MONTH PRCNT% DAYS ADT HI HR PRCNT% DAYS ADT MI HR PRCNT% DAYS MAOT 4.4 04 17166 690 4.0 04 15041 678 4.5 30 15731 4.1 04 18305 747 4.1 04 16661 751 4.5 31 17103 4.1 05 17988 747 4.2 'O5 1592fi 703 4.4 31 16806 4.2 04 17770 836 4.7 04 15437 704 4.6 30 15654 4.4 OS 15916 745 4.7 04 15994 852 5.3 31 14921 4.6 04 14118 646 4.6 O5 12095 645 5.3 30 13366 4.5 04 13388 593 4.4 04 11303 555 4.9 31 13408 4.8 05 12004 559 4.7 OS 8998 428 4.8 31 11830 4.7 04 12608 558 4.4 04 10196 494 4.8 24 12273 4.7 04 13491 571 4.2 04 10564 504 4.8 31 13123 4.5 04 14594 623 4.3 04 11956 550 4.6 30 14173 4.4 05 16174 674 4.2 05 14461 648 4.5 31 15320 RUNNING AADT 4.4 52 15294 674 4.2 52 13219 648 4.5 361 14476 PAGE 69 MADT CHG +16.1 +1.9 +15.2 +46.7 +44.8 +36.5 *29.0 +25.,1 +38.5 +13.2 *2.7 O 1 i NEW YOR K STATE CONTI NUOUS COUNT $ TAT10 N HOURLY REPO RT I STATION 07 97 RT. 25 + M. P. 07 11200 ~ LA WEI L AKE V INEYARD MONTH JUNE YEA R 199 9 PAGE 65 DM D W D 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 i6. 17 18 19 20 21 22 23 24 DIR TOT DA Y TOT 1 2 1 46 24 15 19 21 79 269 390 451 374 460 461 529 494 519 584 613 642 539 367 318 260 166 87 7727 2 43 20 13 14 e6 187 386 511 581 505 478 454 532 491 512 564 551 535 419 276 237 187 104 67 1753 15480 2 3 1 55 31 19 20 20 64 229 382 453 453 398 518 509 492 517 604 659 691 569 444 316 379 169 123 8114 2 34 21 7 26 46 170 336 456 557 484 443 464 441 447 496 559 562 562 477 262 246 243 107 61 7507 15621 3 4 1 63 38 18 30 25 59 211 428 482 442 458 474 523 488 523 591' 676 T10 fi36 472 346 316 211 119 8339 2 36 27 24 20 53 144 362 496 529 506 446 483 457 465 464 569 536 552 368 336 251 247 143 67 7581 15920 4 5 I 76 38 26 28 26 70 248 413 460 473 505 556 533 542 583 665 703 735 653 566 489 424 316 242 ~ 9370 2 a0 19 19 21 57 144 356 462 527 505 461 475 . 507 522 473 481 501 528 442 319 303 258 189 139 7748 17118 5 6 1 127 82 44 25 39 78 191 373 400 546 616 691 712 640 608 624 567 517 534 448 314 304 263 211 6974 2 63 26 19 15 42 7/ 176 265 409 489 536 486 559 474 542 576 610 566 510 428 418 335 233 194' 6042 17016 6 7 1 123 88 66 36 2B 84 209 499 519 418 441 556 573 648 589 556 438 436 360 317 246 192 159 106 7687 2 130 58 31 36 34 49. 96 152 199 366 460 534 563 657 764 744 820 705 579 512 300 299 163 94 8425 16112 7 1 1 45 26 23 23 21 80 226 384 483 415 418 473 500 495 485 633 586 634 541 399 313 312 172 94 7781 2 43 15 14 24 50 155 353 499 552 53B 440 492 420 460 461 479 535 533 38B 273 270 216 137 71 7438 15219 8 2 1 65 26 13 24 30 67 226 394 462 419 397 485 495 503 553 597 632 666 518 420 315 279 189 102 7877 2' 37 13 14 23 57 139 376 492 531 453 442 428 435 472 478 535 512 561 37B 301 243 219 133 ~68 7340 15217 9 3 1 62 a4 20 19 35 78 214 394 476 409 399 479 489 562 543 595 638 681 551 423 279 276 172 94 7932 2 28 21 19 18 53 146 335 477 536 445 438 456 510 475 523 554 604 547 394 258 219 165 122 62 7405 15337 10 4 1 66 34 22 14 28 73 222 425 474 421 405 498 549 522 548 624 671 670 587 462 324 302 214 124 8279 2 40 14 15 18 47 140 375 467 531 455 434 46fi 528 518 483 329 551 548 443 300 261 203 120 73 7559 15838 11 5 1 83 54 30 19 37 81 242 411 504 494 460 477 576 577 579 648 716 783 662 547 482 490 396 244 9592 2 34 21 21 13 61 149 321 447 524 468 464 476 500 520 521 613 601 621 494 352 292 265 192 155 8145 17737 12 6 1 123 92 60 32 36 90 178 294 398 500 581 697 725 727 714 707 656 535 515 441 423 339 253 214 9330 2 91 39 21 29 26 71 165 271 347 456 .579 560 529 591 541 586 580 578 595 491 439 424 278 223 8510 17840 13 7 1 105 83 51 25 25 57 100 152 214 313 428 446 557 608 613 543 494 431 373 333 242 229 146 107 6675 2 143 91 35 25 25 47 81 152 207 334 444 518 615 636 593 626 636 563 478 397 404 330 173 87 7640 14315 14 1 1 64 19 24 iB 22 72 205 372 476 440 432 460 471 489 370 602 670 651 571 383 294 .267 134 85 7591 2 37 12 17 17 50 180 361 517 543 507 476 476 451 508 '502 522 562 558 392 291 251 176 120 72 7618 15209 15 2 1 66 37 21 19 25 79 253 428 465 456 416 514 509 504 591 595 652 673 568 q69 354 313 183 110 8320 2 18 20 15 20 45 163 372 467 566 470 444 452 456 466 507 557 574 547 392 288 286 198 151 88 7562 15882 NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT 1 I STATI ON 07 97 RT. 25 + M.P. 07 11200 ~ LAWEL LAKE V INEYARD MONTH JUNE YEAR 1999 ~ PAGE 66 DM OW D 1 2 3 4 5 6 7 B 9 /0 11 12 13 14 15 16 17 16 19 20 21 22 23 24 DIR TOT DAY TOT 16 3 1 64 56 32 15 24 71 239 407 484 404 442 505 548 502 516 568 702 661 515 467 319 283 186 107 8117 2 33 17 12 16 52 132 355 476 564 468 413 485 467 471 507 548 562 593 447 317 212 203 133 78 7581 15698 17 4 1 73 37 23 13 22 80 216 338 461 391 402 500 492 486 579 626 704 720 571 464 352 310 185 129 6174 2 42 16 16 16 40 141 332 437 510 515 470 466 490 , 531 523 558 589 570 411 274 221 208 156 75 7607 15781 78 5 1 82 47 25 30 38 75 276 385 522 500 480 567 563 585 631 677 746 720 720 584 504 456 403 236 9652 2 50 1t 16 23 58 136 337 408 530 465 479 517 515 516 474 562 657 602 514 352 326 247 199 153 8147 17999 19 6 1 147 85 50 27 38 91 196. 293 393 513 680 748 820 779 800 704 655 636 556 480 386 482 315 219 10101 2 90 33 12 21 30 62 153 249 332 385 523 552 524 555 582 662 671 669 639 493 468 413 389 282 8789 18890 20 7 t 146 89 46 46 27 67 112 162 250 356 461 661 711 703 716 608 443 386 320 337 375 286 144 95 7549 2 128 44 32 22 28 53 70 122 217 352 466 506 630 615 640 672 681 686 514 512 531 383 202 120 8226 15775 2t 1 1 67 34 18 15 32 52 213 364 432 414 442 478 530 535 594 566 660 730 520 355 312 257 165 90 7875 2 43 21 15 21 49 172 318 470 533 486 472 513 532 532 511 559 579 531 374 274 241 173 125 73 7625 15500 22 2 1 56 27 21 21 21 63 265 387 448 422 414 503 536 501 533 541 652 676 530 398 326 303 192 122 7958 2 43 14 18 24 49 147 350 469 539 436 462 459 476 511 481 526 505 611 408 278 256 218 130 53 7463 15421 23 3 1 87 34 21 29 28 68 252 413 524 427 522 541 538 490 533 556 648 685 517 424 365 290 184 130 8306 2 40 13 19 17 55 141 365 480 554 499 472 442 515 496 528 518 571 586 429 313 265 229 151 60 7758 16064 24 4 1 90 37 27 25 31 81 246 400 444 465 405 536 574 559 486 548 689 751 579 433 373 320 257 159 8515 2 57 22 16 19 62 152 344 475 541 451 474 461 462 529 523 522 563 613 422 .331 289 226 152 86 7792 16307 25 5 1 78 63 27 21 26 70 250 419 484 490 510 552 646 567 607 664 724 757 558 528 476 466 339 211 9533 2 44 27 25 23 49 142 316 461 504 472 490 564 517 498 524 560 613 608 458 315 294 262 182 144 8092 17625 26 6 1 127 72 54 27 48 85 214 321 383 523 634 628 752 678 701 643 636 532 457 397 390 372 274 200 9148 2 83 27 33 13 32 73 168 239 330 451 505 510 522 530 498 611 604 628 525 402 467 428 326 243 8248 17396. 27 7 1 127 75 52 38 24 82 131 177 251 374 508 586 606 601 499 478 425 434 336 338 311 272 175 105 7007 2 tt8 54 35 24 46 38 115 138 228 382 463 495 541 581 607 557 603 584 592. 443 523 346 214 98 7825 14832 28 1 1 77 '38 33 19 23 68 237 387 437 379 460 517 548 540 524 590 621 668 531 363 320 280 172 106 7958 2 a7 23 15 23 70 179 347 471 534 488 471 512 496 523 475 553 561 609 404 323 281 216 132 6fi 7819 15777 29 2 1 53 21 21 27 23 74 242 389 433 379 454 500 516 523 525 S88 645 634 559 391 317 313 156 90 7873 2 34 20 17 20 52 159 357 442 542 448 470 464 522 492 486 550 573 541 409 290 219 196 135 70 7508 15381 30 3 1 71 47 21 21 29 72 268 370 461 444 502 548 604 579 555 601 643 705 574 465 363 309 201 116 8569 2 32 19 11 24 53 152 341 425 502 464 508 489 519 538 512 558 819 565 415 359 238 255 183 81 7862 16431 STATION 0797 RT. 25 + WEEKDAYS D DAYS ADT SPLIT AV HIHR HR 1 22.0 8348 52.1 693 18 2 22.0 7678 47.9 569 17 DAYS ADT AV HIHR PRCNT% TOT 22.0 16026 693 4.3 NEW YORK STATE CONTI NUDUS COUNT STATION HOURLY REPORT M.P. 0711200 @ LAWEL LAKE VINEYARD MONTH JUNE YEAR 1999 SATURDAYS SUNDAYS DAYS ADT SPLIT AV HIHR HR DAYS ADT SPLIT AV HIHR HR 4.0 9388 52.8 752 13 4.0 7230 47.4 640 14 4.0 8397 47.2 616 17 4.0 8029 52.6 685 1T DAYS ADT AV HIHR PRCNT% DAYS ADT AV HIHR PRCNT% 4.0 17785 752 4.2 4.0 ~ 15259 685 4.5 PAGE 67 MONTH DAYS ADT 30.0 8337 30.0 7821 DAYS ADT MAOT CHG 30.0 16158 *2.7 N NEW YORK STATE CONTINUOUS COUNT STATION RUNNING AADT REPORT MONTH JUNE YEAR 1999 STATIDN 0797 RT. 25 + M.P, 0711200 4! LAWEL LAKE VINEYARD WEEKDAYS SATURDAYS $UNDAVS MONTH YEAR MO DAYS ADT HI HR PRCNT% DAYS ADT HI HR PRCNT% DAYS ADT HI HR PRCNT% GAYS MADT 1998 7 23 16971 695 4.1 04 18305 747 4.1 04 16661 751' 4.5 31 17103 8 21 16735 660 4.1 OS 17988 747 4.2 05 15926 703 4.4 31 16806 9 22 15309 640 4.2 04 17770 836 4.7 04 15437 704 4.6 30 15654 10 22 14501 644 4.4 OS 15916 745 4.7 04 15994 852 5.3 31 14921 it 21 13527 623 4.6 04 14118 646 4.6 OS 12095 645 5.3 30 13366 12 23 13778 623 4.5 04 13388 593 4.4 04 11303 555 4.9 31 13408 1999 1 21 12463 600 4.8 OS 12004 559 4.7 05 8998 428 4.8 31 11830 2 16 12709 593 4.7 04 12608 558 4.4 04 10196 494 4.8 24 12273 3 23 13504 635 4.7 04 13491 571 4.2 04 10584 504 4.8 31 13123 4 22 14499 650 4.5 04 14594 623 4.3 04 11956 550 4.6 30 14173 W 5 21 15321 668 4.4 05 16174 674 4.2 OS 14461 648 4.5 31 15320 6 22 16026 693 4.3 04 17785 752 4.2 04 15259 685 4.5 30 16156 12 MONTHS REPORTED RUNNING AADT 6 257 14612 693 4.3 52 15345 752 4.2 52 13238 685 4.5 361 14511 PAGE 68 MADT CHG +1.9 +15.2 +46.7 +44.8 +36.5 +29.0 +25.1 +38.5 +13.2 +2.7 +2.7 ~. NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATION 0797 RT. 25 + M.P. 0711200 &~ LAWEL LAKE VINEYARD MONTH JULY YEAR 1999 PAGE 67 DM DW D 1 2 3 4 5 6 7 8 9 10 /1 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT OAV TDT t 4 I BO 50 24 18 24 69 250 409 453 402 478 '545 573 578 545 658 674 724 610 486 461 390 300 168 8989 2 37 21 15 25 55 155 336 465 488 481 509 508' 512 563 540 577 620 570 45fi 365 302 278 154 113 8145 17134 2 5 t tt1 60 33 27 25 83 261 413 521 460 542 616 640 704 677 687 737 688 669 525 509 444 380 218 10030 2 45 22 20 21 47 126 299 383 471 512 520 563 605 523 563 580 660 567 466 320 269 282 222 797 8277 18307 3 6 7 169 120 67 38 49 137 244 365 455 641 746 717 725 695 675 623 603 507 524 498 478 360 277 201 9914 2 78 52 39 28 24 68 156 197 311 462 506 497 521 490 513 594 536 639 505 465 457 439 443 368 8388 18302 4 7 t 145 95 63 40 42 73 129 217 261 429 514 594 699 742 711 654 562 454 384 336 330 276 258 204 8212 2 206 76 45 22 38 40 88 128 252 275 415 486 525 606 543 595 536 508 490 465 556 580 483 328 8286 16498 5 t t 113 63 44 36 29 91 153 172 230 339 467 511 552 510 519 461 464 415 389 352 322 283 181 102 6798 2 149 61 36 12 43 60 136 169 281 384 515 499 528 546 588 573 581 559 561 496 506 485 279 167 8214 15012 6 2 1 60 35 21 23 28 84 251 385 417 426 454 552 541 569 494 596 591 639 529 423 330 316 196 125 8085 2 54 18 15 35 83 186 359 452 564 526 530 574 500 542 475 552 555 532 421 345 275 251 175 81 8100 16185 7 3 t 72 35 23 25 32 78 266 429 478 457 486 553 5G1 534 577 564 738 732 5fi6 507 406 335 215 132 8801 2 49 22 17 30 66 149 330 439 555 465 486 522 519 494 533 562 615 683 465 371 301 309 189 103 8276 17077 e 4 t 71 28 31 28 30 90 245 425 441 463 4B2 553 604 605 609 640 707 682 640 508 440 349 264 145 9080 {~ 2 47 20 22 18 59 148 335 441 523 476 453 496 520 568 525 602 654 648 493 365 314 266 165 102 8260 17340 9 5 1 75 59 16 30 25 85 254 373 454 472 526 578 636 573 640 669 683 721 629 526 510 410 350 226 9522 2 43 29 17 22 51 137 329 402 496 439 480 521 553 573 597 583 644 649 481 344 308 259 209 124 8290 17812 10 6 1 1St 72 43 25 43 90 217 281 392 545 552 652 724 697 694 662 636 581 507 453 360 317 260 197 9151 2 78 44 35 20 31 64 161 236 347 415 483 559 586 5B6 516 652 608 574 550 458 375 369 288 219 8254 77405 tt 7 1 136 81 53 31 45 82 131 200 274 464 573 662 753 776 706 613 542 441 390 341 257 232 172 103 8058 ' 2 175 70 33 24 34 39 97 122 208 316 422 493 564 622 641 758 856 689 623 541 550 456 287 132 8752 16810 t2 t 1 73 29 27 18 24 69 255 408 448 416 490 555 573 569 505 589 664 660 532 439 376 270 192 136 8317 2 42 17 16 25 60 180 360 445 510 481 530 555 560 524 523 573 670 676 485 363 263 221 147 69 8295 16612 73 2 1 90 38 18 13 17 71 241 361 435 397 476 486 562 588 556 593 666 685 551 459 397 309 197 144 8350 2 34 19 16 25 55 146 320 446 486 478 489 553 526 554 554 534 586 617 469 302 293 219 141 84 7946 16296 t4 3 1 91 32 17 18 20 68 259 391 405 451 498 575 585 516 534 548 703 635 428 146 244 391 267' 153 8045 2 39 24 12 16 41 146 347 459 497 429 473 504 492 539 S09 601 .592 660 550 292 274 239 138 92 7965 16010 t5 4 t 92 30 26 30 21 86 261 402 462 458 519 566 636 580 569 606 695 679 576 464 424 378 275 157 8994 2 52 17 17 23 51 151 336 448 506 460 509 488 510 521 498 597 630 651 477 349 291 299 183 73 8137 17131 NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATION 0797 RT. 25 i M.P. 0711200 ~ LAWEL LAKE VINEYARD MONTH JULY YEAR 1999 PAGE 68 DM DW D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 OIR TOT DAY 707 16 5 1 92 55 26 23 24 79 280 416 502 472 579 620 647 625 656 663 733 693 594 577 486 451 392 244 9929 2 46 23 20 13 54 149 336 427 476 460 485 574 518 542 558 590 626 603 470 325 322 298 221 170 8306 ~ 18235 17 6 t 133 a5 53 31 39 113 235 267 469 574 671 683 707 734 718 626 609 530 503. 419 401 342. 396 272 9610 2 90 47 27 17 31 75 156 238 327 459 499 512 569 ,530 542 571 591 678 522 523 515 553 405 312 8789 18399 18 7 1 134 e4 50 33 48 156 138 207 269 414 500 604 607 679 624 536 426 433 372 359 271 235 143 114 7436 2 138 60 51 15 34 47 95 141 226 361 496 526 527 587 570 632 593 583 606 574 525 444 254 132 8217. 15653 t9 1 I 70 28 t5 24 16 63 257 372 470 416 443 534 579 501 466 563 634 595 510 327 287 323 160 102 7775 2 42 18 15 22 52 186 339 452 517 518 479 508 519 515 511 554 584 543 399 354 216 188 128 58 7717 15492 20 2 I 56 40 23 15 23 75 268 398 466 434 477 540 599 564 546 588 636 712 555 448 372 314 178 105 8432 2 50 20 15 15 51 146 342 477 487 465 489 468 536 494 543 585 610 634 445 298 310 244 157 69 7950 16382 21 3 1 65 37 26 27 20 71 261 416 474 425 450 535 576 644 599 624 665 682 591 472 365 331 204 106 8666 2 44 1a 72 19 45 157 342 494 577 499 498 503 537 540 559 572 604 685 497 362 268 249 164- 67 8312 16978 22 4 1 59 40 31 18 19 79 276 400 492 430 517 531 631 5B4 581 800 638 752 642 464 349 331 202 119 8785 2 39 17 25 20 43 146 347 492 510 517 473 530 563 572 614 590 627 547 397 276 246 210 ,118 85 8004 16789 23 5 1 105 47 25 22 30 101 282 43T 510 516 565 665 718 722 6B8 687 697 749 623 546 522 440 353 238 10288 N 2 39 19 13 20 53 144 337 418 503 482 479 562 552 572 621 618 637 560 475 340 345 322 228 178 8517 18805 24 6 1 136 86 61 37 40 114 234 311 491 574 631 722 755 754 759 650 5B7 572 482 414 378 387 251 196 9622 2 79 36 32 23 41 70 159 256 350 503 555 531 542 519 564 564 611 649 544 468 505 491 359 273 8724 18346 25 7 I 150 81 53 32 37 86 131 188 255 418 494 645 703 567 602 523 470 361 356 310 304 256 185 122 7349 2 130 50 41 35 31 36 B1 129 246 353 441 498 568 561 659 658 687 672 501 534 546 439 215 161 8272 15621 26 I t 64 28 25 18 27 95 270 435 489 482 547 568 594 610 568 672 696 679 569 423 390 279 179 95 8802 2 43 20 18 25 58 184 336 463 505 516 520 530 572 563 557 585 640 654 466 356 295 248 152 78 8384 17186 27 2 1 70 34 26 21 17 73 274 475 553 521 579 625 668 631 655 695 633 678 567 449 405 309 185 126 9269 2 34 16 16 19 45 157 337 455 519 455 ,458 483 497 500 510 618 638 595 458 314 318 243 156 92 7933 17202 28 3 1 65 48 22 13 22~ 78 260 424 536 534 625 694 680 604 679 711 770 T36 593 426 416 314 206 116 9582 2 3a 25 16 20 45 147 327 478 539 472 489 533 547 525 586 568 615 639 458 371 238 320 202 92 8290 17872 29 4 1 70 52 40 20 28 68 323 417 463 464 507 573 596 585 613 658 671 689 608 487 428 410 233 133 9136 2 34 14 22 24 42 145 319 468 565 454 473 520 556 522 556 589 ¢69 652 456 358 339 259 160 102 8298 17434 30 5 1 a0 as 33 22 26 103 258 366 488 a97 515 534 576 543 600 506 550 719 637 587 519 481 354 216 9255 2 41 20 24 19 45 146 313 234 120 58 95 55 50 37 33 104 676. 597 426 365 315 319 261 192 4545 13800 NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT , STATION 0 797 RT. 25 + M.P. 0711200 ~ LAWEL MONTH JULY LAKE V INEYARD YEAR 1998 PAGE 71 DM 31 DW D 1 5 1 78 2 62 2 3 41 24 21 24 4 21 18 5 6 7 8 9 10 29 81 193 324 397 386 43 129 281 380 440 467 11 488 554 12 13 56B 635 490 567 14 15 16 644 636 715 540 555 595 17 18 728 772 589 613 19 20 21 22 23 24 DIR TOT DAY TO7 613 554 484 435 394 265 9505 494 373 368 303 200 189 8285 17790 WEEKDAYS D DAYS ADT SPLIT AV HIHR HR 1 23.0 8815 51.9 695 18 2 23.0 8156 48.1 632 18 DAYS ADT AU HIHR PRCNT% TOT 23.0 1G971 695 4.1 SATURDAYS DAYS A0T SPLIT AV HIHR HR 4.0 9537 52.1 747 13 4.0 8768 47.9 672 18 DAYS ADT AV HIHR PRCNT% 4.0 18305 747 4.1 SUNDAYS DAYS ADT SPLIT 4.0 7753 46.5 4.0 8908 53.5 DAYS ADT AV q.0 16661 AV HIHR HR 709 14 751 17 1IHR PRCNT% 751 4.5 MONTH DAYS ADT 31.0 8771 31.0 8332 DAVS ADT MADT CHG 31.0 17103 +1.9 (P NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPDRT ' STATION 0797 RT. 25 + M.P. 0711200 ~ LAWEL LAKE VINEYARD MONTH JULY YEAR 1999 OM DW D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 i6 17 18 19 20 31 6 1 168 106 56 42 35 107 217 265 415 514 580 686 744 685 670 606 679 622 572 491 2 80 55 25 17 44 82 155 241 320 434 564 541 517 495 527 614 564 594 658 480 WEEKDAYS SATURDAYS SUNDAYS D DAYS ADT SPLIT AV HIHR HR GAYS AOT SPLIT AV HIHR HR DAY$ ADT SPLIT AV HIHR HR 1 22.0 8860 52.5 679 18 5.0 9558 52.7 731 13 4.0 7764 48.1 691 13 2 22.0 8007 47.5 624 17 5.0 8502 47.3 627 18 4.0 8382 51.9 668 17 DAYS ADT AV HIHR PRCNT% DAY$ ADT AV HIHR PRCNT% DAY$ ADT AV HIHR PRCNT% TOT 22.0 16867 679 4.0 5.0 18140 731 4.0 4.0 16146 691 4.3 J ,, PAGE 69 21 22 23 24 O1R TOT OAV TOT 375 361 263 226 9493 508 487 410 342 8754 18247 MONTH DAY$ AOT 31.0 8831 31.0 8148 DAYS ADT MADT CHG 31.0 16979 -0.7 NEW YORK STATE CONTINUOUS COUNT STATIDN HOURLY REPORT STATION 0797 RT. 25 + M.P. 0711200 @ LAWEL LAKE VINEYARD MONTH AUGUST YEAR 1999 PAGE 71 DM DW D 1 2 3 4 5 6 7 8 9 10 11 12 i] 14 15 16 17 16 19 20 21 22 23 24 OIR TOT DAY TOT 7 7 t 132 106 56 36 30 84 131 192 235 379 450 571 622 668 620 580 466 462 360 385 272 265 172 118 7392 2 116 70 46 22 30 45 99 143 229 302 426 511 516 587 579 690 620 647 506 525 489 438 274 152 8064 15456 2 7 1 70 43 26 23 29 89 263 385 524 517 528 583 579 568 542 654 667 717 568 444 434 292 174 122 8843 2 4a 19 18 23 71 183 368 187 t4 17 5 3 3 15 34 3 324 666 499 342 295 262 161 82 3638 12481 3 2 i 73 41 28 21 23 85 294 436 544 448 568 582 644 617 615 683 686 684 566 443 384 297 199 124 9085 2 49 19 20 24 56 151 321 487 567 523 550 538 547 552 530 580 626 622 446 331 303 225 166 115 8348 17433 4 3 1 73 46 20 17 30 94 301 435 480 456 524 566 636 590 577 591 699 715 640 398 301 290 203 115 8877 2 33 t6 t2 79 54 155 326 449 519 497 501 506 597 509 549 559 672 606 458 391 313 315 200 9'7 8355 17232 5 4 t 78 45 38 17 24 95 308 395 435 448 479 574 591 568 602 642 697 723 569 476 410 338 198 155 6905 2 24 27 25 22 43 155 328 440 536 485 480 527 557 578 541 644 611 573 425 320 300 269 148 103 8155 17060 6 5 1 97 40 24 18 27 97 262 412 492 442 533 640 654 694 647 669 696 754 659 594 506 464 377 221 10019 2 40 17 17 28 64 135 302 399 531 489 503 536 562 550 574 622 647 600 490 369 340 267 287 191 8560 18579 7 6 1 139 83 54 30 46 131 235 308 455 521 621 722 709 750 785 728 665 587 536 428 393 376 294 177 9773 2 79 58 22 /7 34 81 156 265 346 456 508 538 555 505 554 613 657 636 579 544 545 480 374 274 8878 18651 8 7 t 137 7t 61 44 26 77 164 213 210 295 356 475 606 627 655 663 540 528 364 383 271 226 160 109 7261 ~ 2 126 65 38 26 26 38 101 171 208 365 540 604 699 671 649 639 678 631 523 457 481 358 189 110 8393 15654 9 7 1 68 28 24 28 27 86 288 420 516 450 503 601 fi50 654 602 622 666 700 621 468 395 293 178 119 9007 2 55 79 70 28 61 177 343 439 528 503 526 555 567 576 479 603 662 682 520 428 345 231 165 75 8577 17584 10 2 1 59 34 29 17 15 103 295 394 457 436 532 635 606 606 fi03 614 700 TOB 549 470 407 258 167 97 8791 2 33 t6 14 31 59 166 309 444 518 494 482 536 528 541 575 653 628 637 488 372 309 207 155 89 8284 17075 tt 3 1 62 35 22 16 20 63 245 390 446 357 390 458 528 570 583 591 682 820 561 423 349 302 197 120 8230 2 32 19 18 23 47 153 305 438 490 478 483 475 515 520 520 557 627 571 406 336 291 251 172 95 7822 16052 t2 4 1 62 43 31 23 28 91 294 428 460 459 499 625 647 663 621 601 704 751 593 497 421 346 255 169 9371 2 30 15 76 23 53 147 323 494 493 504 525 555 548 516 579 614 643 609 511 354 329 274 170 125 8450 17761 13 5 1 101 55 34 21 23 88 278 424 460 426 515 578 660 636 699 633 714 734 668 557 476 477 330 203 9790 2 42 19 23 20 46 138 308 427 462 457 531 599 537 574 580 594 652 651 490 328 377 246 280 165 8546 18336 74 6 1 101 76 47 25 34 99 155 218 401 527 526 612 709 731 719 695 667 621 559 452 385 351 279' 230 9219 2 73 38 24 17 33 70 135 215 293 434 531 625 586 562 560 692 667 614 560 456 432 391 432 246 8686 17905 t5 7 ~ 751 62 62 41 41 71 112 I68 261 344 465 545 686 675 662 646 573 485 398 349 291 234 197 103 7642 2 itt 49 37 25 29 49 111 123 205 332 461 585 627 635 678 693 624 636 493 455 451 331 255 109 8104 15746 NEW YORK STATE CONTi NUOUS COUNT STATION HOURLY REPORT STATION 07 97 RT . 25 + M. P. 07 11200 @ IAWEL L AKE V INEYARD MONTH AUGU ST YEAR 199 9 PAGE 72 OM D w D 1 2 3 4 5 6 7 8 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2q DIR TOT DAY TOT 76 t t 55 36 16 23 19 89 268 370 476 423 489 578 613 580 604 571 6B4 659 513 352 306 310 182 99 8315 2 30 14 14 24 75 182 333 434 498 519 517 476 44B 512 546 567 611 537 446 372 337 209 135 86 7922 16237 t7 2 1 61 40 23 16 24 89 275 399 439 436 482 617 544 559 586 578 657 703 520 410 347 279 161 121 8366 2 56 15 15 20 60 156 337 438 496 458 477 527 549 ' 512 557 544 fi02 601 479 322 295 220 174 91 BOOT 16367 76 3 1 65 36 29 19 29 84 293 375 499 434 509 614 632 576 564 616 677 728 538 456 357 303 225 117 8775 2 33 20 t7 27 61 144 314 456 497 446 515 558 539 516 549 518 613 581 478 359 344 246 206 110 8747 16922 t9 4 t 74 35 32 24 31 102 308 3B7 456 456 491 626 600 542 560 580 663 704 571 442 39a 389 219 149 8835 2 35 19 15 25 44 154 305 439 508 508 480 ~ 520 535 506 526 594 685 569 489 383 330 218 204 98 8189 17024 20 5 1 708 49 32 22 43 98 303 372 463 436 539 559 564 fi40 660 638 724 707 629 469 424 433 321 213 9466 2 53 79 21 30 52 142 286 422 493 469 536 533 564 550 578 644 698 594 454 368 294 254 244 141 8439 17905 2t 6 1 143 65 33 23 32 75 177 229 366 415 521 631 671 714 662 669 671 613 543 419 349 298 229 176 8724 2 68 38 20 21 30 66 155 192 309 415 4B3 630 648 592 '598 608 573 572 457 307 409 318 285 212 8086 16810 22 7 7 736 64 47 24 30 67 130 178 221 322 424 554 660 643 602 614 534 484 431 373 318 221 117 89 7283 2 110 41 40 24 25 41 82 136 263 277 465 514 600 595 641 644 653 670 530 486 430 276 175 97 7815 15098 23 t t 52 25 26 17 28 102 277 367 420, 412 483 568 570 579 541 607 679 677 536 395 332 266 165 85 8209 2 33 21 10 18 70 185 330 464 461 465 506 503 507 514 538 601 609 528 426 390 311 213 170 90 7963 76172 24 2 1 64 34 25 17 22 89 307 411 428 408 506 577 572 569 537 598 685 649 549 391 343 236 166 118 8301 2 43 20 17 25 54 156 330 452 485 461 509 497 528 500 524 628 645 534 456 333 268 243 139 56 7903 76204 25 3 7 64 50 15 13 25 81 292 393 430 432 504 619 583 603 571 562 693 667 510 431 393 287 172 115 8505 2 26 21 17 28 50 741 320 450 517 507 503 496 515 508 513 566 677 548 455 338 309 245 146 74 7970 16475 26 4 1 70 48 23 23 27 61 269 346 372 401 425 543 509 591 594 625 722 706 543 420 360 268 174 131 8251 2 28 20 12 22 49 156 305 478 475 433 495 551 551 533 548 524 597 497 403 295 251 192 142 70 7627 15878 27 5 1 61 39 31 22 40 76 284 359 454 440 493 584 603 619 654 656 693 667 584 536 457 394 321 216 9283 2 35 16 18 31 57 127 300 426 505 462 518 540 548 564 574 592 641 561 442 341 300 255 236 145 8234 77517 28 6 1 126 80 ae 32 40 90 225 295 381 490 662 714 724 711 736 780 693 59~ 489 444 354 262 214 205 9408 2 62 42 28 22 30 82 164 228 332 446 551 564 507 500 555 594 627 605 554 502 535 367 401 226 8545 17953 29 7 1 108 76 62 36 40 95 136 196 276 331 474 589 700 679 626 583 555 479 381 360 319 212 182 97 7592 2 100 48 20 26 40 43 92 160 259 350 440 470 513 611 675 650 690 686 637 571 SB8 350 194 84 8305 15897 30 1 1 66 35 28 22 25 75 296 368 417 363 489 569 583 532 580 577 664 666 516 388 294 294 144 90 6081 2 40 12 14 32 69 181 341 477 487 440 502 531 545 588 560 607 599 612 440 336 305 189 135 60 8102 16183 NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATION 0797 RT. 25 * M.P. 0711200 @ IAWEL LAKE VINEYARD MONTH AUGUST YEAR 1999 PAGE 73 OM DW D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT DAY TOT 31 2 1 57 23 25 10 24 86 2B1 396 432 367 464 554 577 528 571 S6B 660 691 516 403 364 244 151 101 8093 2 27 12 13 21 50 152 316 469 490 490 480 465 554 488 529 571 617 576 414 320 271 190 133 62 7710 15803 WEEKDAYS 0 DAYS ADT SPLIT AV HIHR HR 1 22.0 8788 52.5 706 18 2 22.0 7952 47.5 622 17 DAYS ADT AV HIHR PRCNT% TOT 22.0 16740 706 4.2 SATURDAYS DAYS ADT SPLIT AV HIHR HR 4.0 9281 52.1 727 14 4.0 8549 47.9 631 17 DAYS ADT AV HIHR PRCNT"/. 4.0 17830 727 4.1. SUNDAYS DAYS ADT SPLIT 5.0 7434 47.7 5.0 8136 52.3 DAYS ADT AV 5.0 15570 AV HIHR HR 658 14 663 I6 iIHR PRCNT% 663 4.3 MONTH DAYS ADT 31.0 8633 31.0 8059 DAYS ADT MADT CHG 31.0 16692 -0.7 N O NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATI ON 0797 RT. 25 + M. P. 07 11200 @ LAWEL L AKE VIN EY ARO MONTH SEPT EMBER YEAR 199 9 PAGE 62 OM OW D t 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT OAY TOT I 3 I 53 46 16 17 25 68 250 373 453 430 445 504 519 541 542 607 698 693 548 444 353 288 184 130 8227 2 36 18 13 21 44 140 311 446 482 434 465 503 511 517 519 557 571 617 929 338 250 254 155 79 7710 15937 2 4 1 75 35 26 19 24 83 283 368 417 458 499 537 598 582 629 643 702 794 541 467 . 378 336 255 177 8926 2 30 24 14 22 42 134 322 455 481 469 529 524 556 516 512 577 646 645 547. 324 289 212 192 79 8141 17067 3 5 1 101 58 24 22 23 69 288 410 438 490 555 641 622 621 fi96 648 708 718 648 513 499 394 321 190 9697 2 48 25 14 25 43 120 270 411 456 458 551 547 586 558 601 570 624 588 490 371 323 194 240 158 8271 17968 4 6 1 135 78 52 31 53 87 246 287 406 547 639 673 743 795 769 677 644 590 515 429 395 331 281 211 9613 2 75 59 21 23 42 70 126 191 306 393 549 535 519 514 486 647 681 702 fill 483 447 411 361 312 8564 18177 5 7 t 117 61 44 34 33 61 141 188 251 398 485 623 698 734 704 706 613 462 393 370 330 260 199 136 8041 2 109 53 41 14 30 33 70 134 237 304 430 497 550 605 622 660 646 630 543 553 574 453 355 184 8327 16368 6 t 1 97 49 35 32 2fi 54 102 137 192 227 326 401 516 536 549 518 426 353 319 287 244 178 130 88 5830 2 75 34 23 21 23 55 79 147 207 367 495 568 612 603 615 636 613 472 446 449 387 232 137 87 7383 13213 7 2 I 34 16 17 14 15 75 247 389 423 402 407 467 469 501 541 591 671 678 516 380 283 245 146 83 7610 2 32 20 16 15 42 159 372 535 567 492 547 507 552 514 522 530 587 537 355 269 221 136 97 51 7675 15285 ro B 3 t 51 34 19 12 20 81 254 374 431 437 393 459 447 495 550 621 635 711 479 388 239 309 197 101 7737 J 2 33 10 13 23 41 143 355 484 592 487 459 388 419 487 489 494 588 5B0 411 265 199 149 104 49 7262 14999 9 4 1 50 29 19 16 23 71 259 412 424 395 408 459 508 494 520 623 652 645 490 427 331 239 165 100 7759 2 25 15 10 26 49 126 353 495 522 454 459 403 496 .430 494 500 SB8 524 399 257 215 152 e6 54 7132 14891 t0 5 t 57 33 25 19 20 67 235 401 458 414 422 483 499 548 620 665 720 677 566 498 427 410 305 184 8752 2 2t 17 16 27 54 147 346 457 557 458 459 485 513 476 480 542 583 480 395 311 236 200 225 94 7579 16331 17 6 7 113 48 44 25 49 87 229 272 365 458 588 670 742 765 716 684 608 534 463 416 362 266 269 184 8957 2 62 24 21 16 38 75 157 235 325 408 497 474 529 475 525 584 599 672 552 453 3B4 300 265 171 7841 16798 12 7 1 126 60 36 25 34 74 126 180 233 327 416 536 697 680 603 058 524 426 341 337 286 207 131 73 6826 2 80 49 28 20 20 50 92 119 237 309 412 461 508 557 622 628 691 681 577 504 426 274, 157 64 7565 14391 13 I I 50 23 25 11 31 72 258 365 450 399 439 457 500 451 520 575 589 683 534 385 276 260 135 73 7561 2 29 13 13 18 46 156 375 496 5fi1 466 402 445 427 446 477 502 574 545 395 291 216 142 97 52 7184 14745 14 2 1 46 19 i6 11 25 76 256 406 409 416 399 504 466 501 492 578 633 654 455 374 254 243 142 92 7466 2 27 9 11 16 41 153 365 515 506 421 418 397 483 497 460 524 577 476 343 257 226 122 90 42 698fi 14452 15 3 1 5t 35 22 11 16 60 234 396 427 392 394 422 471 499 500 632 671 775 504 395 287 301 201 105 7821 2 79 t/ 12 22 47 146 372 493 520 467 408 452 443 471 462 540 602 545 338 265 204 170 112 76 7197 15018 NEW YORK STATE CONTINUOUS CUUNT STATION HOURLY REPORT STATION 0797 RT. 25 + M.P. 0711200 4a LAWEL LAKE VINEYARD MONTH JANUARY YEAR 1999 PAGE 62 DM DW 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 /7 18 19 20 21 22 23 24 OIR TOT DAY TOT 1 5 1 90 88 61 41 29 19 42 66 83 135 183 275 341 384 430 411 350 290 258 211 210 165 122 97 4382 2 196 89 37 29 17 29 42 51 94 159 227 314 362 335 348 354 312 273 215 183 186 176 92 63 4161 8563 2 6 1 47 42 21 15 17 44 55 128 164 255 357 462 574 496 573 526 467 404 310 224. 213 172 142 104 5812 2 40 22 22 B 19 36 BS 143 219. 322 465 533 496. 490 524 460 427 369 290 236 198 155 108 74~ 5741 11553 3 7 1 92 40 30 21 20 24 42 57 95 164 208 222 247 267 306 302 243 261 200 151 135 99 88 61 3375 2 52 16 17 17 10 28 49 64 100 175 226 288 293 289 283 287 256 237 189 163 157 95 57 37 3389 6764 4 1 1 37 22 12 14 21 52 174 342 406 319 360 440 431 424 499 556 607 626 456' 293 196 143 86 82 6598 2 15 20 10 15 41 158 334. 466 539 421 385 400 436 422 465 440 451 459 252 150 132 95 64 46 6216 12814 5 2 1 47 28 17 15 10 45 139 317 '407 342 352 394 444 445 457 536 578 656 423 332 243 176 121 91 6615 2 22 10 21 8 38 106 318 421 548 387 376 412 439 417 450 462 460 440 265 197 143 115 76 50 6203 12818 6 3 1 50 22 25 8 17 41 143 319 407 356 350 401 494 407 442 558 668 656 439 281 231 155 137 74 6fie2 2 31 17 9 23 3B 112 310 449 529 405 386 446 435 409 432 481 472 434 236 175 153 145 74 49 6252 12934 7 4 1 49 21 14 12 12 38 144 311 418 408 332 403 403 416 500 505 801 629 485 347 247 211 118 91 6716 2 21 19 15 12 36 123 325 476 531 403 364 410 423 425 425 445 490 484 270 187 145 127 49 54 6259 12975 N 8 5 1 44 30 16 12 15 55 148 311 430 366 352 426 475 449 473 47fi 506 508 337 268 184 156 120 79 6239 N 2 21 16 16 9 31 100 305 438 512 400' 389 435 432 383 374 416 339 294 170 127 96 148 75 52 5578 11817 9 6 1 59 27 15 17 23 30 82 134 224 285 382 466 169. 362 527 511 463 361 380 314 242 205 153 .148 5579 2 27 14 6 11 19 45 99 189 241 321 425 502 525 409 432 410 372 343 266 190 180 217 125 86 5454 11033 10 7 1 85 51 24 17 15 25 38 94 145 234 275 363 401 454 453 402 361 358 288 191 221' 127 80 67 4789 2 57 25 19 21 15 25 53 et 160 225 346 404 439 439 308 416 44T 312 245 180 1fi4 163 76 47 4757 9546 11 1 7 38 22 9 13 18 46 166 321 423 346 337 417 433 446 478 527 598 632 461 303 206 172 108 54 6576 2 29 15 /2 18 38 116 306 438 523 433 388 395 424 430 447 465 444 473 273 158 148 97 57 47 6174 12750 12 2 1 31 19 15 21 12 45 146 325 380 320 328 359 425 403 454 484 585 594 436 313 223 183 136 78 6315 2 17 12 15 19 43 122 301 437 472 396 353 405' 385 364 362 443 442 436 287 176 149 148 68 45 5917 12232 13 3 1 a7 26 13 13 17 38 151 317 4D7 352 378 428 436 480 485 535 633 639 476 348 219 207 158 79 6882 2 22 11 12 21 50 116 310 434 491 411 381 411 414 433 433 449 466 497 280 188 143 120 97 52 6242 13124 14 4 1 41 23 13 14 18 43 112 217 290 224 240 282 282 289 280 362 447 439 250 175 143 96 67 46 4393 2 19 11 11 11 36 80 262 345 409 270 261 266 284 298 256 302 282 236 135 104 66 70 43 25 4082 8475 t5 5 1 27 23 13 7 22 43 139 323 380 313 331 366 425 408 503 582 582 699 509 358 315 304 185 122 6989 2 26 7 9 14 41 106 295 434 576 383 356 424 420 387 399 440 460 514 317 222 168 200 156 90 6444 13433 i NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATION 0797 RT. 25 * M.P. 0711200 @ LAWEL LAKE VINEYARD MONTH JANUARY YEAR 1999 PAGE 63 DM DW D 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT DAY TOT i6 6 1 69 43 26 23 19 45 106 180 226 315 373 511 546 582 584 552 468 483 387 344 246 196 173 111 6608 2 qq t9 17 18 18 60 119 181 270 335 453 514 488 528 475 504 405 421. 337 234 171 170 149 101 6031 12639 17 7 1 98 61 43 25 24 25 58 I10 158 231 313 431 499 547 541 439 381 331 259 217 213 152 110 90 5356 2 60 22 19 10 22 34 65 99 145 245 360 403 472 460 501 473 449 321 241 197 209 167 86 64 5124 10480 18 1 1 45 26 10 13 12 30 91 238 262 269 334 392 437 467 464 501 535 534 355 253 193 133 105 67 5766 2 30 15 10 10 29 103 221 282 364 386 470 468 448 471 432 447 443 372 209 139 119 124 65 31 5688 11454 19 2 t 30 15 3 15 20 41 150 343 429 334 342 419 473 448 496 598 599 652 451 307 244 176 126 90 6799 2 17 5 9 16 37 138 327 466 543 425 386 423 447 449 452 517 457 486 309 163 150 126 87 25 6460 13259 20 3 1 a6 25 17 8 21 46 161 337 396 342 388 403 423 456 486 536 608 684 456 307 218 198 141 88 6791 2 17 11 12 17 41 123 309 453 509. 484 377 402 422 387 438 475 463 470 291 200 131 140 75 45 6292 13083 21 4 1 53 22 11 10 13 49 162 320 412 336 377 407 447 415 439 532 611 629 494 347 267 205 141 93 6792 2 16 9 10 14 34 129 296 422 550 412 397 439 423 417 439 434 514 438 269 213 151 130 96 59 6311 13103 22 5 1 48 27 14 12 13 46 156 325 386 378 370 390 417 436 497 564 626 654 518 402 289 260 190 126 7144 2 27 15 13 10 36 110 306 429 513 442 391 420 402 403 444 -508 475 462 322 221 149 159 140 70 6467 13611 N 23 6 1 101 40 20 12 19 41 90 181 215 282 358 429 496 494 545 464 511 439 381 288 229 183 155 134 fi12T ~ 2 a6 17 9 14 18 39 112 187 260 370 433 489 432 419 433 430 430 384 292 205 164 181 153 120 5637 11764 24 7 1 84 30 40 33 23 26 51 91 108 189 253 278 332 399 382 344. 354 334 313 193 177 114 79 71 4298 2 61 28 25 13 14 22 49 81 155 212 291 343 408 430 384 331 320 295 253 187 144 142 67 43 4318 8616 25 1 1 31 19 12 13 15 59 154 345 417 326 365 421 402 424 441 533 634 573 420 278 -186 161 112 79 6420 2 31 11 9 12 43 136 316 485 505 407 400. 387 379 406 422 449 414 418 224 183 116 106 72 33 5964 12384 26 2 1 53 21 12 17 16 40 171 348 407 338 348 429 428 469 445 515 588 611 443 318 199 186 137 e6 6625 2 28 6 9 19 36 125 326 469 529 436 373 410 416 383 440 428 438 448 266 168 132 159 74 42 6160 12785 27 3 1 43 22 13 14 16 40 158 337 438 344 349 391 435 436 481 575 644 643 440 332 216 179 119 84 6749 2 24 12 12 13 43 118 329 480 511 397 394 381 433 442 473 415 482 474 269 187 116 149 82 51 6209 13038 2a 4 1 35 17 1a 13 15 39 149 359 408 383 340 399 411 423 464 529 625 615 480 318 281 176 128 81 6702 2 21 13 11 14 40 129 337 462 520 428 397 411 428 391 428 411 448 429 242 233 188 126 79 47 6233 12935 29 5 1 42 23 15 11 24 47 158 341 437 371 395 416 449 454 511 568 624 638 539 412 341 257 206' 119 7398 2 25 16 14 12 40 111 328 463 538 410 378 45fi 479 433 418 461 534 488 347 216 184 176 138 70 6735 14133 30 6 1 85 61 26 19 13 48 76 170 275 339 433 488 558 568 566 577 524 488 397 313 215 219 170 127 6755 2 55 27 9 23 22 55 122 1B9 257 418 461 490 510 473 494 458 463 421 394 252 219 19B 165 102 6277 13032 NEW YORH STATE CONTINUOUS COUNT STA fIDN HOURLY REPORT STATION 0797 RT. 25 * M.P. 0711200 @ LAWEL LAKE VINEYARD MONTH JANUARY YEAR 1£ DM DW ^ 1 2 3 4 5 6 T 8 9 10 11 12 13 31 7 1 99 49 21 15 20 3/ 40 103 136 221 297 368 471 2 55 20 11 10 18 27 48 90 139 243 363 364 458 WEEKDAYS SATURDAYS D DAYS ADT SPLIT AV HIHR HR DAYS ADT $PL1T AV HIHR HR t 27.0 6456 51.8 600 18 5.0 6176 51.4 559 15 2 21.0 6007 48.2 491 9 5.0 5828 48.6 506 12 DAYS ADT AV HIHR PRCNT% GAYS ADT AV HIHR PRCNT% TOT 21.0 12463 600 4.8 5.0 12004 559 4.7 i99 PAGE 64 14 15 16 17 IB 19 20 21 22 23 24 DIR TOT DAY TOT 465 439 438 369 324 209 187 136 131 124 79 4772 524 473 438 400 314 197 132 146 146 148 47 4811 9583 SUNDAYS MONTH DAYS ADT $Pl1T AV HIHR HR DAYS ADT 5.0 4518 50.2 426 14 31.0 6098 5.0 4480 49.8 428 14 31.0 5732 GAYS ADT AV HIHR PRCNT% DAYS ADT MADT CHG 5.0 8998 428 4.8 31.0 11830 +25.1 N A N (P NEW YORK STATE CONTINUOUS COUNT STATION RUNNING AADT REPORT MONTH JANUARY YEAR 1999 STATION 0797 RT. 25 + M.P. 0711200 ~ LAWEL LAKE VINEYARD WEEKDAYS SATURDAYS SUNDAYS MONTH YEAR MO DAYS ADT HI HR PRCNT% DAYS ADT HI HR PRCNT% DAYS ADT HI HR PRCNT% DAYS MADT 7998 2 20 9309 564 6.1 04 8493 571 6.7 04 6987 520 7.4 28 8861 4 17 12635 635 5.0 03 12804 641 5.0 02 11168 557 5.0 22 12525 5 21 14980 672 4.5 05 15721 644 4.1 05 13855 605 4.4 31 14918 6 22 15596 687 4.4 04 17166 690 4.0 04 15041 678 4.5 30 15731 7 23 16971 695 4.1 04 18305 747 4.1 04 16661 751 4.5 31 17103 e 21 76735 680 4.1 05 17988 747 4.2 05 .15926 T03 4.4 31 16806 9 22 15309 640 4.2 04 17770 836 4.7 04 15437 704 4.6 30 15654 10 22 14501 644 4.4 05 15916 745 4.7 04 15994 852 5..3 31 14921 11 21 13527 623 4.6 04 14118 646 4.6 OS 12095 645 5.3 30 13366 12 23 13778 623 4.5 04 13388 593 4.4 04 11303 555 4.9 31 13408 1999 1 2t 12463 600 4.8 05 12004 559 4.7 05 .8998 428 4.8 31 11830 11 MONTHS REPORTED RUNNING AADT 1 233 14164 600 4.6 47 14879 559 4.7 46 13042 428 4.8 326 14102 PAGE 65 MADT CHG -20.9 +4.5 +20.9 +16.1 +1.9 +15.2 +46.7 +44.8 +36.5 +29.0 +25.1 N NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT I! STATION 0797 RT. 25 + M.P. 0711200 ~ LAWEL LAKE VINEYARD MONTH MARCH YEAR 1999 PAGE 63 DM DW D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT DAY TOT t 1 i 3H 12 11 15 15 44 176 353 409 359 382 407 434 453 465 551 631 678 432 323 230 185 135 70 6808 2 17 11 6 13 46 112 337 478 548 414 448 390 375 433 434 485 475 452 264 213 163 110 55 47 6326 13134 2 2 1 39 26 10 15 13 40 173 392 411 343 349 400 435 419 444 570 563 642 456 303 284 233 136 70 6766 2 10 16 13 14 39 130 339 456 553 453 386 405 417 396 404 473 491 491 278 183 138 104 64 45 6298 13064 3 3 t 42 26 12 a 19 36 140 344 391 359 360 430 407 407 463 533 594 643 482 340 219 201 138 89 6683 2 24 11 e /1 45 115 346 476 515 443 381 396 407 375 427 461 463 517 283 177 120 88 82 50 6221 12904 4 4 i 39 18 22 16 15 41 162 317 396 348 362 390 429 437 441 518 643 fi69 453 341 277 226 159 75 6794 2 13 14 10 15 32 118 326 476 535 411 365 433 419 398 456 427 439 470 298 190 126 124 82 35 fi212 13006 5 5 1 51 29 27 13 18 53 164 375 431 358 387 432 494 437 509 593 664 695 589 442 366 262 236 149 7774 2 2fi 12 18 14 30 122 324 440 513 424 363 421 462 448 430 522 510 548 362 246 214 194 148 79 6870 14644 6 6 i 68 38 40 27 25 53 106 209 283 347 419 476 482 499 518 514 459 438 352 267 255 175 175 128 6353 2 47 18 16 18 27 56 136 222 310 398 467 485 479 448 449 431 415 339 290 208 172 166 134 91 5822 12175 7 7 1 91 53 37 31 19 31 62 121 169 222 255 327 421 488 479 448 414 379 .304 231 186 133 B6 70 5057 2 41 23 16 15 12 31 65 131 162 235 333 355 399 489 442 476 391 350 285 218 157 149 64 ~37 4876 9933 e 1 t 33 13 14 19 18 37 148 362 406 350 375 395 412 434 467 548 631 660 445 332 216 179 121 80 6695 2 18 11 18 16 42 108 329 497 524 462 370 428 397 374 405 460 488 479 264 162 130 110 73 41 6206 12901 9 2 1 20 20 16 14 17 47 180 351 453 370 383 414 417 443 491 535 606 608 503 333 224 233 148 85 6909 2 t2 7 9 13 40 105 352 504 518 429 407 375 398 387 448 460 497 495 331 169 152 109 75 36 6328 13237 10 3 1 37 21 22 14 13 43 165 340 422 327 349 433 470 420 439 560 613 614 483 388 278 232 157 95 6935 2 22 10 15 13 36 121 365 970 511 407 360 381 441 389 451 481 485 483 310 206 133 131 82 41 6344 13279 tt 4 1 51 20 15 13 13 47 175 369 412 330 373 415 445 439 498 582 659 620 473 371 289 228 177 110 7124 2 22 16 8 15 29 106 348 485 506. 428 384 422 413 419 467 483 536 492 306 175 151 156 89 44 6500 13624 12 5 1 40 26 19 17 18 48 193 356 445 381 380 422 485 454 505 573 660 661 573 469 326 314 191 147 7703 2 32 16 12 10 38 133 339 444 531 417 375 405 415 433 451 537 509 521 347 230 195 150 131 76 6755 14458 13 6 1 89 46 36 16 26 54 95 224 273 363 400 553 567 613 601 589 555 456 407 331 260 282 207 138 7181 2 54 29 15 18 23 64 148 204 314 426 X500 507 534 486 500 467 523 465 423 292 200 187 135 95 6609 13790 t4 7 1 90 87 35 19 26 36 60 82 156 271 319 390 480 452 468 457 411 353 252 247 173 121 84 49 5128 2 63 29 16 16 24 18 58 107 176 271 391 425 477 466 501 477 389 310 247 208 158 148 82 49 5106 10234 15 t t 32 28 15 11 14 28 78 188 298 252 260 259 305 307 362 402 451 466 310 242 171 150 101 51 4781 2 22 78 20 26 24 79 181 290 314 279 277 299 308 354 314 287 328 346 200 164 109 80 59 37 4415 9196 W O STATION 0797 RT. 25 + DM DW D 16 2 1 2 17 3 1 2 18 4 1 2 1 2 3 4 30 f7 49 24 51 15 19 5 1 2 20 6 1 2 21 7 1 2 22 1 1 2 23 2 1 2 53 21 74 35 tt9 58 36 26 28 76 zo 14 21 B 28 15 30 16 53 23 47 37 12 7 21 9 24 3 1 31 21 2 16 13 25 4 1 34 22 2 17 14 26 5 1 30 23 2 24 14 27 6 1 72 45 2 46 16 28 7 1 101 55 2 52 25 29 1 1 35 19 2 25 20 30 2 1 45 19 2 18 6 16 11 12 12 18 9 18 14 35 14 36 14 14 17 13 11 12 14 13 13 16 10 35 8 39 20 19 17 16 13 15 15 17 19 14 16 16 23 21 20 23 12 11 14 14 17 16 15 16 17 17 15 26 19 29 12 12 14 16 19 `I NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT M.P. 0711200 @ LAWEL LAKE VINEYARD MONTH MARCH YEAR 1999 PAGE 64 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT DAY TOT 24 38 202 359 422 328 358 418 435 480 482 539 611 618 488 366 264 214 139 74 6942 43 123 377 491 541 430 414 424 424 431 429 453 444 474 295 193 159 174 71 45 6492 13434 16 38 170 334 422 379 402 443 444 432 469 531 627 635 480 350 249 230 145 90 6985 49 122 375 473 531 432 411 423 407. 420 452 488 489 513 294 182 186 128 79 45 6562 13547 20 39 176 375 426 340 355 470 495 487 482 S6B 675 644 511 395 294 205 140 92 7300 43 119 373 483 538 447 395 437 455 437 487 448 518 494 315 238 161 136 86 45 6710 14010 21 49 192 400 460 371 420 480 471 522 536 819 677 700 602 441 335 293 222 150 8078 34 123 352 458 550 456 389 489 438 458 499 505 548 521 334 249 177 141 174 83 7052 15130 19 55 112 240 318 354 490 600 623 603 586 572 564 477 447 369 281 191 206 172 7462 22 49 177 221 304 405 523 532 514 496 515 551 477 488 385 290 235 199 168 122 6765 14227 27 33 64 125 187 271 367 473 506 566 563 466 369 361 306 263 182 145 8/ 58 5688 22 33 62 126 196 305 439 428 555 518 576 528 450 424 308 240 186 133 85 41 5776 11464 10 48 153 345 437 335 366 411 397 419 478 569 619 582 495 282 223 21q 126 71 6653 44 146 340 495 535 462 413 427 408 408 458 477 469 469 265 185 148 111 77 39 6440 13093 16 43 208 378 445 363 368 443 441 482 509 357 608 636 483 337 251 220 144 94 7100 47 135 359 528 507 442 414 443 391 454 447 484 508 499 307 186 123 147 75 44 6593 13693 15 57 171 364 430 346 330 431 421 428 453 592 639 603 501 367 238 254 151 76 6947 43 138 350 467 540 421 389 388 407 393 424 483 485 .523 323 186 152 139 78 36 6425 13372 25 54 200 361 444 357 376 478 442 452 481 598 835 840 578 358 276 264 232 99 7435 50 114 365 512 538 461 397 408 452 372 445 511 519 499 396 210 155 112 117 47 6741 14176 23 54 185 365 440 375 394 465 468 489 553 608 676 680 567 431 326 292 261 164. 7900 48 132 363 478 523 422 394 452 431 439 429 495 586 536 376 254 185 170 144 83 7003 14903 28 50 121 241 332 377 437 585 571 .562 579 596 503 467 419 341 239 205 186 169 718fi 21 72 166 250 312 432 518 524 500 524 466 504 438 426 368 282 223 217 147 106 6585 13771 21 28 72 118 151 242 329 355 464 474 504 463 416 380 303 278 203 150 90 64 5330 16 15 58 125 159 274 386 428 527 485 481 456 407 347 292 233 206 161 77 52 5294 10624 16 56 180 368 457 387 404 434 443 431 491 63T 649 642 509 330 212 198 117 67 7013 50 131 361 485 517 480 425 381 428 456 410 497 504 490 310 187 169 130 73 35 6595 13608 /8 68 205 387 460 366 413 408 488 467 499 574 626 628 534 360 255 194 146 67 7259 42 140 359 488 545 455 421 411 399 431 427 483 458 502 343 224 158 131 93 41 6607 13866 NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT I' STATION 0797 RT. 25 + M.P. 0711200 @ LAWEL LANE VINEYARD MONTH MARCH YEAR 1999 PAGE 65 OM DW D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 /5 16 17 78 /9 20 21 22 23 24 OIR TOT DAY TOT 31 3 1 42 26 8 14 14 59 195 352 452 398 401 459 488 461 505 581 638 649 550 369 274 261 160 103 7461 2 24 12 16 19 44 134 364 478 529 440 399 453 420 448 418 493 533 544 360 233 161 19fi 74 61 6853 74319 WEEKDAYS D GAYS ADT SPLIT AV HIHR HR 1 23.0 7045 52.2 635 18 2 23.0 6459 47.8 520 9 DAYS ADT AV HIHR PRCNT% TOT 23.0 13504 635 4.7 SATURDAYS DAYS ADT SPLIT AV HIHR HR 4.0 7046 52.2 571 15 4.0 6445 47.8 512 12 DAYS ADT AV HIHR PRCNT% 4.0 13491 571 4.2 SUNDAYS DAVS ADT SPLIT AV HIHR HR 4.0 5301 50.2 504 15 4.0 5263 49.8 500 15 GAYS ADT AV HIHR PRCNT% 4.0 10564 504 4.8 MONTH DAYS ADT 31.0 6820 31.0 6303 DAYS ADT MART CHG 31.0 13123 W NEW YORY 8"'+.TE CR 48 MIDDLE ROAD DEPT OF TRAV3r''ii TATION YOUNGS AVENUE TO AVERAGE NR'C: DAY ROUTE 25 HOURLY 3:!: RT AUGUST 05,1996 AM EA~T?iC ' ND WESTBOUND FILE NAME 37 CR 48 076670896 12-1 _ 1-2 .. 15 2-3 11 3-4 10 4-5 _ 23 5-6 51 6-7 ~ _ 160 274 DAILY TOTAL 7 8 _ 358 11,770 8_9 9-10 .. 323 10-11 343 EST. AADT 11-12 ** 344 10,540 PM 12-1 378 1-2 387 2-3 415 3-4 429 4-5 447 ** 5-6 -_.. 392 6-7 404 7-8 261 8-9 294 159 ** DENOTES 9-10 149 PEAK HOUR 10-11 11-12 82 TOTALS =, 5,746 132 . wur, NE )R K -E C ~UOU !UNT fl DN __ .R LY .. _. JRT STATION 0797 RT. 25 + M. P. 07 1120D @ LA WEL L AKE V INEYA RD MONTH JULY YEAR 199 8 PAGE 69 DM OW D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 OIR TOT DAY TOT 1 3 1 63 49 26 26 I6 73 243 356 443 467 504 588 591 603 505 633 632 672 636 448 414 346 200 139 0755 2 35 14 16 26 45 141 326 437 504 463 464 500 516 531 510 564 610 566 403 301 288 284 170 88 7802 16557 2 4 1 111 62 28 17 23 84 221 366 472 422 540 612 620 621 593 564 713 779 637 549 510 484 386 276 979 2 55 28 22 23 41 123 343 421 481 493 501 458 480 510 548 580 640 600 438 343 309 255 207 133 0 8032 17822 3 5 1 147 89 47 30 32 123 254 367 523 565 625 694 751 744 727 677 648 670 507 388 408 493 333 227 10067 2 69 55 21 14 43 86 197 289 397 522 549 532 513 506 539 624 676 654 573 455 433 373 281 167 8567 16634 4 6 1 136 89 70 51 76 119 207 211 397 580 655 694 738 697 689 fi00 554 443 455 370 392 297 260 175 8955 2 104 43 33 18 20 50 111 159 281 379 416 450 486 536 528 564 614 597 509 433 466 452 506 373 8128 17083 5 7 1 121 70 52 47 34 73 105 150 246 360 460 573 633 612 597 554 474 455 367 315 278 262 149 104 7091 2 148 75 53 19 35 47 100 137 235 361 504 556 574 626 601 694 668 588 572 544 575 509 312 131 8664 15755 6 1 1 60 41 12 21 14 91 213 363 443 394 505 613 585 562 520 609 fi00 668 518 457 376 296 165 87 8213 2 75 32 14 24 77 183 327 434 581 543 562 529 565 612 530 662 618 618 477 435 326 252 144 78 8698 16911 7 2 1 58 31 15 18 22 67 199 365 412 417 454 534 582 560 532 596 639 682 606 447 402 311 163 99 8211 2 50 23 16 21 50 145 337 463 499 490 467 468 505 530 493 524 600 696 480 396 272 219 153 82 7979 16190 8 3 1 52 33 17 15 22 55 192 332 413 397 430 550 581 568 564 590 703 744 572 432 367 297 191 133 8250 ~~~~_ 2 at 16 9 20 49 112 310 459 521 529 524 544 515 538 586 520 580 572 379 335 217 231 169 74 7850 16100 /,~ 9 ~~ 4 1 73 ~ 37 21 18 21 62 206 365 451 444 46T 567 596 546 520 618 665 732 593 479 507 340 271 149 8748 ~ 43 9 18 21 43 134 333 452 521 502 449 458 531 496 508 554 621 659 467 355 330 266 180 80 8030 16778 10 5 1 89 45 22 25 20 85 229 360 456 466 523 619 616 658 647 675 700 739 611 526 485 498 418 236 9748 2 47 38 25 22 48 120 309 405 484 475 514 514 521 526 491 556 608 563 412 327 342 288 252 142 8029 17777 11 6 1 151 71 51 34 36 89 233 309 428 651 688 742 754 753 740 710 687 591 553 455 385 304 249 211 9875 2 97 40 26 14 27 70 155 250 330 412 482 519 576 565 608 629 779 794 668 600 514 461 516 306 9438 19313 12 7 1 133 78 46 38 37 68 140 192 294 491 624 771 781 804 739 648 485 469 418 336 293 224 173 101 8383 2 187 69 36 26 21 52 B9 142 236 333 477 513 563 643 684 803 854 839 815 691 602 521 296 134 9626 18009 13 1 1 66 35 22 19 15 74 216 329 506 503 561 692 693 676 600 585 652 673 563 485 396 287 156 123 8927 2 44 24 10 23 61 164 333 466 515 516 498 511 520 570 629 690 750 715 527 398 393 307 215 94 8973 17900 14 2 1 65 41 23 21 12 67 197 380 460 512 628 734 707 646 615 605 673 698 558 470 433 314 225 133 9217 2 50 17 16 19 49 131 343 446 519 452 491 467 530 531 660 725 739 766 374 422 369 312 199 92 8919 18136 15 3 I 70 36 19 22 17 67 198 341 489 441 577 705 654 626 602 566 673 634 397 128 220 400 245 158 8305 2 48 20 22 22 45 124 316 464 508 461 449 496 527 525 606 647 728 722 608 369 328 281 191 114 8621 16926 NEW YORK STATE CUB . TIL3 S C3 iH ~ ~ ~ '" STATI ON 0797 RT. 25 * M.P. 0711200 @ LAWEL LAKE VINEYARD MONTH JULY YEAR 1998 ~ PAGE 70 DM DW D t 2 3 4 5 6 T 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT DAY TOT 16 q 1 2 76 47 a9 20 24 13 21 24 22 48 1 69 2 34 3 28 368 455 420 526 564 560 565 574 587 654 btu 600 448 482 368 227 164 05 425 525 466 456 458 497 548 545 568 628 638 457 381 319 265 250 105 8717 8120 16837 17 5 1 2 95 41 57 27 32 15 24 16 19 45 1 B2 219 364 469 419 500 603 621 597 598 662 732 694 613 528 487 438 408 270 30 282 408 494 466 461 512 535 586 520 534 588 620 462 366 316 291 220 137 9531 8072 17603 18 6 1 2 148 98 95 32 53 21 37 20 36 1 29 08 213 312 474 585 677 751 778 731 740 6fi1 663 521 521 394 373 308 365 273 66 150 205 327 411 513 537 555 542 520 614 682 643 569 492 608 635 364 248 9815 8881 18696 19 7 1 2 132 148 73 56 53 34 43 22 31 23 92 38 136 194 275 447 516 642 673 668 645 559 429 424 374 359 262 213 151 105 97 157 256 334 434 490 571 595 618 660 692 709 564 524 573 498 263 126 7496 8482 15978 20 1 1 2 63 46 30 30 20 13 22 18 20 61 68 151 241 357 457 407 436 53B 587 513 561 580 657 609 520 421 398 275 243 120 339 474 518 479 500 507 591 540 545 523 595 627 454 350 269 237 148 58 8143 8073 16216 21 2 1 2 68 44 37 18 17 14 22 22 20 44 70 138 213 360 441 433 497 573 541 522 509 572 634 680 509 41B 430 337 204 142 326 448 497 498 478 423 484 479 476 530 604 608 476 352 286 215 165 88 8249 7713 15962 22 3 1 2 69 41 39 18 27 2t 17 28 13 44 74 144 207 358 461 452 472 517 589 498 529 574 633 665 507 446 384 308 193 127 344 402 489 481 431 492 498 458 454 522 541 600 417 317 297 267 217 101 8159 7624 15763 23 4 1 2 62 ae 50 27 21 14 21 22 20 51 74 129 209 356 436 430 492 558 545 512 557 618 666 685 600 500 404 334 229 142 335 436 502 474 468 468 489 494 511 527 551 623 469 324 287 220 185 92 8521 7748 16269 W 24 5 1 p 2 65 51 51 23 34 22 21 18 32 49 83 130 208 384 498 448 499 612 621 648 614 646 710 740 624 568 460 468 398 236 309 434 471 459 512 530 548 500 476 577 644 601 434 355 316 280 217 182 9708 8138 1784fi 25 6 1 2 120 106 79 47 51 32 39 14 30 32 114 78 202 264 398 535 650 750 718 749 734 723 644 589 501 395 379 333 310 194 134 226 303 419 492 536 570 575 499 621 594 655 526 459 486 507 399 315 9501 8625 18126 26 7 1 2 138 169 79 51 52 31 35 30 31 22 B3 47 125 190 262 441 543 711 742 750 T00 562 504 455 410 337 299 275 193 126 86 146 236 355 417 492 522 607 687 723 790 728 605 602 610 473 272 152 8043 8861 16904 27 1 1 2 68 64 41 23 18 18 24 25 i6 58 83 168 220 333 431 430 496 555 560 590 490 617 615 666 549 461 337 260 198 109 338 458 526 478 545 515 492 514 49T 531 604 616 501 388 336 254 171 90 8187 8210 16397 2g 2 7 2 63 45 41 18 15 12 19 29 14 48 61 131 205 385 453 450 516 557 567 580 565 613 670 679 588 443 409 295 243 123 307 443 508 450 478 535 546 545 564 618 627 631 468 393 320 231 198 87 8574 8232 16806 29 3 i 2 59 52 fi3 9 27 22 19 19 17 42 77 148 205 346 483 439 476 557 607 516 569 583 688 718 574 435 393 338 209 116 313 452 511 496 513 460 482 449 520 551 620 632 475 347 316 254 192 73 8514 7948 16462 30 4 1 2 73 41 43 11 26 13 24 27 26 50 71 141 222 335 444 409 511 556 580 546 565 588 651 727 630 431 481 373 264 140 334 462 474 474 480 478 499 516 521 564 577 600 465 374 321 216 178 101 8716 7917 16633 ~.~.- NEW YORK STATE CONTINUOUS COUNT STATION HOURLY REPORT STATION 0797 RT. 25 ~ M.P. 0711200 ~ LAWEL LAKE VINEYARD MONTH AUGUST YEAR 1998 PAGE 68 - - oM ow D 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIR TOT DAY TOT 1 6 1 133 71 43 39 44 94 198 307 463 642 644 75 719 716 704 623 660 595 506 435 394 331 268 243 8947 2 87 29 28 26 29 75 149 221 290 433 483 65 470 553 504 625 684 665 594 494 582 508 357 272 8223 17170 2 7 t 148 79 54 36 39 85 140 182 259 436 523 590 641 709 637 586 497 460 381 333 313 249 193 133 7703 2 138 53 41 26 30 38 84 146 235 340 431 505 523 814 602 642 725 629 576 611 597 506 256 142 8490 16193 3 1 t 71 34 13 18 16 75 232 336 420 390 477 584 589 545 568 559 660 578 288 455 334 289 181 97 7809 2 54 24 15 24 61 179 330 442 501 516 522 528 483 501 525 564 599 636 396 378 330 266 125 119 8118 15927 4 2 1 50 26 16 19 14 73 207 387 424 371 499 530 578 558 578 586 635 691 560 446 430 303 226 110 8319 2 q3 14 17 24 44 126 333 467 483 488 442 477 450 466 539 571 596 619 483 343 312 223 168 103 7831 16150 5 3 1 79 42 34 16 17 72 199 354 465 433 501 567 599 567 562 596 673 686 548 467 362 291 197 119 8446 2 50 21 21 27 56 136 297 429 498 506 502 513 471 481 549 536 619 601 445 344 323 301 164 91 7981 16427 6 q 1 6q 48 21 24 20 73 232 368 409 462 526 568 602 581 571 617 654 680 587 472 407 371 247 152 8756 2 51 28 9 20 47 124 336 425 507 475 481 482 490 508 546 566 625 611 470 332 340 243 203 127 8046 16802 7 5 1 102 a1 28 25 29 8T 244 364 467 434 526 613 668 672 607 655 709 712 670 595 479 446 368 215 9756 2 46 24 20 36 50 136 290 409 503 491 498 561 502 501 565 551 656 586 438 371 329 302 248 184 8297 18053 8 6 1 147 94 42 35 42 116 219 286 405 544 610 770 694 744 724 660 633 547 518 482 396 309 239 190 9446 W 2 97 47 21 30 32 64 152 273 343 446 490 '515 502 526 521 638 659 633 590 481 481 448 406 307 8702 18148 !P 9 7 1 124 80 75 30 53 75 127 204 242 448 518 603 688 739 649 618 445 423 359 356 323 229 154 123 7 e 2 121 40 57 42 32 44 96 172 246 361 452 517 592 626 611 721 787 693 645 621 566 433 261 128 8876 16561 10 1 1 70 35 30 16 22 93 198 346 433 390 457 546 520 624 512 565 613 635 509 431 357 254 158 88 7904 2 49 21 26 24 64 180 329 425 545 489 493 509 531 546 546 579 580 594 438 316 291 223 141 76 8015 15919 11 2 1 61 35 20 14 20 66 181 312 421 364 463 49T 582 562 601 650 723 636 558 511 424 329 185 124 8359 2 36 16 16 16 42 135 284 389 534 469 541 549 539, 579 537 563 597 612 419 360 294 217 160 85 7991 16350 12 3 1 66 25 26 20 18 62 209 350 444 411 498 612 662 627 554 603 667 727 550 472 356 328 219 114 8620 2 q2 17 15 24 37 119 325 407 512 469 466 491 503 525 538 564 604 626 498 373 321 282 200 107 8065 16685 13 4 1 81 46 18 20 22 77 229 379 .426 470 504 587 633 610 586 610 689 733 612 544 504 378 290 160 9208 2 43 21 11 20 42 135 311 421 495 436 470 492 545 496 545 579 633 664 512 430 384 242 177 150 8254 17462 14 5 1 86 50 29 30 27 89 225 355 464 457 554 611 627 649 621 720 728 775 667 559 474 528 369 255 9969 2 56 26 16 17 51 125 308 368 460 491 525 562 546 557 573 604 669 665 446 382 363 299 271 182 8562 18531 15 6 t 143 104 47 37 43 97 179 268 324 516 638 675 716 749 703 664 663 639 576 454 391 360 327 228 9531 2 73 46 32 19 33 65 161 253 308 450 545 495 564 531.557 606 615 665 571 532 480 452 374 269 8696 18227 NEW YORK STATE I I II II ICI I~~I~~'°~~''~"'i ~ ~~ .. .. ~^r,.t,c5~"a'`x`i;Y fig- ~ ,~+~ ~~ CONTINUOUS COUNT STATION HOURLY REPORT t ~'"' ~+°rv "°''~~ ~ ~" ~eq~a'~ ~~'W"+ '~~'~~~ „rz' r ~ y ~a'Y'* s' '~ s° STATION 0797 RT. 25 + M.P. 0711200 P LAWEL LAKE VINEYAgD MONTH AUGUST YEAR 1998 - PAGE 69 DM OW D 1 2 3 4 5 6 T 8 9 10 11 12 13 14 15 .16 17 18 18 20 21 22 23 24 DIR TOT DAY TOT i6 7 1 144 102 71 39 29 75 132 161 230 423 471 563 650 702 622 624 460 485 338 357 332 249 168 106 7533 ' 2 110 51 52 40 31 42 92 142 238 337 451 509 602 660 633 709 627 668 612 562 522 453 227 152 8522 16055 17 1 1 71 34 23 29 17 75 202 326 403 355 462 545 546 582 529 576 646 660 561 415 396 275 175 96 7999 2 86 22 16 22 64 156 303 418 501 522 545 565 582 572 549 595 593 638 403 316 227 167 134 85 8081 76080 ie 2 1 55 30 14 15 22 62 198 328 446 440 461 566 551 531 547 577 693 695 506 370 319 312 188 110 8036 2 23 20 11 15 44 126 319 406 474 463 496 493 498 476 500 530 601 614 363 305 252 194 154 86 7463 15499 19 3 1 62 45 26 24 26 73 216 355 452 404 492 608 668 634 fi05 655 897 713 546 423 380 297 202 121 8724 2 31 28 16 28 41 123 315 404 546 457 536 484 543 520 581 605 618 617 447 359 333 235 176 96 8139 16863 20 4 1 71 50 19 30 27 84 221 354 455 378 415 572 592 643 568 631 715 658 567 462 425 330 222 148 8635 2 38 20 22 111 271 311 383 577 633 597 870 1123 609 543 535 634 649 581 437 372 323 209 205 94 10147 18782 21 5 7 74 56 32 21 26 82 234 366 427 451 504 607 597 628 706 666 701 780 617 502 .476 433 343 241 9550 2 51 23 20 34 64 287 801 739 777 675 813 567 653 734 1001 1228 673 648 445 397 525 269 244 294 11972 21522 22 6 i 166 93 37 27 48 110 204 304 394 586 617 661 704 744 724 696 657 545 513 396 393 332 264 214 9419 2 67 34 27 23 48 61 211 231 304 476 986 1099 600. 601 533 574 647 626 554 493 518 434 333 281 9761 19180 W 23 7 1 148 89 44 45 33 82 125 165 22fi 354 464 559 fi50 693 642 612 505 467 364 302 299 217 144 99 7318 O) 2 134 55 44 28 23 39 75 135 223 317 436 540 586 970 645 705 665 651 559 526 511 358 230 127 8582 15900 24 t 1 56 28 23 26 19 65 214 345 402 396 429 573 579 530 493 604 623 82T 310 402 338 261 186 112 7841 2 36 17 19 30 62 145 313 417 496 466 497 477 501 476 530 576 598 611 440 376 295 189 124 91 7782 75623 25 2 1 66 29 i6 28 16 66 207 348 424 393 451 537 554 536 539 581 614 619 515 397 349 295 173 121 7874 2 44 16 16 25 46 129 297 399 483 455 467 510 678 525 518 564 551 537 402 337 273 213 149 81 7713 15587 26 3 1 50 36 24 22 17 65 195 315 410 384 424 526 520 560 557 613 672 648 514 428 367 263 167 132 7909 2 32 77 20 17 54 115 315 427 460 456 405 521 487 494 497 546 616 588 431 326 297 194 149 79 7563 15472 27 4 1 60 42 21 21 19 67 204 320 383 392 416 511 549 494 621 610 653 668 546 430 382 364 225 141 8147 2 37 15 12 29 40 120 293 386 457 414 487 507 498 429 543 539 575 517 398 377 325 293 138 96 7515 15662 2B 5 1 86 53 22 20 22 65 188 332 435 433 551 557 591 599 631 657 722 717 553 435 385 339 263 209 8865 2 45 38 19 16 44 115 309 394 445 460 484 535 563 525 531 580 553 576 403 324 251 183 172 141 7706 16571 29 6 1 121 59 46 22 21 73 130 236 324 465 581 706 724 783 714 670 651 577 529 415 368 297 255 tfi3 8932 2 47 27 21 15 31 59 124 213 297 414 515 539 571 471 569 591 561 585 547 559 525 387 366 250 8284 17216 30 7 1 113 83 41 40 43 69 114 170 218 351 462 564 617 660 604 568 458 429 413 278 286 202 122 97 7022 2 99 47 29 19 29 33 TB 122 223 319 461 465 513 593 598 695 697 645 545 524 513 378 181 92 7898 14920 79afF~i !~ '~I L47;"i 1 ~. NEW ] 1 ~ u Irr a vORK STATE CONTINUOUS COUNT di r STATION ~ I HOURLY REPORT ~ YW . ~.. _.._. STATI ON 0797 RT. 25 ~ M. P. 0711200 bt LAWEL LANE VINEYARD ~"~'~ MONTH AUGUST YEAR 1998 PAGE TO DM DW D 1 2 3 4 5 6 7 8 8 10 11 12 13 14 1$ 18 17 18 18 20 21 22 23 24 DIR TOT DAV TOT 3t 1 1 2 58 31 to 41 20 9 25 20 72 24 57 146 195 318 432 423 323 423 484 498 428 537 546 470 503 537 511 509 502 602 632 670 524 575 562 559 540 404 458 346 336 227 146 264 183 118 e6 76 7759 7707 15466 WEEKDAYS SATURDAYS SUNDAYS MONTH D DAYS ADT SPLIT AV HIHR HR DAYS ADT SPLIT AV HIHR HR DAV$ ADT SPLIT AV-H IHR HR DAYS ADT 1 21.0 8499 50.8 680 19 5.0 9255 51.5 747 14 5.0 7452 46.8 703 14 31.0 8452 2 21.0 8236 49.2 608 17 5.0 8733 48.5 635 18 5.0 8474 53.2 702 17 31.0 8354 DAYS ADT AV HIHR PRCNT% DAYS ADT AV HIHR PRCNT% DAYS ADT AV HIHR PRCNT% DAYS ADT MADT CHG 70T 21.0 16735 680 4.1 5.0 17988 747 4.2 5.0 15926 703 4.4 31.0 16806 +15.2 NEW YORK STATE CONTINUOUS COUNT STATION RUNNING AAOT REPORT STATION 0797 RT. 25 WEEKDAYS YEAR MO DAYS AOT HI HR 1998 9 22 15309 640 10 22 14501 644 11 21 13527 623 12 23 13778 623 1999 1 21 12463 600 Z 16 12709 593 3 23 13504 635 4 22 14499 650 5 21 75321 668 6 22 16026 693 W 7 22 16867 679 8 22 16740 706 12 MONTHS REPORTED 8 257 14604 706 MONTH AUGUST YEAR 1999 PAGE 74 + M.P. 0711200 @ LAWEL LAKE VI NEYARD $ATURDAV$ SUNDAYS MONTH PRCNT% DAYS ADT HI HR PRCN T% DAYS ADT HI HR PRCNT% DAYS 'MADT MADT CHG 4.2 04 17770 836 4. 7 04 15437 704 4.6 30 15654 +46,7 4.4 05 15916 745 4. 7 04 15994 852 5.3 31 14921 +44.8 4.6 04 14118 646 4. 6 OS 12095 645 5.3 30 13366 +36.5 4.5 04 13388 593 4. 4 04 11303 555 4.9 31 13408 +29,0 4.8 05 12004 559 4. 7 O5 8998 428 4.8 31 11830 +25,1 4.7 04 12608 558 4 .4 04 10196 494 4.8 24 12273 +38.5 4.7 04 13491 571 4 .2 04 10564 504 4.8 31 13123 4.5 04 14594 623 4 .3 04 17956 550 4.6 30 14173 +13,2 4.4 OS 16174 674 4 .2 O5 14461 646 4.5 31 15320 +2.7 4.3 04 17785 752 4 .2 04 15259 685 4.5 30 16158 +2,7 4.0 OS 18140 731 4 .0 04 16146 691 4.3 31 16979 -0,7 4.2 04 17830 727 4 .1 05 15570 663 4.3 31 1§§92 -0,7 RUNNING AADT 4.2 52 15318 727 4 .1 52 13165 663 4.3 361 14491 Intersections at Which Turning Movement Counts were Collected Town of Riverhead and Town of Southold I. N.Y.S. Route 25 at Mill Road 2. N.Y.S. Route 25 at Peconic Road 3. N.Y.S. Route 25 at Roanoke Avenue 4. N.Y.S. Route 25 at C.R. 58/Doctor's Path 5. N.Y.S. Route 25 at C.R. 105 6. N.Y.S. Route 25 at South Jamesport Avenue 7. N.Y.S. Route 25 at Manor Lane 8. N.Y.S. Route 25 at Bay Avenue 9. N.Y.S. Route 25 at New Suffolk Avenue 10. N.Y.S. Route 25 at Wickham Avenue 1 I . N.Y.S. Route 25 at Love Lane/Sound Avenue 12. N.Y.S. Route 25 at Mill Lane 13. N.Y.S. Route 25 at Alvahs Lane 14. N.Y.S. Route 25 at New Suffolk Road 15. N.Y.S. Route 25 at Depot Lane 16. N.Y.S. Route 25 at Peconic Lane 17. N.Y.S. Route 25 at Ackerly Pond Lane/Bayview Avenue 18. N.Y.S. Route 25 at Horton Lane 19. N.Y.S. Route 25 at Youngs Avenue 20. N.Y.S. Route 25 at Moores Lane 21. N.Y.S. Route 25 at Main Street 22. N.Y.S. Route 25 at Main StreeUC.R. 48 23. C.R. 58 at Mill Road 24. C.R. 58 at Roanoke Avenue ("The Circle") 25. C.R. 58 at C.R. 43 (Northville Turnpike) 26. Sound Avenue at Osborn Avenue 27. Sound Avenue at C.R. 105 28. Sound Avenue at C.R. 43 29. Sound Avenue at Manor Lane 30. Sound Avenue at Aldrich Lane 31. Sound Avenue at Cox Neck Road/Middle Road 32. Sound Avenue at Wickham Avenue 33. Sound Avenue at Mill Lane 34. Sound Avenue at Alvahs Lane 35. Sound Avenue at Depot Lane 36. Sound Avenue at Mill Lane/Peconic Lane 37. Sound Avenue at Horton Lane 38. Sound Avenue at Youngs Avenue 39. Sound Avenue at Moores Lane 40. N.Y.S. Route 114 at Midway Road 41. N.Y.S. Route 114 at Mary's Road t40 42. N.Y.S. Route 114 at Manwaring Road 43. N.Y.S. Route 114 at West Neck Road 44. N.Y.S. Route 114 at Winthrop Road 45. New York Avenue at West Neck Road 147 DUNN ENGINEERING ASSOCIATES Site Code 94036 N-S Street: MILL RD E-W Street: RT 25 pp~ WK TUESDAY 20 ~ 0 ~ 47 67 17 369 386 0 J 40 251 211 Lo 0 0 0 0 142 Movements by: Primary Total Turning Vo limes for the Period: 08:30 AN - 9:30 AM PAGE: 1 FILE: None DATE: 8/04/98 DUNN ENGINEERING ASSOCIATES Siie Code 94036 PAGE: 1 N-S Street: MILL RD FILE: None E-N Street : RT 25 DA~ ,UK : TUESDAY Movements by: Primary DATE: 8/04/98 Time F rom North From East From Sou th F ram Yes t Veh iicle gegjn RT THRU LT RT THRU LT RT THRU LT RT THRU LT To[al 6:30 3 0 7 10 21 0. 0 0 0 0 32 6 T9 6:45 0 0 8 9 23 0 0 0 0 0 57 5 102 HR TOTAL 3 0 15 19 44 0 0 0 0 0 89 11 181 7:00 AM 2 0 8 6 30 0 0 0 0 0 44 3 93 7;15 2 0 7 8 33 0 0 0 0 0 49 4 103 7:30 1 0 12 10 38 0 0 0 0 0 63 6 130 7:45 3- 0 21 13 47 0 0 0 0 0 81 11 176 IR TOTAL 8 0 48 37 148 0 0 0 0 0 237 24 502 8:00 AM 4 0 10 9 43 0 0 0 0 0 88 5 159 g;15 7 0 8 15 53 0 0 0 0 0 TS 6 162 g;3O 4 0 13 9 54 0 0 0 0 - 0 9T 2 179 8:45 7 0 12 11 56 0 0 0 0 0 94 4 184 °R TOTAL 22 0 43 44 206 0 0 0 0 - - 0 352 17 684 ~ 9:00 AM 5 0 10 8 49 0 0 0 0 0 87 6 16S 9:15 4 0 12 12 52 0 0 0 0 0 91 5 176 ^~.6A1 42 0 ~ 128 120 499 0 0 0 0 - 0 856 63 1708 PEAK PERIOD ANALYS IS FOR THE PERIOD: 6: 30 AM - 9:30 AM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENT S ... FROM PEAK HWR FACTOR Right Thru Left Total Right Thru Left North 7:45 AM 0.73 18 0 52 70 26 0 74 East 8:15 AM 0.94 43 212 0 255 17 83 0 South 8:15 AN 0.00 0 0 0 0 0 D 0 West 8:30 AM 0.97 0 369 17 386 0 96 4 Entire Intersection North 8:30 AM 0.88 20 0 47 67 30 0 70 East 0.94 40 211 0 251 16 84 0 South 0.00 0 0 0 0 0 0 0 West 0.97 0 369 17 386 0 96 4 143 DUNN ENGINEERING ASSOCIATE: Site Code 94036 N-S Street: MILL RD E-W Street: RT 25 DAY OF WK TUESDAY Movements by: Primary ------------------------------------------------------------------------------- Total Turning Volumes for the Period: 5:15 Sl 0 I84 135 J 60 443 503 o~ r 84 7012 618 L 0 o~ o f o f o 144 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: MILL R D FILE: RT25MILA E-W Street: RT 25 DAY OF WX TUESDA Y Movemen ts by: Primary DATE: 8/04/98 Time _______ From North From East From Sou th F rom West Ve2)i cle Hegin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 3:30 9 0 ] 22 94 0 0 0 0 0 63 3 198 3:45 ] 0 9 23 11G 0 G 0 0 0 B3 .. X39 HR TOTAL 16 0 16 SS 2D9 0 0 0 0 146 5 432 4:00 PM 5 0 6 19 109 0 0 0 0 0 93 2 229 4:15 5 0 B 13 114 0 0 0 0 0 76 2 218 9:30 B D 33 ] 135 0 0 0 0 0 72 1 236 4;q5 2 0 12 11 111 0 0 0 0 0 82 7 225 HR TOTAL 20 0 39 50 464 0 0 0 0 0 323 12 908 5:00 PM 9 0 22 16 12] 0 0 0 0 0 97 9 2TB 5:15 30 0 21 16 14"1 0 0 0 0 0 107 12 313 5:30 13 0 22 29 155 0 0 0 0 0 116 15 345 5:45 14 0 26 24 159 0 0 0 0 0 113 17 352 •tR TOTAL 44 0 90 BO 588 0 0 0 0 0 433 53 1288 6:OD PM 14 0 16 20 19'1 0 0 0 0 0 107 16 330 6:15 15 0 15 12 133 0 0 D 0 0 91 12 2]B "'AY TOTAL 109 0 176 20] 1546 G 0 0 0 0 1100 9B 3236 ~y PEAK PERIOD A NALYSIS FOR THE PERIOD : ]: 30 PM - 6 :30 PM DIRECTI ON START PEAR HR ...... .. VOL UMES ..- ..... .... PERCENTS ... FROM PEAK HOUR FACTOR Right 7hru Left Total Right Thru Leff North 5;19 PM 0.89 51 0 B4 135 38 0 62 East 5:15 PM 0.96 B4 618 0 702 13 BB 0 South 5:15 PM 0.00 0 0 0 0 D 0 O West 5:15 PM 0.96 0 943 60 503 0 BB 12 Entire I ntersection North 5:15 PM D.H] 51 0 84 139 38 C 62 East 0.96 84 618 0 ]02 12 88 0 South 0.00 J J C G 0 0 0 West 0.96 v 49J 60 SOl 0 BB 12 t45 DUNN ENGINEERING ASSOCIATE: Site Code 94036 N-S Street: MILL RD E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary ----------------------------------------------------------------------------- Total Turning Volumes for the Period: 12:15 27 0 61 gg 12 493 505 o 1 J MILL RD ~I~ti'~:II W+E •x•' 56 44 519 475 L 0 r i .. of o i46 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S StreeC: MILL RD FILE: RT25MILA E-W Street: AT 25 DAY OF WK SATURDAY Movements by: Primary DATE: 7/11/9H Time From NortF. From East From Sou th From We st Vet~i cle Degin RT THRU LT RT TNRU LT RT THRU LT RT THRU LT Total 11:00 AM 1 0 20 9 97 0 0 0 0 0 121 1 299 11:15 5 0 18 11 99 0 0 0 ~ 0 124 4 256 11:30 2 0 6 9 111 0 0 0 0 0 105 7 24p 11:45 1 0 30 10 120 0 0 0 0 0 115 6 2;62 HR TOTAL 9 0 59 39 422 0 0 0 0 0 465 18 100] 12:00 PM 4 0 12 H 122 0 D 0 0 0 112 7 265 12:15 ] 0 18 9 117 0 D 0 0 0 110 4 2 65 L2:30 4 0 17 12 120 0 0 0 0 0 122 2 2 77 12:45 ] 0 11 10 329 0 0 0 0 0 132 1 2 9p HR TOTAL 22 0 SB 39 48H 0 0 0 0 0 476 19 3097 1:00 PM 9 0 15 13 109 0 0 0 0 0 129 5 280 1:15 ] 0 13 16 30] 0 D 0 0 D 119 3 265 1:30 6 0 12 17 90 0 0 0 0 0 111 6 242 1:45 2 0 16 11 89 D 0 0 0 0 96 9 218 HR TOTAL 24 0 56 57 390 0 0 0 0 0 455 23 1005 2:00 PM 4 0 16 10 BO 0 0 0 D 0 99 11 220 .. _. Break ________ ______. ._.._____ ._______. _______ _.___ ___________. ___ ~ >:;p 3 0 15 6 85 0 0 0 0 0 100 10 219 2:q5 4 0 10 8 90 0 0 0 0 0 91 12 215 HR TOTAL 11 0 41 24 255 0 0 0 0 0 290 33 654 t: DO PM 6 0 14 10 95 0 0 0 0 0 - 97 ] 229 3:15 B 0 11 11 100 0 0 0 0 0 103 5 236 '.:30 30 0 30 7 89 0 0 0 0 0 B7 6 209 :q5 5 0 9 B H7 0 0 0 0 0 89 5 203 HR TOTAL 29 0 44 36 371 0 0 0 0 0 374 23 B7"7 Y TOTAL 95 0 25l 195 1926 0 0 0 D 0 2060 111 464 O t47 DUNK ENGINEERING ASSOCIATES Site Code 94036 PAGE' 2 ' N-S Street: MILL RD FILE: RT25MILA E-W Stzeet: RT 25 DAY OF WK SATURDAY Movements by: Primary DATE: ]/11/98 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAK HR ........ VOLVMES .. ...... .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Leff Total Right Thru Left Nar[h 12 :15 PM 0.68 2] 0 61 88 31 0 69 EasC 12 :00 PM 0.95 39 9B8 0 52] ] 93 0 South 12 :00 PM 0.00 0 0 0 0 0 0 0 West 12 :30 PM 0.96 0 502 11 51l 0 9B 2 Entice Intersection North 12: 15 PM O.BB 2] 0 61 88 31 0 69 East 0.93 44 975 0 519 8 92 0 South O.DO 0 0 0 0 D 0 0 West 0.94 0 493 12 505 0 98 2 148 Site Code 94036 N-S Street: PECONIC RD E-N Street: RT 25 DAY OF WK : TUESDAY DUNN ENGINEERING ASSOCIATES PAGE: 1 FILE: None Movements by: Primary DATE: 7/14/91 Total Turning Volumes for the Period: 08:30 AM - 9:30 AN PECONIC RD ::::::>'>~II N :: •~•: ~:;;>~::::: S 0 I O I 0 II'N`::'e'kG'8};f ~Si:, :y:,a+>:;<:.~:~ II o~ ~ 0 0 218 361 143 J 512 193 L 319 655 208 0 447 RD 149 DUNN ENGINEERING ASSOCIATES ^~te Code 94036 PAGE: 1 S Street: PECONIC RD FILE:None E-W Street: RT 25 DAY OF WK WEDNESDAY Novements by: Primary DATE: 8/05/98 Tota !Turning Votunes for the Period: 3:30 PM - 4:30 PN PECONIC RD 0 0 0 0 J 192 J r 0 753 204 ~ 0 ~ 5 RLY ---- ,sl Site Code 94036 N-S Street: PECONIC RD E-W Street: RT 25 DAY OF WK WEDNESDAY DUNN ENGINEERING ASSOCIATES Time Fran North Begin RT THRU LT 3:30 0 0 0 3:45 0 0 0 HR TOTAL 0 0 0 4:00 PM 0 0 0 4:15 0 D 0 4:30 0 0 0 4:45 0 0 0 'R TOTAL 0 0 0 5:00 PM 0 0 0 5:15 0 0 0 5:30 0 0 0 5:45 0 0 0 -Z TOTAL 0 0 0 6:00 PM 0 0 0 6:15 0 0 0 PAGE: 1 FILE: None Movements uy: Primary DATE: 8/05/98 From East ~ Fr om Sou th From West Vehi cLe RT THRU LT RT THRU LT RT TNRU LT Total 0 63 129 141 D 49 50 65 0 497 0 65 117 136 0 b7 57 41 0 483 0 128 246 277 0 116 107 106 0 98p 0 68 120 143 0 55 36 75 0 497 0 68 147 129 0 33 49 52 0 478 0 73 132 134 0 52 36 65 0 492 0 72 127 110 0 45 55 58 0 467 0 281 526 516 0 185 176 250 0 .1934 0 84 110 127 0 38 60 74 0 493 0 48 120 140 0 42 48 51 0 449 0 65 139 132 0 50 - 52 51 0 489 0 62 131 129 0 48 49 54 0 473 0 259 500 528 0 178 209 230 0 1904 0 42 118 152 0 58 34 39 - 0 443 0 39 115 142 0 51 30 35 0 412 ' Y TOTAL 0 D 0 0 749 1505 1615 0 588 PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:30 PM ________________________________________ 556 660 0 5673 DIRECTION START PEAK HR ........ VOLUMES ........ .:.. PERCENTS ... FROM PEAK NOUR FACTOR Right Thru Left Total Right Thru Left North 12:00 AM 0.00 l1 0 0 0 0 0 0 East 4:15 PM D.95 0 297 516 813 0 37 63 South 5:30 PM 0.91 555 0 207 762 73 0 27 West 4:15 PM 0.84 200 249 0 449 45 55 0 Entire Intersection North 3:30 PM 0.00 0 0 0 D 0 0 0 East 0.90 0 264 513 777 0 34 66 South 0.93 549 0 204 753 73 0 27 West 11-92 192 233 0 425 45 55 0 152 Site Lode 94036 N-S Street: PECONIC RD E-N Street: RT 25 SAY OF NK SATURDAY DUNN ENGINEERING ASSOCIATES PAGE: 7 FILE: R25PECPM Movements try: Primary DATE: 9/17/98 Total Turning Volumes for the Period: 71:30 AM - 72:30 PN PECONIC RD 0 0 0 0 J i 458 482 24 J 38 :( 0 472 434 L 40 9 0 31 RD 153 DUNN ENGINEERING ASSOCIATES site Code 94036 N-S Street: PECONIC RD -W Street: RT 25 . 4Y OF WK SATURDAY Movements by: Primary ;me From Nor th F rom East From South .gjn RT THRU LT RT THRU LT RT THRU LT '11:00 AM 0 0 0 0 89 7 4 0 1 :75 0 0 0 0 92 9 3 0 0 i~:30 0 0 0 0 112 9 10 0 2 it:45 0 0 0 0 105 16 5 0 2 TOTAL 0 0 0 0 398 41 22 0 5 12:00 PM 0 0 0 0 114 6 9 0 2 '":75 0 0 0 0 703 7 7 -0 3 ' :30 0 0 0 0 93 8 4 0 2 12:45 0 0 0 0 109 14 10 0 3 HR TOTAL 0 0 0 _. 0 419 35 30 0 10 .:00 PM 0 0 0 0 95 7 9 0 0 i;i5 0 0 0 0 79 6 2 0 4 30 0 0 0 0 84 7 7 0 3 45 0 0 0 D 92 3 3 0 1 HR TOTAL 0 0 0 0 350 23 21 0 8 00 PM 0 0 0 0 90 5 5 0 1 -75 ~ 0 0 0 0 93 it 6 0. 4 2:30 0 0 0 0 91 7 1 0 4 ;5 0 0 0 0 86 4 3 0 3 HI TOTAL 0 0 0 0 360 27 15 0 12 3=00 PM 0 0 0 0 80 3 3 0 1 i5 0 0 0 D 97 10 4 0 3 -~0 0 0 0 0 96 4 4 0 0 3:45 0 0 0 0 91 6 2 0 3 tR ~OTAL 0 0 0 0 364 23 13 0 7 ~A~ TOTAL 0 0 0 0 1891 149 101 0 42 PAGE: 7 F1 LE: R25PECPM DATE: 9/11/98 Frani Wes t Vehicle RT THRU LT Total 3 93 0 19T 2 itt 0 21T 6 117 0 256 7 175 0 250 18 436 0 920 6 118 0 255 5 108 0 233 5 97 0 209 3 106 0 245 19 429 0 942 72 110 0 233 6 82 0 179 7 94 0 196 6 96 0 203 25 384 0 8N 9 96 0 206 9 100 0 223 7 7 t0 0 220 7 108 0 211 32 414 0 860 5 tOt 0 193 2 110 0 226 5 102 0 217 3 705 0 210 15 478 D 840 709 2081 0 4373 t S 4 Site Code 94036 N-S Street: PECONIC RD E-N Street: RT 25 JAY OF WK SATURDAY DUNN ENGINEERING ASSOCIATES Movements by: Primary PEAK PERIOD ANALYSIS FOR THE PERIOD: 71:00 AM - 4:00 PM DIRECTION START PEAK HR ........ VOLUMES . ....... FROM PEAK HWR FACTOR Right Thru Left Total North 72:00 AM 0.00 0 0 0 0 East 77:30 AM 0.98 0 434 38 472 South 77:30 AN 0.83 37 0 9 40 Nest 11: T5 AM 0.97 21 461 0 482 Entire I ntersection North 77:30 AM 0.00 0 0 0 0 East 0.98 0 434 38 472 South- 0.83 31 0 9 40 Nest 0.97 24 456 0 482 PAGE: 2 FILE: R25PECPM DATE: 9/11/98 _____________________________ .... PERCENTS ... Right Thru Left 0 0 0 0 92 8 78 0 22 4 % 0 0 0 0 0 92 8 78 0 22 5 95 0 155 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: ROANOKE AVENUE FILE: R~SPECPM i-W Street: RT 25 AY OF NK UEEKDAY Movements by: Primary DATE: d/29/98 Total Turning Volumes for the Period: 8:15 AM - 9:15 AM ROANOKE AVENUE 224 0 0 224 J 298 479 777 of 0 41 475 434 L ~ ° -~ 0 0 0 AVENUE N W-}-E S 156 Site Code 94036 N-S Street: ROANOKE AVENUE :-W Street: R7 25 )AY OF WK WEEKDAY 'ime From North legin RT THRU LT 6:30 33 0 0 6:45 24 0 0 nR TOTAL 57 0 0 7:00 AM 33 0 0 7:15 47 0 0 7:30 36 0 0 x:45 46 0 0 TOTAL 162 0 - 0 8:00 AM 45 0 -0 ~: 15 49 0 0 ;30 69 0 0 8:45 49 0 0 TOTAL 212 0 0 9:00 AM 57 0 0 9:15 47 0 0 [ !TOTAL 0 94 945 0 0 0 0 PEAK PERI00 ANALYSIS FOR THE PERIOD: 6:30 AH - 9:30 AM D IRECTIDN START PEAK HR ........ VOLUMES .. ...... FRON PEAK HOUR FACTOR Right Thru Lett Totat North 8:75 AN 0.81 224 0 0 224 East 8:15 AM 0.77 - 4T 434 0 475 South 8:15 AM 0.00 0 D 0 0 West 8:15 AM 0.85 0 479 298 777 Entire I ntersection North 8:15 AM 0.81 224 0 0 224 East 0.77 41 434 0 475 so~tn o.oo o D o D West 0.85 0 479 298 777 535 0 DUNN ENGINEERING ASSOCIATES Movements by: Primary From East Fr om Sou th RT THRU LT RT THRU LT 5 41 0 0 0 D 3 67 0 0 0 0 8 108 0 0 0 0 2 66 0 0 0 0 16 51 0 0 0 D 3 54 0 0 0 0 6 70 0 0 0 0 27 241 0 0 0 0 12 83 0 0 0 0 9 94 0 0 0 0 16 138 0 0 0 0 7 113 0 0 0 0 44 428 0 0 0 0 9 89 D 0 0 0 6 79 0 0 0 0 PAGE: 1 FILE: R 25PECPM DATE: 6/29/98 F ram Nest Vehicle RT ___________ THRU _______ Li ______ Total __ 0 61 39 ______________ 179 0 56 35 185 0 117 74 364 0 56 33 190 0 68 22 204 0 72 21 186 0 67 34 223 0 263 710 803 0 70 34 244 D 91 7Z 31S 0 121 90 434 0 154 75 398 0 436 271 1391 0 113 bt 329 0 89 59 280 __________________________________________ 0 1018 575 3167 .... PERCENTS ... Right Thru Left _________________ xtoo 0 0 9 91 0 0 0 0 0 6Z 38 X100 0 0 9 97 0 0 D 0 0 62 38 i5? DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 7 N-S Street: ROANOKE AVENUE FILE: R25PECPN i-W S[reet: RT 25 AY OF WK WEEKDAY Movements by: Primary DATE: 6/29/98 Total Turning Volumes for the Period: 4:00 PN - 5:00 PM ROANOKE AVENUE :iT:~:ti ~.::::i::i:•~CJ]: ::~}:iiSiil•S %~J:~ y~tilji:•4ysjt:'A:,R: ....,.: ~..Y.:~ ~...:9: :~^~4^^i:?i `lM1': :: :. ....r,; "':F.~:::'dR..6 332 J 288 395 683 of r 77 5613 486 Lo ~ °~ 0 0 0 AVENUE N W-}-E S ~5~ DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: ROANOKE AVENUE FILE: R 25PECPM t-W Street: RT 25 SAY OF WK WEEKDAY Movements by: Primary DATE: b/29/98 f North F rom East Fran South F rom West Vehicle ime rom i RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total eg n 3:30 84 0 0 15 103 0 0 0 0 0 99 74 375 3:45 79 0 0 16 151 0 0 0 0 0 91 87 418 nR TOTAL 163 0 0 31 254 0 0 0 0 0 190 155 793 ::00 PM 91 0 0 14 724 0 0 0 0 0 102 75 406 ::15 83 0 0 12 107 0 0 0 0 0 102 48 346 4:30 48 0 0 34 134 0 0 0 0 0 100 60 376 1:45 170 0 0 17 127 0 0 0 0 0 91 105 450 TOTAL 332 0 0 T7 486 0 0 0 0 0 395 288 1578 5:00 PM 68 0 0 37 103 0 0 0 0 0 109 62 379 ;15 56 0 0 23 129 0 0 0 0 0 80 80 366 ,;30 30 0 0 9 123 0 0 0 0 0 77 72 311 5:45 30 0 0 9 129 D 0 0 0 0 82 65 315 TOTAL 184 0 0 78 484 0 0 0 0 0 348 279 7373 ' 6:00 PM 29 - 0 0 8 722 0 0 0 0 0 80 67 300 a;15 23 0 0 7 105 0 0 0 0 0 67 60 262 ' [ !TOTAL 731 0 0 201 1451 0 0 0 0 0 1080 843 4306 -~ PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6: 30 PM DIRECTI ON START PEAK HR ........ VOLUMES ... ..... .... PERCENT S ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 3:30 PM 0.93 337 0 0 337 X100 0 0 East 4:30 PM 0.90 771 493 0 604 18 82 0 South 4:30 PN 0.00 0 0 0 0 0 0 0 West 4:30 PM 0.88 0 380 307 687 0 55 45 Entire Intersection North 4:00 PM 0.75 332 0 0 332 X100 0 0 East 0.84 77 486 0 563 74 86 0 South 0.00 0 0 0 D 0 0 0 West 0.87 0 395 288 683 0 58 42 159 Site Code 94036 N-S Street: ROANOKE AVENUE E-W Street: RT 25 JAY OF WK SATURDAY Movements by: Primary Total Turning Volumes for the Period: 71:00 AM - 72:00 PM ROANOKE AVENUE 324 ~ 0 ~ 0 324 420 -7 475 8195 of 0 t!'<< v PAGE: ~ FILE: R25PECPM DATE: 5/31/98 64 452 388 L 0 0 ~ 0 ~ 0 AVENUE DUNN ENGINEERING ASSOCIATES 75 160 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 7 N-S S[reet: ROANOKE AVENUE FILE: RZSPECPM .-N Street: RT 25 JAY OF NK SATURDAY Movements by: Primary DATE: 5/37/96 fi me From North From East From South F rom West Vehicle legin RT THRU LT RT THRU L7 RT THRU LT R7 THRU LT iotaL X1:00 AM 86 0 0 19 86 0 0 0 0 0 126 713 430 7:15 73 0 0 12 100 0 0 0 0 0 117 105 407 i7:30 75 0 0 15 BO D 0 0 0 0 117 114 407 71:45 90 0 0 18 722 0 0 0 0 0 715 88 433 R TOTAL 324 0 0 64 388 0 0 0 0 0 475 420 1671 12:00 PM 88 0 0 19 89 0 0 0 0 0 730 95 421 ?:15 87 0 0 16 85 D 0 0 0 0 770 91 389 ?:30 80 0 0 75 78 0 0 0 0 0 734 97 404 12:45 87 0 0 26 84 0 0 0 0 0 126 96 419 HR TOTAL 342 0 0 76 336 0 0 0 0 0 500 379 1633 i:00 PM 77 0 0 72 93 0 0 0 0 0 734 78 394 7:15 83 0 D 19 81 0 0 0 0 0 127 86 396 :30 87 0 0 ~ 20 85 0 ~ 0 0 0 0 134 97 477 :45 85 0 0 34 59 0 0 0 0 0 713 88 379 HR TOTAL 332 0 0 85 318 0 0 0 0 0 508 343 1586 i Y TOTAL 998 0 0 225 1042 0 0 0 0 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 2:00 PN DIRECTION START PEAK HR ........ VOLUMES ........ FROM PEAK HWR (ACTOR Right Thru Left Total North 11:45 AN 0.96 345 0 0 345 East 11:15 AM 0.87 64 397 0 455 South 71:15 AM 0.00 0 0 0 0 Nest 17:00 AM 0.94 0 475 420 895 0 1483 1142 4890 .... PERCENTS ... Right _____ Thru _______ Left _____ X100 0 0 74 86 0 0 0 0 0 53 47 Entire Intersection North 11:00 AM 0.90 324 0 0 324 X100 0 0 East 0.81 64 388 0 452 14 86 0 South 0.00 0 0 0 D 0 0 0 Nest 0.94 0 475 420 895 0 53 47 161 DUNN ENGINEERING ASSOCIATES Jite Code 94036 N-S Street: DOCTORS PATN -W Street: CR 58 AY OF WK TUESDAY Movements by: Primary Total Turning Vo Lumesfor the Period: 8:75 AN - 9:75 AM DOCTORS PATH PAGE: 1 FILE: R25PECPM DATE: 7/08/98 28 27 41 96 J 26 356 437 55 J 42 681 473 L 166 214 46 33 135 PATH 162 DUNN ENGINEERING ASSOCIATES Site Code 94036 N-S Street: DOCTORS PATH -N Street: CR 58 „AY OF WK TUESDAY jme Fran North agjn RT THRU LT PAGE: 7 FILE: R25PECPM Movements by: Primary DATE: 7/08/98 Fran East Fran South Fran West Vehiele RT THRU LT RT THRU LT RT THRU LT Total ---'----------------------'-------------------- Break -'----- 7:00 AM 6 14 12 5 94 28 16 8 2 3 57 3 248 •;15 9 74 19 75 96 24 14 8 5 5 54 9 272 :30 7 22 12 10 103 31 21 7 7 8 86 7 321 , 7:45 6 19 14 23 129 51 32 9 72 15 87 9 400 TOTAL 28 69 57 53 422 134 83 32 26 31 278 28 124 t 8:00 AM 3 8 5 14 704 31 22 7 7 15 78 5 299 a;75 9 11 11 16 170 54 37 11 - 10 N 90 7 377 ;30 7 6 11 5 713 41 36 8 13 11 94 6 349 u:45 7 4 9 13 134 37 35 4 8 17 87 7 362 HR TOTAL 26 29 36 48 461 163 130 30 38 54 349 23 1387 00 AM 5 6 10 8 116 34 ~ 27 70 15 16 85 8 340 9 7 15 129 38 37 11 12 14 91 6 369 9:15 6 DAY TOTAL 65 113 170 724 1128 369 277 83 97 715 803 65 3337 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 9:30 AM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HWR FACTOR Right Thru Left Total Right Thru left North 7:00 AM 0.92 28 69 57 154 78 45 37 East 7:45 AM 0.85 58 456 177 691 8 66 26 South 8:75 AN 0.92 135 33 46 214 63 15 21 West 8:30 AM 0.99 58 357 25 440 13 81 6 Entire Intersection North 8:15 AM 0.77 28 27 41 96 29 28 43 East 0.93 42 473 166 681 6 69 24 South 0.92 735 33 46 214 63 15 21 Nest 0.98 55 356 26 437 13 81 6 163 Site Code 94036 N-S Street: DOCTORS PATH !-N Street: CR 58 SAY OF IJK TUESDAY DUNN ENGINEERING ASSOCIATES Movements by: Primary Total Turning Volumes for the Period: 5:00 PM - 6:00 PM DOCTORS PATH 38 ~ 56 ~ 59 153 39 797 894 58 J PAGE: 7 FILE: R25PECPM DATE: 7/08/98 93 735 538 L 104 275 53 ~ 51 ~ 171 PATH t64 Site Code 94036 N-S Street: DOCTORS PATH .-W Street: CR 58 DUNN ENGINEERING ASSOCIATES lAY OF WK TUESDAY Movements by: Primary rime Fran North Fran East From South tegin RT THRU LT RT THRU LT Ri TNRU LT 3:30 12 19 18 20 127 20 52 7 10 3:45 24 27 8 21 120 18 49 10 8 nR TOTAL 36 46 26 41 247 38 101 17 18 4:00 PM 8 14 6 23 155 27 43 15 18 ::15 7 10 6 18 132 34 40 11 10 4:30 17 10 8 19 144 23 45 12 12 ::45 7 12 10 8 114 34 43 9 7 2 TOTAL 39 46 30 68 545 118 171 47 47 5:00 PM 15 21 29 39 147 24 51 15 15 ~: 15 10 14 17 19 123 30 43 14 10 ~:30 7 11 6 15 125 23 40 12 14 5:45 6 10 7 20 143 27 3T 10 14 TOTAL 38 56 59 93 538 104 171 51 53 6:00 PM 5 8 10 19 133 23 32 13 9 A:15 12 9 11 17 121 29 33 11 13 C 'TOTAL 130 165 136 238 1584 312 508 139 140 PEAK PERIOD ANALY SIS FOR THE PERIOD: 3:30 PN - 6:30 PN DIRECTION START PEAK HR ...-.. -- VOLUMES ... ...-. FROM PEAK NWR FACTOR Right Thru Left Total North 4:30 PN 0.65 49 57 64 170 East 4:15 PM 0.88 84 537 115 736 South 4:30 PM 0.85 182 50 44 276 Nest 5:00 PM 0.92 58 797 39 694 Entire I ntersection North 5:00 PM 0.59 38 56 59 t53 East 0.68 93 538 104 735 South 0-85 171 51 53 275 Nest 0.92 58 797 39 894 PAGE: 1 FILE: R'25PECPM DATE: 7/08/98 F rom Wes t Vehicle RT THRU LT Total 13 185 16 499 14 141 39 479 27 326 55 978 17 183 26 535 18 192 9 487 15 197 13 515 23 165 7 439 73 737 55 1976 14 213 8 591 13 192 6 491 16 213 13 495 15 179 12 480 58 797 39 2057 12 162 7 433 10 159 9 434 ' 180 2181 165 5878 .... PERCENTS ... Right _____ Thru _______ Left _____ 29 34 38 11 73 16 bb 18 16 6 89 4 25 37 39 13 73 14 62 19 19 6 89 4 165 Site Code 94036 N-S Street: DOCTORS PATH -W Street: CR 58 SAY OF WK SATURDAY DUNN ENGINEERING ASSOCIATES PAGE: 1 FILE: R~SVECPM Movements by: Primary DATE: 7/25/98 Total Turning Volumes for the Period: 77:45 AM - 12:45 PM DOCTORS PATH 14 17 33 64 J 890 967 62 J 42 614 451 L 121 276 51 ~ 49 ~ 176 PATH N W--~-E S 166 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: ~ N-S Street: DOCTORS PATN FILE: R25PECPN E-W Street: CR 58 JAY OF NK SATURDAY Movements by: Primary DATE: 7/25/98 ~i from North Fran East Fran South Fran West Vehiele me i RT THRU LT RT THRU LT RT THRU LT RT TNRU LT Total n ;eg -------'----------------"-----'-----'------------"- Break 11:30 4 9 10 16 145 30 37 7 72 6 177 7 454 1:45 5 3 10 70 138 29 33 9 10 78 797 2 464 ..d TOTAL 9 12 20 26 283 59 70 16 22 24 374 3 918 ?:00 PM 4 6 10 14 730 19 31 10 11 13 242 2 492 >; 75 2 4 5 73 100 39 37 15 12 14 246 S 492 12:30 3 4 8 5 83 34 75 15 18 17 205 6 473 t~;45 4 2 8 7 81 31 34 12 9 17 204 2 405 TOTAL 13 16 31 39 394 123 177 52 50 55 897 15 1862 1:00 PM 3 3 7 7 110 38 43 7 11 20 204 3 456 ,75 - 4 8 6 - 3 79 26 33 5 5 18 200 5 392 :30 8 2 3 2 74 21 33 8 9 24 200 2 ~ 386 1:45 2 6 5 5 111 26 20 5 6 12 216 1 415 uo TOTAL 17 19 21 17 374 111 129 25 31 74 820 11 1649 c:00 PM b 6 10 3 90 33 32 8 B 70 184 3 393 2;75 4 b 2 6 83 37 26 5 4 8 175 7 357 :30 5 9 16 12 95 24 20 4 4 9 193 2 393 ,45 6 6 9 6 83 12 9 B 3 18 178 ~ 4 342 HR TOTAL 21 27 37 27 351 106 87 25 19 45 730 10 1485 :00 PM 4 9 4 9 84 17 29 3 4 12' 175 3 353 x:15 9 3 7 5 82 26 18 7 4 15 160 1 337 3:30 4 6 6 7 97 9 27 2 4 16 177 3 358 :45 6 4 7 6 89 31 19 7 6 12 151 7 339 f TOTAL 23 22 24 27 352 83 93 19 78 55 663 8 1387 DAY TOTAL 83 96 133 736 1754 482 556 737 140 253 3484 47 730i 167 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 2 N-S Street: DOCTORS PATH F[LE: R25PECPM [-N Street: CR 58 JAY OF UK SATURDAY Movements by: Primary DATE: 7/25/98 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAK NR ........ VOLIAIES .. ...... .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 230 PM 0.73 24 27 36 87 28 31 41 East 11:30AM 0.89 53 513 117 683 8 75 17 South 12:15 PM 0.67 189 49 50 288 66 17 17 Nest 11:45 AN 0.91 62 890 15 967 6 92 2 Entire InterSeotion North 11:45 AM 0.80 14 17 33 64 22 27 52 East 0.87 42 451 121 614 7 T3 20 South 0.64 176 49 51 276 64 18 18 Nest 0.91 62 890 15 967 6 92 2 168 Site Code 94036 "-S Street: CR 705 -W St reel: RT 25 DAY OF GK TUESDAY DUNN ENGINEERING ASSOCIATES Movements try: Primary PAGE: 1 Fi LE: R25PECPN DATE: 7/07/98 Total Turning Volumes for the Period: 8:15 AM - 9: T5 AM 17 72 23 `- 112 25 415 577 137 J r 10 8414 587 L 247 429 199 ~ 68 ~ 162 169 Site Code 94036 N-S Street: CR 105 E-N Street: RT 25 )AY OF NK TUESDAY Time From North tegin RT TNRU LT 6:30 0 14 0 6:45 0 16 0 ..R TOTAL 0 30 0 7:00 AM 5 16 0 7:15 2 24 3 7.30 3 25 0 ':45 6 12 4 TOTAL 16 77 7 8:00 AM 4 20 7 :75 3 22 7 :30 5 ZS 6 8:45 5 12 4 f'- TOTAL 17 79 24 v:00 AN 4 73 6 9:15 3 73 5 DUNN ENGINEERING ASSOCIATES Rovements by: Primary Fram East From South RT TNRU LT RT THRU LT 0 62 52 29 18 76 7 97 50 28 12 18 t 159 102 57 30 34 1 99 63 33 10 26 2 740 67 47 9 35 3 107 89 46 17 26 2 118 76 40 18 48 8 464 295 760 54 137 2 729 55 50 15 43 4 743 69 32 12 40 3 150 73 47 76 45 0 159 66 48 15 50 9 581 263 177 58 178 3 135 39 35 25 64 2 147 52 40 21 56 D"~ TOTAL 40 272 42 23 1480 751 469 788 469 PEAK PERIOD ANALY SIS FOR THE PERIOD: 6:30 AM - 9:30 AM DIRECTION START PEAK HR ........ VOLUMES ... ..... FROM PEAK HOUR FACTOR Right Thru Left Totat North 7:45 AM 0.84 18 79 24 121 East 8:00 AM 0.94 9 581 263 853 Sou[h 6:30 AN 0.93 770 77 275 462 Nest 8:75 AM 0.96 137 415 25 577 Entire Intersection North 8:15 AM 0.78 17 72 23 712 East 0.93 10 587 247 844 South 0.86 162 68 199 429 Nest 0.96 137 415 25 577 PAGE: 1 FILE: R25PECPM DATE: 7/07/98 From Uest Vehi ale RT THRU LT Total 76 49 1 257------•- 15 57 4 298 31 106 5 555 24 66 2 347 16 70 6 415 26 83 1 426 18 67 70 419 84 286 19 1607 28 77 4 434 37 101 6 476 32 99 5 506 33 114 3 509 130 391 18 1925 35 101 11 471 30 106 6 475 310 990 59 5033 .... PERCENTS ... Right Thru Left 15 65 20 1 68 31 37 77 47 24 72 4 75 64 21 7 70 29 38 76 46 24 72 4 170 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 7 '7-S Street: CR 105 FILE: R25PECPM f-W Street: RT 25 DAY OF UK MONDAY Movements by: Primary DATE: T/73/98 Total Turning Volumes for the Period: 4:45 PM - 5:45 PM 21 90 22 133 J 15 631 935 289 J r 23 9817 703 L 261 712 ~~ . 208 132 372 iii DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Stree[: CR 105 FILE: R25PECPM E-N Street: R7 25 DAY OF NK MONDAY Movements by: Primary DATE: 7/13/98 Time Fran Nor th From East From South From Nest Vehicle Begin RT THRU LT RT TNRU LT RT TNRU LT RT TNRU LT iota[ 3:30 10 29 1 5 161 52 76 22 52 73 166 9 676 3:45 9 18 4 5 158 58 69 22 65 71 157 5 64'1 .1R TOTAL 19 47 5 10 339 110 145 44 117 ~ 744 323 14 1317 4:00 PM 14 26 8 4 176 39 71 23 52 81 154 7 655 4:15 11 13 4 5 146 62 83 27 82 78 164 - 7 682 4:30 2 16 7 5 178 35 % 21 68 88 168 10 694. 4:45 5 22 7 6 186 53 103 22 46 71 155 4 680 R TOTAL 32 77 26 20 686 189 353 93 248 318 641 28 2711 5:00 PM 4 21 6 4 174 63 92 31 52 80 160 1 686 is 15 2 26 2 8 169 76 86 43 43 71 157 6 691 i:30 10 21 7 5 174 69 89 36 67 67 159 4 708 5:45 6 25 3 5 141 59 116 16 60 57 170 4 662 --~ TOTAL 22 93 18 22 658 267 385 126 222 275 646 15. 2749 6:00 PM 10 19 2 2 121 57 59 22 64 57 148 7 56g 6:15 7 21 4 3 125 52 66 24 59 57 . 157 5 574 I f TOTAL 90 257 55 57 1929 675 1006 309 710 851 1909 69 7919 PEAK PERICD ANALYS IS FOR THE PERIOD: 3:30 PM - 6: 30 PM DIRECTION START PEAK HR ........ VOLUMES ........ - .... PERCENTS ... FROM PEAK NOUR FACTOR Right Thru Left Total Right Thru Lef[ North 3:30 PM 0.77 44 86 17 147 30 59 12 East 4:45 PM 0.98 23 703 261 987 2 71 26 South 5:00 PN 0.95 385 126 222 733 53 17 30 West 3:45 PM 0.93 ~ 318 643 29 990 32 65 3 Entire Intersection North 4:45 PM 0.88 21 90 22 133 16 68 17 East 0.98 23 703 261 987 2 71 26 South 0.93 372 132 208 712 52 19 29 Nest 0.97 289 631 15 935 31 67 2 i72 Site Code 94036 N-S Street: CR 105 E-U Street: RT 25 DAY OF WK SATURDAY DUNN ENGINEERING ASSOCIATES PAGE: 1 FILE: R25PECPM Movements by: Primary DATE: 7/25/98 Total Turning Vol ones for the Period: 11:00 AM - 12:00 PM 15 ~ 94 ~ I20 129 J 48 -7 634 852 170 J 29 803 582 L 192 546 256 ~ 118 ~ 172 X73 Site Code : 94036 N-S Street: CR 105 :-W Street: RT 25 ~AY OF WK SATURDAY DUNN ENGINEERING ASSOCIATES ime Fran North egin RT TNRU LT X1:00 AM 8 28 7 1:15 6 27 4 11:30 0 19 6 11:45 1 20 3 TOTAL 15 94 20 12:00 PM 4 10 6 ""'.: 15 1 16 11 :30 2 14 2 12:45 1 26 9 HR TOTAL- 8 66 28 .:00 PM. 5 19 8 1:15 1 16 5 :30 3 9 3 :45 0 23 8 HR TOTAL 9 67 24 00 PM 4 18 6 ... 15 6 15 10 2:30 2 20 7 45 4 16 8 H TOTAL 16 69 31 ?•00 PM 0 23 4 15 1 19 7 ..30 4 13 5 3:45 3 18 6 HF fOTAL 8 T3 22 PAGE: ~ FILE: R25PECPM Movements by: Primary DATE: 7/25/98 F rom East F rom South From West Yehie le RT TNRU L7 RT THRU LT RT iHRU LT Total 6 134 58 47 26 52 21 170 17 574 2 123 47 38 31 60 42 145 7 53Z 3 154 37 45 28 73 67 150 8 590 18 171 50 42 33 71 40 169 16 634. 29 582 192 172 118 256 170 634 48 2330 7 143 29 57 23 65 30 158 8 540 7 122 41 49 25 43 35 139 10 499 6 117 32 51 29 64 49 164 10 540 8 114 51 45 22 57 49 150 7 539 28 496 153 202 99 229 163 611 35 2118 5 126 43 52 24 61 41 147 S 536 7 139 50 56 27 55 3t 138 8 533 3 149 63 66 20 63 27 130 20 556 6 130 47 58 23 51 52 127 10 535 ~ 21 544 203 232 94 230 151 542 43 2160 8 116 36 45 28 56 43 146 10 516 4 119 49 54 25 52 49 159 5 547 5 127 43 48 29 56 38 165 12 552 7 118 38 50 26 57 51 155 13 543 24 480 166 197 108 221 181 625 40 2158 ~~•~ 6 124 41 57 25 bt 55 138 8 542 8 121 44 53 28 58 40 142 11 532 7 128 39 52 22 51 53 154 6 534 6 117 37 49 24 54 47 149 9 519 27 490 167 211 99 224 195 583 34 2127 ~At TOTAL 56 369 125 129 2592 875 1014 518 1160 860 2995 200 10893 X74 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 2 '7-S Street: CR 705 FILE: R25PECPM :-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary DATE: 7/25/98 PEAK PERIOD ANALYSIS FOR THE PERIOD: 17:00 AN - 4:00 PM DIRECTION START PEAK NR ..... ... VOLUMES ........ .... PERCENTS ... FROM PEAK Hg1R FACTOR Right Thru Left Total Right Thru Left North 11:00 AN 0.75 - 15 94 20 129 12 73 '16 East 11:00 AN 0.84 29 582 192 803 4 72 24 South 11:15 AM 0.97 - 182 115 269 566 32 20 48 West 71:00 AM 0.95 170 634 48 852 20 74 6 En[ire I ntersection North 11:00 AM 0.75 75 94 20 129 12 T3 76 East 0.84 29 582 192 603 4 72 24 south 0.93 172 118 256 546 32 22 47 West 0.95 170 634 48 852 20 74 6 X75 OUNN ENGINEERING ASSOCIATES Site [ode 94036 "-S Street: 50. JAMESPORT AVE -W Street: RT 25-MAIN STREET DAY OF WK TUESDAY Movements by: Primary Total Turning Volumes for the Period: 08:75 AM - 9:75 AM RT 25-MAIN STREET SO. JAMESPORT AVE 0 0 0 O J 0 480 551 71 J 0 627 603 L 24 RT 25-MAIN STREET 112 82 ~ 0 ~ 30 SPORT AVE PAGE: 1 FILE: R25PECPM DATE: 7/14/98 _________________ ________ N W+E S 176 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: 50. JAMESPORT AVE FILE: R25PECPM -W Street: RT 25-MAIN STREET uAY OF WK TUESDAY Movements by: Primary DATE: 7/14/98 ime From North F rom East From South F rom West Vehiele egin RT THRU LT RT THRU LT RT TNRU LT RT TXRU LT Total 5:30 0 0 0 0 84 1 2 0 12 4 60 0 163 5:45 0 0 0 0 105 2 4 0 ib 6 81 0 212 HR TOTAL 0 0 0 0 189 3 6 0 26 10 141 0 373 ':00 AM 0 0 0 0 117 1 6 0 16 2 72 0 214 ;;15 0 0 0 0 132 3 2 0 13 10 85 0 245 7:30 0 0 0 0 128 2 8 0 13 3 103 0 25T ':45 0 0 0 0 142 5 11 0 19 13 119 0 309 TOTAL 0 0 0 0 519 11 27 0 61 28 379 0 1025 o:Op AN 0 0 0 0 119 7 8 0 27 30 94 0 285 i ;75 0 D 0 0 177 N 2 0 30 27 122 0 369 0:30 0 0 0 0 143 7 11 0 25 16 120 0 322 8:45 0 0 0 0 137 5 9 0 11 19 95 0 276 TOTAL 0 0 0 0 576 30 30 0 93 92 431 0 1252 9:00 AM 0 0 0 0 146 1 8 0 16 9 143 0 - 323 ^•.15 0 0 0 0 129 8 11 0 15 14 134 0 311 ' TOTAL 0 0 DIRECTION FROM North East South Nest North East South West 0 - 0 1559 53 82 0 211 153 1228 0 3286 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 9:30 AM START PEAK NR ..._.... VOLIMES ........ .... PERCENTS ... PEAK HOUR FACTOR Right Thru Left To[al Right Thru left 12:00 AM 0.00 0 0 0 0 0 0 0 8:15 AM 0.83 0 603 24 627 0 96 4 7:45 AM 0.92 32 0 101 133 24 0 76 8:15 AN 0.91 71 480 0 551 13 87 0 Entire I ntersection 8:15 AN 0.00 0 0 0 0 D 0 0 p.83 D 603 24 627 0 96 4 0.78 30 0 82 112 27 0 73 0.91 71 480 0 551 13 B7 0 177 Site Code 94036 N-S Street: S0. JAMESPORT AVE '.-U Street: RT 25-MAIN STREET SAY OF WK NEDNESDAY DONN ENGINEERING ASSOCIATES PAGE: 1 FILE: R25PECPN Movements by: Primary DATE: T/TS/98 Total Turning VoLunes for the Period: 4:30 PN - 5:30 PN <~`^% RT 25-MAIN STREET <...: x~$ SO. JAMESPORT AVE ' + ~ : :{: ~C:ifi i'p': ~ il :R i t` ` G:<:;u~: ydr.~: :: . 0 o 746 860 114 J 1 O 855 798 L 57 RT 25-MAIN STREET 130 79 0 51 (SPORT AVE N W-{-E S i~a DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: S0. JANESPORT AVE FILE: R25PECPM -N Street: RT 25-MAIN STREET JAY OF NK NEDNESDAY Movements by: Primary DATE: 7/15/98 ~ime F ram North From East From South F rom West Vehicle egin RT TNRU LT RT THRU LT RT THRU LT RT THRU LT Total 3:30 0 0 0 0 187 10 7 0 17 16 157 0 388 3:45 0 0 0 0 123 13 11 0 16 11 149 0 323 HR TOTAL 0 0 0 - 0 304 23 18 0 33 27 306 0 771 ::00 PM 0 0 0 0 766 7 8 0 16 24 155 0 374 ;; 15 0 0 0 0 195 14 75 0 15 37 784 0 454 4:30 0 0 0 0 791 13 15 0 13 24 161 0 41T ,:45 0 0 0 - 0 164 16 10 0 24 27 195 0 436 TOTAL 0 0 0 0 776 50 48 0 66 106 695 0 7681 5:00 PN 0 0 0 0 225 15 12 0 20 33 176 0 487 :15 0 0 0 0 278 13 14 0 22 30 214 0 511 x:30 0 0 0 0 185 10 10 0 17 79 152 0 393 5:45 0 0 0 0 t47 9 12 0 71 27 159 0 365 TOTAL 0 0 0 0 775 47 48 0 70 109 707 0 1750 6:00 PM 0 0 0 0 147 19 9 0 13 41 742 0 371 °:15 0 0 0 0 153 21 10 0 17 39 752 0 392 C 'TOTAL 0 0 0 0 2095 160 733 0 199 322 7996 0 4905 i PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:30 PM DIRECTION START PEAK NR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 12:00 AN 0.00 0 0 0 0 0 0 0 East 4:30 PN 0.89 0 7'98 57 855 0 93 7 South 4:30 PN 0.90 51 0 79 130 39 0 bt Nest 4:30 PM 0.88 114 746 0 860 13 87 0 Entire I ntersection North 4:30 PM 0.00 C1 0 D 0 0 0 0 Eas[ 0.89 0 798 57 855 0 93 7 South - 0.90 51 0 79 130 39 0 61 Nest 0.88 114 746 0 860 13 87 0 77J DUNN ENGINEERING ASSOCIATES Site Code 94036 N-S Street: SO. JAMESPORT AVE -W Street: RT 25-MAIN STREET _AY OF NK SATURDAY Movements by: Primary Total Turning Volumes for the Period: 07:00 PM - 2:00 PN 0 s ^:;~<y.iC'Sncji;°'iQi`.;T(.. aec~'~t'Sy;:<.i:;.:: #i RT 25-MAIN STREET ::; SO. JAMESPORT AVE '{~"~FS~^' SSMC" i i~::::: vS..O ~:~:;i 0 J 54 O 673 619 L RT 25-MAIN STREET .103 69 0 34 SPORT AVE PAGE: T FILE: R25PECPM DATE: T/25/98 ,ao Site Code 94036 "-S Street: 50. JAMESPORT AVE -W Street: RT 25-MAIN STREET DUNN ENGINEERING ASSOCIATES DAY OF WK SATURDAY Movements by: Primary PAGE: l FILE: R25PECPM DATE: 7/25/98 Imo Fram North From East From South Fram West Vehiele _=gin RT THRU LT R7 THRU LT RT THRU LT RT TNRU LT Total I:00 AM 0 0 0 0 141 9 11 0 29 36 184 0 410 1:15 0 0 0 0 177 ii 19 0 21 31 189 0 388: 11:30 0 D 0 0 152 14 19 0 25 36 180 0 426 ++:45 0 D 0 0 148 11 16 0 17 33 181 0 406 TOTAL 0 0 0 0 558 45 65 0 92 136 734 0 1630 12:00 PM 0 0 0 0 139 74 74 0 17 38 783 0 ~ 405 ;15 0 0 0 0 149 14 12 0 17 24 206 0 422 ;30 0 0 0 0 157 5 9 0 14 29 792 0 406 12:45 D 0 0 0 743 72 70 0 16 30 185 0 396 '-' TOTAL 0 0 0 0 588 45 45 0 64 121 766 0 7629 1:00 PM 0 0 0 0 137 12 6 0 9 32 187 0 377 1;75 0 0 0 0 159 77 13 0 20 31 197 0 437 ~.3p 0 0 0 0 179 it 7 0 22 31 201 0 457 :45 0 0 0 0 150 14 8 0 18 28 192 0 410 HR TOTAL 0 0 0 - 0 619 54 34 D 69 122 777 0 1675 00 PM 0 0 0 0 135 11 9 0 8 20 184 0 367 2;75 0 0 0 0 138 15 11 D 21 27 186 0 398 2:30 0 0 0 0 141 13 8 0 17 23 181 0 383 45 0 0 0 0 714 10 13 0 26 19 175 0 357 ~ N.. TOTAL 0 0 0 0 528 69 41 0 72 89 726 0 - 1505 00 PM 0 0 0 0 145 9 73 0 15 21 208 0 411 75 0 0 0 0 144 8 8 0 ib 24 178 0 378 3:30 0 0 0 0 165 19 7 0 14 20 183 0 408 3:45 0 0 0 0 159 11 9 0 t7 19 185 0 400 HI TOTAL 0 0 0 0 613 47 37 0 62 84 754 0 1597 SAY TOTAL 0 0 0 0 2906 240 222 0 359 552 3757 0 8036 781 Site Code 94036 v-S Street: S0. JAMESPORT AVE -N Street: RT 25-MAIN STREET uAY OF VK SATURDAY DUNN ENGINEERING ASSOCIATES PAGE: 2 FILE: R25PECPM Movements by: Primary DATE: 7/25/98 PEAK PERIOD ANALYSIS FOR THE PER10D: 11:00 AN - 4:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FRCM PEAK HOUR FACTOR Right Thru Left Total Right Thru left North 12:00 AM 0.00 0 0 0 0 0 0 0 East 1:15 PM 0.89 0 623 53 676 0 92 8 South 11:00 AN 0.89 65 0 92 157 41 0 59 Vest 1:00 PM 0.97 122 777 0 899 14 86 0 Entire I ntersection North 1:00 PN 0.00 0 0 0 0 0 0 0 East 0.89 0 619 54 673 0 92 8 South 0.78 34 0 69 103 33 0 67 Vest 0.97 122 TT7 0 899 14 86 0 i82 DUNN ENGINEERING ASSOCIATES Site Code : 94036 PAGE: ~ N-S Street: MANOR LANE FILE: INTbAM :-W Street: R7 25 •MAIN STREET IAY OF WK TUESDAY Movements by: Primary DATE: 7/T4/98 Total Turning Volumes for the Period: 8:30 AM - 9:30 AM MANOR LANE 54 0 10 64 J ~`'fsi RT 25-MAIN STREET E'::5:::::y t::`..+.... o~ 537 545 i 8J r 36 4811 445 Lo ~=:~.:ty ::~:~::. RT 25-MAIN STREET F"`> ~ ° -- 0 0 0 NE ~ F3 3 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 4-S Street: MANOR LANE FILE: INT6AM -W Street: R7 25- MAIN STREET uAY Of WK TUESDAY Movements bY: Primary DATE: 7/14/98 F North F rom East From South F rom West Vehicle- ime ran i RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total eg n 6:30 3 0 0 2 65 0 0 0 0 1 94 0 165 5:45 12 0 0 5 86 0 0 0 0 1 95 0 199 HR TOTAL 15 0 0 7 151 0 0 0 0 2 189 0 364 x:00 AM 3 0 0 5 79 0 0 0 0 1 102 0 190 l:15 8 0 3 5 78 0 0 0 0 4 132 0 230 7:30 6 0 2 T 101 0 0 0 0 1 105 0 222 ':45 11 0 2 6 172 0 0 0 0 2 1Q 0 280 TOTAL 28' 0 7 23 370 0 0 0 0 8 486 0 922 °.:00 AM 8 0 2 6 99 0 0 0 0 1 113 0 229 ;15 13 0 2 6 104 0 0 0 0 0 748 0 273 8:30 20 0 1 14 100 0 0 0 0 1 131 0 267 8:45 11 0 2 9 124 0 0 0 0 3 148 0 297 TOTAL 52 0 7 35 427 0 D 0 0 5 540 0 1066 9:00 AM 9 0 4 6 108 0 0 0 0 2 122 0 251 ':15 14 0 3 7 113 0 0 0 0 2 136 0 275 [ ~ TOTAL 118 0 21 78 1169 0 0 0 0 19 1473 0 2878 i ~ : ;~ PEAK PERIOD ANALYSIS FOR THE PERIOD : 6: 30 AM - 9: 30 AN DIRECTI ON START PEAK NR ........ VOLUMES ... ..... .... PERCENT S ... FROM PEAK NOUR FACTOR Right Thru Left Total Right Thru Left North 8:30 AM 0.76 56 0 10 64 84 0 16 East 8:30 AM 0.90 36 645 0 481 7 93 0 South 8:30 AN 0.00 0 0 0 0 0 0 0 West 8:15 AM 0.92 6 549 0 555 1 99 0 Entire Intersection North 8:30 AM 0.76 54 0 10 64 64 0 16 East 0.90 36 445 0 481 7 93 0 South 0.00 0 0 0 0 0 D 0 West 0.90 8 537 0 545 1 99 0 ien DUNN ENGINEERING ASSOCIATES Site Lode : 94036 N-S Street: MANOR LANE :-W Street: RT 25-MAIN STREET ./AY OF WK THURSDAY Movements by: Primary Total Turning Volumes for the Period: 4:15 PN - 5:75 PM MANOR LANE RT 25-MAIN STREET 45 0 15 60 J o 696 696 of r 11 559 548 Lo RT 25-MAIN STREET r- ° ~ 0 0 0 NE PAGE: T FILE: I N76AM DATE: 7/23/96 ia5 Site Code 94036 N-S Street: MANOR LANE E-N Street: RT 25-NA IN STREET DAY OF NK THURSDAY Time From North Begin RT iHRU LT 3:30 0 0 4 3:4s 0 0 2 .lR TOTAL 0 0 6 4:00 PM 2 0 4 4:75 11 D 4 4:30 13 0 5 4:45 12 0 2 R TOTAL 38 0 15 5:00 PM 9 0 4 is is 7 0 4 i:30 9 0 2 5:45 4 0 4 '^. TOTAL 29 0 14 6:00 PM 77 0 4 6:15 8 0 3 1-Y TOTAL 86 DUNN ENGINEERING ASSOCIATES Movements by: Primary F ran East From South RT TNRU LT RT THRU LT 0 17s o 0 0 0 3 107 0 0 0 0 3 222 0 0 0 0 2 115 0 0 0 0 3 724 0 0 0 0 2 129 0 0 0 0 3 133 0 0 0 0 10 501 0 0 0 0 3 162 0 0 0 0 0 77s o 0 0 0 3 tD7 0 0 0 0 2 115 0 0 0 0 8 499 0 0 0 0 3 124 0 0 0 0 1 129 0 0 0 0 0 42 2s 747s 0 0 0 0 PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:30 PM DIRECTION START PEAK HR .... .... VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 4:75 PM 0.83 45 D 15 60 75 0 25 East 4:1s PM 0.85 11 s48 0 Ss9 2 98 0 South 4:15 PM 0.00 0 0 0 0 0 0 0 West 3:45 PM 0.94 0 704 0 704 0 X100 0 Entire intersection North 4:15 PM 0.83 45 0 15 60 75 0 2s East 0.85 11 548 0 559 2 98 0 South 0.00 0 0 0 0 0 0 0 West 0.93 0 696 0 696 0 X100 0 PAGE: 1 FILE: INT6AM ____ ________ ____ DATE: 7/23/98 ___ From Nest ______________ Vehicle RT THRU LT Total 0 732 0 257 0 177 0 289 0 309 0 540 0 157 0 2801 0 183 0 325 0 787 0 336 0 154 0 ;Ot' 0 681 0 1245 0 172 0 350 0 732 o zsa 0 777 0 298 0 757 0 282 0 638 0 1188 0 766 0 288 0 133 0 274 0 1907 0 3535 ) •~r 186 Site Code 94036 --S Street: MANOR LANE -W Street: RT 25-MAIN STREET DAY OF WK SATURDAY ______________________________________ Movements by: Primary Total Turning Vol ones for the Period: 12:30 PM - 01:30 PM MANOR LANE 22 0 I16 38 J '~>% %'$ RT 25-MAIN STREET 16 863 879 of 0 RT 25-MAIN STREET ';fin:`;; r 27 6618 641 L 0 0 ~ 0 ~ 0 NE DUNN ENGINEERING ASSOCIATES PAGE: 1 FILE: INlT6AM DATE: T/25/98 __________________ ________ 9 ~e~ GUNN ENGINEERING ASSOCIATES Site Code 94036 N-S Street: MANOR LANE E-W Street: RT 25•NAIN STREET DAY OF WK SATURDAY Lime From North 3egin RT THRU LT 11:00 AM 7 0 3 1:15 3 0 3 17:30 2 0 2 '1:45 0 0 0 R TOTAL 12 0 8 12:00 PM 3 0 4 2:15 3 0 3 ?:30 < 0 2 12:45 8 0 6 -_T TOTAL 18 0 15 7:00 PM 6 0 4 1:15 4 0 4 :30 3 0 3 :45 2 D 2 NR TOTAL 15 0 13 :00 PM 0 0 6 2:15 4 0 2 2:30 4 0 2 :45 7 0 4 ,... TOTAL 15 0 14 :00 PM 6 0 3 ;75 7 0 3 3:30 8 0 3 3:45 8 0 2 F TOTAL 29 0 17 DAY TOTAL 89 0 61 PAGE: ~ FILE: INT6AM Movements by: Primary DATE: 7/25/98 F ran East From Sou th F rom West Vehicle RT TNRU LT RT THRU LT RT TNRU LT Total 4 130 0 0 0 0 0 75 3 222 4 158 0 0 0 0 0 78 3 249 12 170 0 0 0 0 0 83 0 269 8 136 0 0 0 0 0 94 2 240 26 594 0 0 0 0 0 330 8 9810 8 761 0 0 0 0 0 158 2 336 16 171 0 0 0 0 0 762 2 35T 4 172 0 0 0 0 0 272 4 396 12 139 0 0 0 0 0 251 6 422 40 643 0 0 0 0 0 783 14 7573 3 t59 D 0 0 0 0 213 4 389 8 171 0 0 0 0 0 187 2 376 8 172 0 0 0 0 0 187 2 369 2 170 0 0 0 0 0 794 2 372 21 672 0 0 0 0 0 775 10 1506 4 152 0 0 0 0 0 201 1 364 6 153 0 0 0 0 0 189 4 358 4 777 0 0 0 0 0 189 2 372 74 179 0 0 0 0 0 787 8 399 28 655 0 0 0 0 0 766 15 7493 ~ B t7z o 0 0 0 o tao z 37t 3 162 D 0 0 0 0 775 17 367 2 142 0 0 0 0 0 187 10 352 4 141 0 0 0 0 0 772 0 327 17 617 0 0 0 0 0 714 23 1477 734 31St 0 0 0 0 0 3368 70 6903 188 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 2 4-S Street: MANOR LANE FILE: INT6AM -N Street: RT 25-MA IN. STREET uAY OF NK SATURDAY Movements by: Primary DATE: 7/25/98 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAK HR ........ VOLUMES .. ...... .... PERCENTS ... FRON PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 2:45 PM 0.93 28 0 13 41 68 0 32 East 2:30 PM 0.92 29 666 0 713 4 96 0 South 2:30 PM 0.00 0 0 0 0 0 0 0 Nest 12:30 PM 0.86 0 863 16 879 0 98 2 Entire Intersection North 12:30 PM 0.68 22 0 16 38 58 0 42 East 0.93 27 641 0 668 4 % 0 South 0.00 0 0 0 0 0 0 0 Nest 0.86 0 863 t6 879 0 98 2 ~8J Site Code 94036 '1-S Street: BAY AVENUE '.-W Street: RT 25-MAIN STREET DAY OF WK TUESDAY DUNN ENGINEERING ASSOCIATES Movements try: Primary Total Turning Vol ones for the Period: 08: T5 AM - 9:75 AM RT 25-MAIN STREET BAY AVENUE 0 0 0 0 J o 428 435 ,J r 0 5810 553 L 27 RT 25-MAIN STREET 82 13 ~ 0 ~ 69 UE N W-}-E S PAGE: 1 FILE: IN TEAM DATE: 7/21/98 ______________ ________ 190 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 7 N-S Street: 8AY AVENUE FILE: INT6AM -W Street: RT 25-MAIN STREET vAY OF WK TUESDAY Movements by: Primary - DATE: T/21/98 F am North F rom East Fr om Sou th F rom West Vehis(e ime r i RT THRU LT RT TNRU LT RT THRU LT RT THRU LT Tota l eg n 5:30 0 0 0 0 92 1 3 0 1 0 66 0 163 5:45 0 0 0 0 97 2 4 0 1 0 77 0 181 HR TOTAL 0 0 0 0 189 3 7 0 2 0 143 0 344 ':00 AM 0 0 0 0 94 1 7 0 6 1 74 0 183 ,~; 75 0 0 D 0 81 4 4 0 4 2 59 0 154 7;30 0 0 0 0 % 3 2 0 3 3 85 0 192 ':45 0 0 0 0 109 2 12 0 3 3 100 0 229 TOTAL 0 0 0 0 380 10 25 0 16 9 318 0 758 ':00 AM 0 0 0 0 156 6 8 0 5 6 90 0 271 ~. :15 0 0 0 D 132 7 10 0 4 3 100 0 256 u:30 0 0 0 0 147 5 23 0 5 1 107 0 288 8:45 0 0 0 0 134 5 25 0 3 2 108 0 277 ! 70TAL 0 0 0 0 569 23 66 0 17 12 405 0 1092 9:00 AM 0 0 D 0 140 10 11 0 1 1 113 0 276 °.15 0 0 0 0 111 7 12 0 6 6 90 0 232 D TOTAL 0 0 0 0 1389 53 121 0 42 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AN - 9:30 AM 28 1069 0 2702 DIRECTION START PEAK HR .......- VOLUMES ......-- --.. PERCENTS ... FROM PEAK NWR FACTOR Right ihru Left Total Right Thru Left North 12:00 AM 0.00 0 0 0 0 0 0 D East 8:00 AM 0.91 0 569 23 592 0 % 4 South 8:30 AM 0.77 71 0 15 86 83 0 17 West 8:15 AN 0.95 7 428 0 435 2 98 0 Entire I ntersection North 8:15 AM 0.00 0 0 0 0 0 0 0 East 0.95 0 553 27 580 0 95 5 South 0.73 69 0 13 82 84 0 16 West 0.95 7 428 0 435 2 98 D ~gi DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 '!-S Street: BAY AVENUE FILE: INT6AN :-W Street: RT 25-MA IN STREET DAY OF UK TUESDAY Movements by: Primary DATE: 7/21/98 Total Turning Vol ones for the Period: 4:15 PN - 5:15 PM BAY AVENUE 3 0 0 0 0 J ,.;t.~. '~~'"`'"' RT 25-MAIN STREET `f> o 671 706 35 J r 1 0 74 5 683 L 62 ~t:t RT 25-MAIN STREET ><<>.'~"s .r%f `r. 108 40 0 68 UE i~2 .;i to Code 94036 N-S Street: BAY AVENUE -W Street: RT 25-NAIN STREET AY OF WK TUESDAY DUNK ENGINEERING ASSOCIATES 'tine Fran North :gin RT THRU LT 3:30 0 0 0 .:45 0 0 0 ...: TOTAL 0 0 0 :00 PM 0 0 0 :15 0 0 0 4:30 0 0 0 ':45 0 0 0 I TOTAL 0 0 0 5:00 PM 0 0 0 15 0 0 0 30 0 0 0 5:45 0 0 0 H- TOTAL D 0 0 6:00 PM 0 0 0 6:15 0 0 0 PAGE: 1 FILE: INTbAN Movements by: Primary DATE: 7/21/98 F rom East From South F rain West Vehicle RT THRU LT RT THRU LT RT TNRU LT total 0 155 7 10 0 8 3 132 0 315 0 147 5 20 1 8 4 132 0 31T 0 302 12 30 1 16 7 264 0 632 0 155 13 23 1 7 9 152 0 360 0 208 17 15 0 8 6 161 0 415 0 151 18 16 0 5 12 170 0 372 0 162 13 17 0 15 9 172 0 388 0 676 bt 71 1 35 36 655 0 1535 0 162 14 20 0 12 8 168 0 384 0 150 16 21 0 16 7 158 0 368 0 146 13 20 0 10 6 159 0 354 0 132 70 17 0 3 6 741 0. 309 0 590 53 78 0 61 27 626 0 1415 0 128 7 12 0 9 7 126 0 289 D 119 9 10 0 7 5 122 0 272 D! TOTAL 0 0 0 0 1815 142 201 2 108 PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:30 PN DIRECTION START PEAK HR ....-..- VOLUMES .. .-..-. FROM PEAK HOUR FACTOR Right Thru Left Total NortA 12:00 AM 0.00 0 0 0 0 East 4:15 PN 0.83 0 683 62 745 South 4:45 PM 0.89 78 0 53 131 West 4:15 PM 0.97 35 671 0 706 Entire I ntersection North 4:15 PM 0.00 0 0 0 0 East 0.83 0 683 62 745 South 0.84 68 0 40 108 West 0-97 35 671 0 706 82 1793 0 4143 .--. PERCENTS .-. Right Thru Left 0 0 0 0 92 8 60 0 40 5 95 0 0 0 0 0 92 8 63 0 37 5 95 0 193 Site Code 94036 -S Street: 8AY AVENUE -W Street: RT 25-MAIN STREET DAY OF WK SATURDAY DUNN ENGINEERING ASSOCIATES PAGE: 1 FILE: IN:T6AM Movements by: Primary DATE: &/01/98 Total Turning Volumes for the Period: 12:30 PM - 01:30 PM BAY AVENUE £~":'~ RT 25-MAIN STREET 0 0 0 0 J r 0 7410 662 L 78 RT 25-MAIN STREET 171 47 ~ 0 ~ 124 UE »n DUNN ENGINEERING ASSOCIATES Site Code N-S Street: 94036 BAY AVENUE PAGE: 1 F[LE: INTbAM :-N Street: SAY OF NK RT 25-MAIN SATURDAY STREET Movements by: Primary DATE: 8/01/98 ime e9in F RT rom Nor THRU th LT F RT rom Eas THRU t LT From South RT THRU LT F RT rom West THRU LT Vehiele Total '1:00 AM 1:15 11:30 11:45 2 TOTAL 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 138 152 178 148 616 21 24 26 25 96 28 31 32 30 121 0 0 0 D 0 10 11 14 9 44 12 10 13 9 44 71 77 81 89 318 0 0 0 0 0 280 305 344 310 1239 12:00 PM !: 15 !:30 12:45 "9 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 157 172 174 146 649 23 29 17 18 87 37 34 32 37 140 0 0 0 0 0 12 9 5 10 36 10 13 13 10 46 162 198 205 227 792 0 0 0 0 0 401 455 446 448 1750 7:00 PM 1:15 :30 :45 HR TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 153 189 149 162 653 21 22 14 10 67 33 22 21 31 107 0 0 0 0 0 11 21 9 8 49 12 14 10 8 44 214 197 181 194 786 0 0 0 0 0 444 465 384 613 1706 :00 PM Z: 15 2:30 :45 ! TOTAL 0 0 0 0 0 0 0 0 0 0 D 0 D 0 0 0 0 0 0 0 132 156 163 184 635 17 34 31 42 124 37 28 21 29 115 D 0 0 0 0 11 7 4 8 30 5 10 13 9 37 197 198 194 191 780 0 0 0 0 0 399 433 426 463 ,,,i 1721 -;00 PM ;15 3:30 3:45 F TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 181 168 159 152 660 39 34 29 32 134 32 27 20 23 102 0 0 0 0 0 9 6 5 7 27 7 12 9 t1 39 186 180 192 178 736 D 0 0 0 0 454 - 427 414 403 1698 DAY TOTAL 0 D 0 0 3213 508 585 0 186 210 3412 0 8114 195 Site Code 94036 ~!-5 Street: BAY AVENUE :-W Street: RT 25-PN IN STREET DAY OF WK SATURDAY DUNN ENGINEERING ASSOCIATES PAGE: 2 FILE: INTbAM Movements by: Primary DATE: 8/01/96 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AN - 4:00 PN DIRECTION START PEAK NR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK NOUR FACTOR Right Thru Left Total Right Thru Left North 12:00 AN 0.00 0 0 0 0 0 0 0 East 2:30 PN 0.93 D 696 146 842 0 83 17 South 11:30 AN 0.90 133 0 44 177 75 0 25 West 12:15 PM 0.94 48 844 0 892 5 95 0 Entire I ntersection North 12:30 PN 0.00 0 0 0 0 0 0 0 East 0.86 0 662 78 740 0 89 11 South 0.91 124 0 47 171 73 0 27 West 0.94 49 843 0 892 5 95 0 1~6 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-5 Street: NEW SUFFOLK AVENUE FILE: None E-W Street: RT 2S DAY OF WK WEDNESDAY Movements by: Primary DATE: '1/21/98 Total Turning Volumes for the Period: 7:45 AM - 8:45 AM NEW SUFFOLK AVENUE 0 0 0 0 J o 414 453 39 J 2s RT 25 r 0 4714 449 L 91 76 ~ 0 ~ 15 OLK AVENUE X97 DUNK ENGINEERING ASSOCIATES Site Code 94036 PAGR: 1 N-S Street : NEW SUFPOLK AVENUE FILE: None E-W Street : RT 25 DAY OF WK WEDNESDAY Movements by: Primary DATE: 7/21/98 Time F rom North From East From Sou th F rom Wes[ Vel-)icle Begin RT THRV LT RT THRV LT RT THAD LT RT THRV LT Total 6:30 0 0 0 0 EE 6 2 0 5 5 115 0 221 6:95 D 0 0 0 90 1 1 0 11 11 99 0 213 HR TOTAL 0 0 0 0 178 7 3 0 16 16 214 0 439 7:00 AM 0 0 0 0 120 0 3 0 23 B 86 0 240 7:15 0 0 0 0 68 1 1 0 20 4 100 0 194 7;30 0 0 0 0 97 3 1 0 9 13 83 0 206 7:95 D 0 0 0 112 11 2 0 14 12 98 0 2 49 HR TOTAL 0 D 0 0 397 15 7 0 66 37 367 0 889 8:00 AM 0 0 0 0 111 3 6 0 12 7 91 0 230 8:15 0 0 0 0 109 9 3 0 29 6 117 0 264 8:30 0 0 0 0 117 7 4 0 21 14 112 0 275 8:45 0 0 0 0 84 5 E 0 19 1B 78 0 212 HR TOTAL 0 0 0 0 421 19 21 0 81 45 394 0 981 9:00 AM 0 0 0 0 108 3 4 0 17 17 88 0 237 9:15 0 0 0 0 107 9 6 0 18 16 90 0 243 )AY TOTAL 0 0 0 0 3211 48 41 0 19B 131 1193 0 2']82 PEAK PERIOD ANALYSIS FOR THE PERIOD : 6: 30 AM - 9 :30 AM DIRECTION START PEAK HR ...... .. VOLUMES ... ..... .... PERCENTS ... FROM PEAK HOVR FACTOR Right 1'hru Left Total Right Thru Left North 12:00 AN 0.00 0 0 0 0 0 0 0 East 7:49 AM 0.96 0 499 25 474 0 95 5 South 8:15 AM D.B2 19 0 86 105 18 0 82 West 7:95 AM 0.90 39 414 0 953 9 91 0 Entire Intersection North 7:a9 AM 0.00 0 0 0 0 0 0 0 East 0.96 0 449 25 474 0 95 5 Soutk 0.71 15 0 76 91 16 0 84 West 0.90 39 414 0 453 9 91 0 198 DUNK ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street: NEW SUFFOLK AVENUE FILE: None E-W Street: RT 25 DAY OF WK WEDNESDAY MOVemen[s by: Primary - OAT&: x/21/98 Total Turning Volumes for the Period: 3:30 PM - 4:30 PM NEW SUFFOLK AVENUE 0 0 0 0 J o 586 705 119 49 0 659 610 L 124 95 0 29 OLK AVENUE X99 DUNN ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street: NEW SUFFOLK AVENUE FILE: None E-W Street: RT 25 DAY OF WK WEDNESDAY Movements by: Primary DATE: ]/21/98 Time From North From Eas[ From South Fzom West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRV LT Total 3:30 0 D 0 0 169 30 8 0 25 29 15] 0 ;93 3:45 0 0 0 0 141 18 8 0 15 3] 146 0 365 HR TOTAL 0 0 0 0 305 28 16 0 40 66 303 0 ]58 4:00 PM 0 0 0 0 19] 15 9 0 21 35 152 0 379 4:15 0 0 0 0 198 6 4 0 34 18 131 0 351 4:30 0 0 0 0 153 11 11 0 2B 22 139 0 364 9:45 0 0 D 0 12B 11 ] 0 33 23 14 0 216 HR TOTAL D 0 0 0 586 43 31 0 116 98 436 0 1310 5:00 PM 0 0 0 0 154 B 11 0 23 15 144 0 3g6 ~~ 5:15 0 0 0 0 191 11 30 0 16 29 132 0 349 5:30 0 0 0 0 128 6 12 0 23 22 134 0 325 5:95 0 D 0 0 132 12 7 0 33 21 120 0 ]16 iR TOTAL 0 D 0 0 555 J] 40 0 95 e] 530 D 1349 6:00 PM 0 0 0 0 129 ] 13 0 19 16 13] 0 306 6:15 0 D 0 0 112 6 ] 0 14 1] I18 0 27•y __________________________________________________________________________________________________________________________________ AY TOTAL 0 0 0 0 1682 121 10] 0 2B4 284 1514 O 3992 ~~'u PEAK PERIOD ANALYSIS FOR THB PERIOD: 3:3D PM - 6:30 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOVR FACTOR Right Thzu Left Total Right Thru Left _______________________________________________________________________________________________ North 12:00 AM D.00 O 0 0 0 0 0 0 Eaet 3:30 PM 0.95 0 610 49 659 0 93 ] South 4:15 PM 0.94 33 0 11B 151 22 0 ]8 Wes[ 3:30 PM 0.94 119 686 0 ]09 1] B3 0 En[ize Intersection North 3:30 PM 0.00 D 0 0 0 0 0 0 East 0.95 0 610 49 659 0 93 ] South O.B2 29 0 95 124 23 D ]] Wes[ 0.94 119 586 0 ]06 I] 83 0 200 Site Code 99436 N-S Street: NEW SUFFOLK AVENUE E-W Street: RT 25 OAY OF WK SATURDAY DUNN ENGINEERING ASSOCIATES PAGE: 1 FILE: None Movements by: Primary DATE: B/O1/98 Total Turning Volumes Eor the Period: 11:45 AM - 13:45 PM of 0 o 632 764 132 J O 731 664 L 67 210 122 0 88 OLK AVENUE zoi DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: NEW SUFFOLK AVENUE FILE: NORe E-W StreeC: RT 25 DAY OF WK SATORDAY Mo vements by: Primary DATE: 8/01/98 Time Fr om North From East From Sou th From Wes t Vel'iicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 11:00 AM 0 0 0 0 143 12 13 0 22 26 126 0 342 11:15 0 0 0 0 156 16 16 0 22 32 112 0 35q 11:30 0 0 0 0 1]4 18 20 0 23 28 111 0 374 11:45 0 0 0 0 165 24 17 0 30 25 127 0 388 HR TOTAL 0 0 0 0 638 70 66 0 9] 111 476 0 1458 12:00 PM 0 0 0 0 169 20 22 0 28 33 156 0 428 12:15 0 0 0 0 172 10 25 0 34 40 188 0 469 12:30 0 0 0 0 158 13 24 0 3D 34 161 0 4~D 12:45 0 0 0 0 155 7 19 D 27 29 355 0 387 HR TOTAL 0 0 0 0 659 50 90 0 119 131 660 0 1709 1:00 PM 0 0 0 0 171 11 12 0 32 27 166 0 q19 1:15 0 0 0 0 168 9 ] 0 29 31 178 0 922 1:30 0 0 0 0 163 30 B 0 31 33 1]4 0 419 1:45 0 0 0 0 171 11 13 D 26 30 167 0 418 HR TOTAL 0 0 0 0 673 41 90 0 118 121 685 0 16]8 2:00 PM 0 0 0 0 179 8 - 11 0 26 28 158 0 410 2:15 0 0 0 0 180 12 14 0 31 24 149 0 410 2;30 0 O 0 0 166 16 9 0 20 27 174 D 412 2;45 0 0 0 0 171 13 30 0 18 30 170 0 912 -. eiiw R TOTAL 0 0 0 0 696 49 44 0 95 109 651 0 1644 3:00 PM 0 0 0 0 172 17 9 0 19 34 166 0 41] 3:15 O 0 0 0 164 21 8 0 23 26 1]2 0 419 3:30 0 0 0 0 167 13 8 D 17 2B 158 0 391 3:45 0 0 0 0 159 15 31 0 16 23 167 0 391 R TOTAL 0 0 0 0 662 66 36 0 75 111 663 0 1633 DAY TOTAL 0 0 0 0 3323 276 276 0 504 583 J135 0 8097 202 OVNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 2 N-S Street: NEW SVFFOLK AVENDE FILE: None E-W Street: RT 25 DAY OF WK SATURDAY Movements Cy: Primary DATE: 8/01/98 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAK HR ........ VOLUMES .. .... .. .... PERCENTS ... FROM PEAK HOUR FACTOR ____ Right Thru Left ______________________ Total _______________ Right ______ Thru _______ Left ___________ North ______________ 12:00 AM ___________ 0.00 0 0 0 0 0 0 _____ 0 East 11:30 AM 0.98 0 680 72 752 0 90 10 South 13:45 AM 0.89 Be 0 122 210 42 0 SB Nest 1:00 PM 0.96 121 685 0 BO6 15 BS 0 Entire Intersection North 11:45 AM 0.00 0 0 0 0 0 0 0 fiast 0.9Y 0 669 60 731 O 93 9 South O.B9 BB O 122 210 92 0 SB West O.B9 1]2 632 0 764 17 83 0 203 DUNN ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street: WICKHAM AVENUE FILE: None E-W Street: AT 25 DAY OF WK THURSDAY Movements by: Primary DATE: 7/16/98 Total Turning Volumes for the Period: 8:15 AM - 9:15 AM WICKHAM AVENUE 100 0 30 130 71 303 374 o~ r 33 5213 490 Lo ~ ° -~ 0 0 AVENUE 0 204 DVNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street : WICKHAM AVENUE FILE: None E-W Street: RT 25 DAY OF WK THURSDAY Movements by: Primary DATE: ]/16/98 Time From North F rom East From Sou th F rom West Vehicle i RT THRD LT AT TNRU LT RT THRU LT RT THRU LT Total n Beg 6:30 11 0 3 0 64 0 0 0 0 0 43 16 137 6:95 8 0 1 2 ]0 0 0 0 0 0 44 15 2.40 HR TOTAL 19 0 4 2 134 0 0 0 0 0 B7 31 277 7:00 AM 21 0 1 5 61 0 0 0 0 0 50 15 161 7:15 17 0 2 1 92 0 0 0 D 0 64 15 191 7:30 14 0 2 5 91 0 0 0 0 0 65 20 197 7:45 20 0 3 4 84 0 0 0 0 D 96 17 224 HR TOTAL 72 0 8 15 328 0 D 0 0 0 203 6] ]73 8:00 AM 24 0 3 6 106 0 O 0 0 0 74 25 238 8:15 31 0 ] ] 130 0 0 0 0 0 71 21 275 8:30 25 0 8 4 116 0 0 0 0 0 64 18 235 8:45 22 0 6 13 114 0 0 0 0 0 87 12 254 HR TOTAL 102 0 24 30 474 0 0 0 0 0 296 76 1002 9:00 AM 22 0 9 9 122 0 0 0 0 0 81 20 263 9:15 24 0 5 8 127 0 0 0 0 0 85 19 268 )AY TOTAL 239 0 50 64 1185 D O 0 0 0~ 832 213 2583 +:Aac PEAR PERIOD ANALYSIS FOR THS PERIOD: 6: 30 AM - 9: 30 AN DIRECfI ON START PEAK HR .. ..... . VOLUMES ... ..... .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left Nozth 8:15 AM O.B6 100 0 30 130 ]] 0 23 East 8:15 AM 0.90 33 490 0 527 6 94 0 so~cn e:ls AM o.o0 0 0 0 0 0 0 0 West ]:30 AM 0.86 D 306 83 3B9 0 ]9 21 Entire In tersec tion North 8:15 AM 0.86 100 0 30 130 ]] 0 23 East 0.90 33 490 0 523 6 99 0 South 0.00 0 0 0 0 D 0 0 Wes[ 0.93 0 303 71 374 0 el 19 205 Site Code 94036 N-S Street: WICKHAM AVENGE E-W Street: RT 25 DAY OF WK MONDAY DNNN ENGINEERING ASSOCIATES PAGE: 1 FILE: None Movements by: Pzimary DATE: 7/20/98 Total Turning Volumes for the Period: 4:30 PM - 5:30 PM WICKHAM AVENUE 139 0 23 162 RT 25 152 519 671 0 r 38 563 515 Lo 0 O I O I 0 AVENUE 206 DUNK ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street : WICKHAM AVENUE FILE: None E-W Street : RT 25 DAY OF WK MONDAY Movements by: Primary DATE: 7/20/98 Time From North From East From Sou th From WesC Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 3:30 35 0 7 4 125 0 0 0 0 0 111 24 306 3:45 23 0 8 5 117 0 0 0 0 0 106 31 290 NA TOTAL 58 0 15 9 242 0 0 0 0 0 217 55 596 4:00 PM 20 0 10 11 126 0 0 0 0 0 98 23 2B8 4:15 28 0 6 5 195 0 0 0 0 0 117 24 325 4:30 39 0 B 10 13B 0 0 0 0 0 129 39 358 9:45 2B 0 4 9 132 0 0 0 0 0 134 37 34q HR TOTAL 115 0 28 35 541 0 0 0 0 0 478 118 1315 5:00 PM 36 0 9 9 129 0 0 0 0 0 136 3B 35; 5:15 36 0 2 14 116 0 0 0 0 D 120 43 331 5:30 3g 0 6 7 129 0 0 0 0 0 115 37 324 5:45 40 0 8 9 132 0 0 0 0 0 106 24 ;yg iR TOTAL 197 0 25 35 501 0 0 0 0 0 477 142 1327 6:00 PM 22 0 B 5 97 0 0 0 0 0 112 30 274 6:19 25 0 7 7 93 0 0 0 D 0 9B 38 258 'SAY TOTAL 367 0 83 91 1479 O 0 0 0 0 1382 373 3770 :~W PEAK PERIOD ANALYS IS FOR TH6 PERIOD : 3: 30 PM - 6:3D PM DIA£CfION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAR HOUR FACTOR Right Thrv Left Total Right Thrv Le £G North 5:00 PM 0.90 147 0 25 173 BS 0 15 East 4:00 PM 0.96 35 591 0 576 6 94 0 South 9:00 PM 0.00 0 0 D 0 0 0 0 West 9:30 PM 0.96 0 519 152 671 0 77 23 Entire Intersec tion North 4:30 PM 0.86 139 0 23 162 B6 0 14 East 0.93 38 519 0 553 7 93 0 South 0.00 0 0 0 0 0 0 0 West 0.96 0 519 152 671 0 77 23 207 DUNN ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street: WICKNAM AVENGE FILE: None E-W Street: RT 25 DAY OF WK SATURDAY Movements by: PYimary DATE: E/O1/98 Total Turning Volumes for [he Period: 12:00 PM - 1:00 PM WICKHAM AVENUE 152 0 55 207 123 679 802 o 0 r 47 5913 546 L ~- ° -~ o f o f o AVENUE 2oa DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-B Street: WZCKRAM AVENUE FILE: None E-W Street: RT 26 DAY OF WK SATURDAY Movements by: Primary DATE: g/O1/98 Time Ftom North From EdS t From Sou th From West Vehicle Begin RT THAU LT RT TNRU LT RT THRU LT RT THRU LT Total ____________ ____________ ______ _________ _________ ________ ____ Hreak _______ ______ __________ __ _______ ______ _______ _______________ 11:30 46 0 21 9 161 0 0 0 0 0 g9 28 3 54 11:45 35 0 14 9 146 0 0 0 D 0 69 36 309 RR TOTAL 81 0 35 18 307 0 0 0 0 0 158 64 663 12:00 PM 46 0 20 20 139 0 0 0 0 0 136 39 399 12:15 37 0 9 H 160 0 0 0 0 0 162 35 411 12:30 31 0 5 9 130 0 0 D 0 0 192 26 393 12:45 39 0 21 10 117 0 0 0 0 0 189 23 399 RR TOTAL 152 0 55 47 546 0 0 0 0 0 679 123 1602 1:00 PM 38 0 9 9 143 0 0 0 0 0 171 24 394 1:15 31 0 15 8 147 0 0 0 0 0 161 22 364 1:30 19 0 S e 111 0 0 0 O 0 150 19 312 1:95 16 0 12 3 153 0 0 0 0 0 155 18 357 YR TOTAL 104 0 91 28 559 O 0 D 0 0 637 H3 144') 2:00 PM 2g 0 6 3 105 0 0 0 0 0 180 30 352 2:15 24. 0 5 6 197 0 0 0 0 0 158 24 419 2:30 26 0 9 5 159 0 0 0 0 0 165 28 387 2:45 22 0 30 4 159 0 0 0 O 0 170 13 373 HR TOTAL 100 0 25 18 615 0 0 0 0 O 673 95 1526 3:00 PM 23 0 9 10 130 0 0 0 D 0 154 28 359 3:15 2B 0 5 30 136 0 D 0 0 0 196 28 353 1:30 32 0 6 S 162 0 0 D 0 0 131 26 361 1:45 26 0 2 3 165 0 0 0 0 0 139 25 359 i TOTAL 108 0 22 27 593 D 0 0 0 D 570 107 142') -AY TOTAL 545 0 178 138 2615 0 0 0 0 0 2717 472 6665 209 DVNN ENGINEERING ASSOCIATES Site Code 94036 PAGE= 2 N-S Street: WICKHAM AVENUE FILE: None E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary DATE= B/O1/9B PEAK PERIOD ANALYSIS FOA THS PERIOD: 11:00 AM - 9:00 PM DIRECTION START PEAK HR ..... ... VOLVMES . ....... .... PERCENTS ... FROM PE AK HOUR FACTOR Right Thru Left Total Aight Thru Left Noz[h 11 :30 AM 0.85 163 0 69 227 72 0 2E East 2 :15 PM 0.E2 25 690 0 665 4 96 0 South 2: 15 PM D.00 0 0 0 0 0 0 0 bleat 12: 15 PM 0.99 0 714 lOB B22 0 e7 13 Entire I nteraec[ion Nozth 12: 00 PM 0.E0 152 0 55 207 73 0 27 East O.Be 97 546 0 593 8 92 0 soecn o.o0 0 0 0 0 0 0 0 bleat 0.92 0 679 123 802 0 ES 15 210 DUNN ENGINEERING ASSOCIATES Site Code 990]6 PAGE: 1 N-S Stzeet: MILL LANE FILE: INTI2AM E-W Stzeet: RT 25 DAY OF WK WEDNEEDAY Movements by: Pzimazy DATE: ]/22/9'. Total Turning Volumes for the Period: 8:30 AM - 9:30 AM MILL LANE 10 0 10 20 J 12 360 372 0 0 r 5 4118 413 L 0 0 0 0 E ,~~..~ 2~i DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: MILL LANE FILE: INTI2AM E-W Street: RT 25 DAY OF WK WEDNESDAY Movements by: Primary DATE: ]/22/91 Time From North From East From South From West Vehicle Hegin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ________ 108______ 6:30 0 0 I 0 65 0 0 0 0 0 40 2 6:45 0 0 3 2 69 0 0 0 0 0 3B 0 112 HR TOTAL 0 0 4 2 134 0 0 0 0 0 ]8 2 220 ]: 00 AM 2 0 2 1 ]4 0 0 0 0 0 66 1 146 ]:15 0 0 2 0 ]0 D 0 0 0 0 48 0 120 ]:30 2 0 0 3 ]9 0 O 0 0 0 6] 3 154 ]:45 2 0 0 1 90 0 0 0 0 0 BO 9 1]] NR TOTAL 6 0 4 5 313 0 0 0 0 0 261 S 59] B: 00 AM 1 0 6 2 83 0 0 0 0 0 51 1 194 8:15 3 0 4 3 ]9 0 0 0 0 0 ]5 2 166 8:30 5 0 1 I 110 0 0 0 0 0 BB 2 20] 8:45 3 0 2 3 100 D 0 0 0 0 83 3 lg4 HR TOTAL 12 D 13 9 3]2 0 0 D 0 D 29] 8 711 9:00 AM 2 0 3 1 108 0 0 0 0 0 91 q 209 9:15 0 0 9 D 95 0 O 0 0 0 98 3 200 JAY TOTAL 20 0 28 1] 1032 0 0 0 0 0 825 25 1937 PEAK PBRIOD ANALYSIS POR THE PERIOD: 6:30 AM - 9:30 AM DIRECTION START PEAK NR ........ VOLUMES ........ .... PERCENTS ... PROM PEAK HOUR FACTOR Right Thrv Le Et Total Right Thru Left _______________________________________________________________________________________________ North 8:00 AM 0.89 12 0 13 25 98 0 52 East 8:30 AM 0.94 5 913 0 4L8 1 99 0 Sou[h 8:30 AM 0.00 0 0 0 0 0 0 0 West 8:30 AM 0.92 0 360 12 372 0 9] 3 Eniire Intersection Nozth 8:30 AM O.B3 10 0 10 20 50 0 50 East 0.99 5 413 0 41B 1 99 0 South 0.00 0 0 0 0 0 0 0 West 0.92 0 360 12 372 0 9] 3 ?_i2 Site Code 94036 N-S Stree [: MILL LANE E-W Street: AT 25 DAY OF WK WEDNESDAY DVNN ENGINEERING ASSOCIATES PAGE: 1 FILE: INTI2PM MOVements by: Primd Yy DATE: '1/22/9; Total Turning Volumes for the Period: 05:00 PM - 06:00 PM MILL LANE 13 0 7 20 8~ 504 512 0 J 0 RT 25 5 533 528 L 0 0 0 0 E 2~3 DVNN ENGINEERING ASSOCIATES Site Cotle 94036 PAGE: 1 N-S Street: MILL LANE FILE: INTI2 PM E-W Street: RT 25 DAY OF WK WEDNESDAY Movements by: Primary DATE: 7/22/9! ________________________________________________________________________________________________________________________________ Time From North FYOm Ea5[ From South FIOm Weal Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 3:30 3 0 5 2 147 0 0 0 0 0 99 2 2;Sg 3:45 3 0 4 2 11g 0 0 0 0 0 111 2 i!4p HR TOTAL 6 0 9 9 265 0 0 0 0 0 210 4 49g 4:00 PM 1 0 2 0 113 0 0 0 0 0 104 2 222 4:15 2 0 1 1 139 0 0 D 0 0 129 9 275 4:30 2 D 3 2 103 0 0 0 0 0 117 3 230 4:45 4 0 2 4 109 0 0 0 D 0 122 1 292 HR TOTAL 9 0 B 7 964 0 0 0 0 0 472 30 g70 5:00 PM 3 0 4 2 129 0 0 0 0 0 131 2 266 5:15 3 0 2 2 132 0 0 0 0 0 13g 3 2B0 5:30 9 0 0 0 143 0 0 0 D O 111 2 259 5:95 3 0 1 1 130 O p 0 0 0 124 1 260 HR TOTAL 13 0 7 5 528 0 0 O 0 0 504 8 1065 6:00 PM 1 0 3 4 128 0 0 0 0 0 118 3 257 6:15 0 0 4 3 149 0 0 0 0 0 127 2 2g5 JAY TOTAL 29 0 31 23 3534 0 0 0 0 0 1431 27 3075 ~.,gyyTy PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:30 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 4:30 PM O.g2 12 0 11 23 52 0 4B East 5:30 PM 0.92 B 549 0 557 1 99 0 South 5:30 PM 0.00 0 0 0 0 0 0 0 Wes[ 9:30 PM D.92 0 508 9 517 0 98 2 Entire Intersection NoY[h 5:00 PM 0.71 13 0 7 20 65 0 35 Eas[ 0.99 5 528 0 533 1 99 0 South 0.00 0 0 0 0 0 0 0 West 0.91 0 509 B 512 D 98 2 214 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Stiee[: MILL LANE FILE: None E-W Street: RT 25 DAY OF WH SATURDAY Movements by: Primary DATE: 7/25/4 Total Turning Volumes for the Period: 12:30 PM - 1:30 PM MILL LANE 9 0 6 15 4 863 867 o~ r 11 6512 641 Lo ~ ° -~ 0 0 0 E RT 25 zis DVNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: MILL LANE FILE: None E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Ptimaty DATE: 7/25/9: Time From North From Eas t From Sou th Ftom WeSC Vehicle Begin AT THRU LT RT THRV LT AT THRU LT RT THAU LT Total 11:00 AM 2 0 3 2 130 0 D 0 0 0 75 0 212 11:15 0 0 3 2 158 0 0 0 0 0 78 0 241 11:30 2 0 0 0 170 0 0 0 0 0 83 0 255 11:45 0 0 0 0 135 0 D 0 0 0 99 0 229 HR TOTAL 4 0 6 4 593 0 0 0 0 0 330 0 937 12:00 PM 3 0 4 2 161 0 0 0 0 0 158 2 330 12:15 3 0 3 2 171 0 D 0 0 0 162 2 ; 9; 12:30 4 0 2 4 172 0 0 0 0 0 212 1 395 12:45 3 0 0 0 139 0 0 0 D 0 251 0 3 93 HR TOTAL 13 D 9 B 693 0 0 0 0 0 783 s 1461 1:00 PM 3 0 4 ] 159 0 0 0 0 0 213 2 ;g; 1:15 0 0 D 9 171 0 0 0 0 0 187 1 363 1:30 1 0 0 3 172 0 0 0 0 0 181 0 357 1:45 0 0 0 0 170 0 0 0 D 0 194 0 364 HR TOTAL 3 0 4 30 672 0 D 0 0 0 775 3 146'/ 2:00 PM 0 0 I 2 162 0 0 D 0 0 201 1 ;S7 2:15 2 0 6 1 153 0 0 0 D 0 189 1 352 2:30 4 0 2 1 171 0 0 0 0 0 189 2 369 2:45 D 0 2 I 179 0 0 0 D p 187 2 371 ,q„_ iA TOTAL 6 0 11 5 659 0 0 D p 0 766 6 1449 3:00 PM 2 0 4 0 172 0 0 D 0 0 180 2 360 3:15 6 0 3 1 162 0 0 0 0 0 175 1 348 3:30 2 0 3 3 192 0 0 0 0 0 187 0 ;;7 3:45 2 0 D 0 141 0 0 0 0 0 172 0 315 !R TOTAL 12 0 10 4 617 0 0 0 0 0 714 3 1360 DAY TOTAL 38 0 40 31 3180 0 0 0 0 p 3368 17 6674 216 DVNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 2 N-S Street: MILL LANE FILE: None E-W Street: RT 25 OAY OF WK SATURDAY Movements by: Primary DATE: 7/25/g~ PEA K PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAL( HR ........ VOLVMES .. . .. ... .... PERCENTS ... PROM PEAK HOVR FACTOR Right Thru Left Total Right Thzu Left North 2:30 PM 0.64 12 0 11 23 52 0 4s East 2:30 PM 0.95 3 6R4 0 6E7 0 1100 0 South 2:30 PM 0.00 0 0 0 0 0 0 0 West 12:30 PM 0.86 0 863 4 867 0 1100 0 Entire Intersection Nortn 12 X30 PM 0.63 9 0 6 15 60 0 gp East 0.93 11 691 0 652 2 98 0 soacn o.o0 0 0 0 0 0 0 0 West O.B6 0 863 4 86'1 0 1300 0 217 DNNN ENGINEERING ASSOCIATES Site Code 94076 PAGE: 1 N-S Street: ALVAHS LANE FILE: INTI2AM E-W Street: RT 25 DAY OF WK WEDNESDAY Movements by: Primary DATE: ]/22/98 Total Turning Volumes for the Period: 8:30 AM - 9:30 AM ALVAHS LANE 11 0 13 24 J 5 377 382 o ~ o. RT 25 r 12 4318 426 L r- ° -~ o f o f o ANE zia DVNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: ALVAHS LANE FILE: INTI2AM E-W Street: RT 25 DAY OF WH WEDNESDAY Movements by: Primary DATB: ]/22/98 Time From North From East From South From Weat Vehicle Hegin RT THRV LT RT THRU LT RT THRU LT RT THRV LT Total 6:30 0 0 0 0 65 0 0 0 0 0 32 p g] 6:45 2 0 3 2 BO 0 0 0 0 0 40 0 12] HR TOTAL 2 0 3 2 195 0 0 0 0 0 ]2 0 224 ]:00 AM 2 0 1 1 59 0 0 0 0 0 4] 2 112 ]:15 6 D 5 0 ]] 0 0 0 0 0 63 1 152 ]:30 0 0 4 2 88 0 0 0 D 0 61 1 156 ]:45 2 0 2 3 03 0 0 0 0 0 ]3 0 163 HR TOTAL 10 0 12 6 30] 0 0 0 0 0 244 4 583 8:00 AM 2 0 3 1 89 - 0 0 0 0 0 ]3 1 16B 8:15 1 0 4 2 101 0 0 0 0 0 ]6 0 184 8:30 4 0 3 3 115 0 0 0 0 0 96 1 2~2 8:45 1 0 s 2 111 D D 0 0 0 105 1 225 {R TOTAL 8 0 14 8 416 0 0 0 0 0 350 3 '~9g 9:00 AM 3 0 3 1 113 0 0 0 0 0 88 2 210 9:15 3 0 2 6 8] 0 0 0 0 0 B8 1 1B] AY TOTAL 26 0 39 23 1068 0 0 0 0 0 842 10 2003 •-1rC.Y PEAK PERIOD ANALYSSS FOR THE PERIOD: 6:30 AM - 9:30 AM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAR HOVR FACTOR Right Thru Left Total Right Thru Left North 8:15 AM 0.86 9 0 15 24 38 0 62 East 8:15 AM 0.95 8 490 0 448 2 98 0 South 8:15 AM 0.00 D 0 D 0 0 0 0 West 8:30 AM 0.90 0 3]] 5 382 0 99 1 Entire Intersection North 8:30 AM O.B6 11 0 13 29 46 0 59 East 0.93 12 426 0 438 3 9] 0 South 0.00 0 0 0 0 0 0 0 West 0.90 0 3]] 5 382 0 99 1 219 DVNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: ALVAHS LANE FILE: INTI2AM E-W Street: RT 25 DAY OF WK MONDAY MOVements by: Primary DATE: ]/2'//9g To[al Turning Volumes for the Period: 4:30 PM - 5:30 PM ALVAHS LANE 10 ~ 0 ~ 25 35 RT 25 12 497 509 o 12 520 508 Lo ~ ° -~ 0 0 0 ANE zzo DUNK ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: ALVAHS LANE FILE: INTI2AM E-W Street: RT 25 DAY OF WK MONDAY Movements by: Primary DATE: 7/27/98 Time Fzom North From East From South From West Vehicle Begin RT THRU LT RT TRRU LT RT THRV LT RT THRU LT To[al 3:30 4 0 7 3 126 0 0 0 0 0 117 1 25g 3:95 - 2 0 B 1 123 0 0 0 0 0 118 4 256 HR TOTAL 6 0 15 9 299 0 0 0 0 0 235 5 514 9:00 PM 1 0 3 5 119 0 0 0 0 0 109 2 239 9:15 1 0 9 5 127 0 0 0 D 0 118 2 298 4:30 3 0 30 1 131 0 0 0 0 0 133 3 2B1 q;q5 2 D 3 4 124 0 0 0 0 0 114 4 2 51 HR TOTAL 7 0 21 15 501 0 0 0 0 D 974 11 1029 S: OD PM 3 0 7 4 120 0 0 0 0 0 128 2 264 5:15 2 0 5 3 133 0 0 0 0 0 122 3 2 6g 5:30 1 0 9 2 137 0 0 0 0 0 119 0 263 5:45 1 0 2 3 120 0 0 0 0 0 111 0 237 ER TOTAL 7 0 1B 12 510 D 0 0 0 0 4B0 5 1032 6:00 PM 1 0 6 2 104 0 0 0 0 0 93 9 211 6:19 0 0 3 2 106 0 0 0 0 0 91 2 204 __________________________________________________________________________________________________________________________________ DAY TOTAL 21 0 63 35 1970 D 0 0 0 0 1373 2B 2990 -. PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:30 PM DIRECTION START PEAK NR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK NOUR FACTOR Right Thru Left Total Right Thru Left North 9:30 PM 0.67 SO 0 25 35 29 0 71 Eaat 4:45 PM 0.95 13 519 0 527 2 98 0 South 4:45 PM 0.00 0 0 0 0 0 0 0 Weat 4:30 PM 0.94 0 497 12 509 0 98 2 Entire Intersection NOZth 4:30 PM 0.67 10 0 25 35 29 0 71 Eaet 0.96 12 SOB 0 520 2 98 0 Sou[h 0.00 0 0 D D 0 0 0 West 0.94 0 497 12 509 0 98 2 221 OUNN ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street: ALVAH'S LANE FILE: INTI3EAT E-W Street: RT 25 DAY OF WX SATURDAY Movemen C.S b;~: Pr imaYV DATE: 7/22/98 To[al Tur r,iny Vo fumes 2or -=h= Fe r: od: 17:45 AM :2 :45 PM ALVAH'S LANE W ' ~ • L. 11: • 13 ,}, v • ti r 13 J ? RT 25 ~• .,}: 6 795 801 o~ 7 654 647 L 0 RT 25 ?~,' ~ ° -~ ooa LANE 222 N W--f -E S DUNN ENGINEERING ASSOCIATES Site Code 99036 , PAGE: 1 N-5 Street: ALVAH'S LANE FILE: None E-W Street: AT 26 DAY OF WK SATURDAY Movements by: Primdry DATE: ]/22/98 Time From Nor th From East From Sou Ch From West Vel'~ic le Begin RT THRU LT RT THRU L'C RT THRD LT RT THRU LT Total 11:00 AM 1 0 4 4 131 0 0 171 0 311 11:15 3 0 6 i 1@:1 ~i 0 182 4 351 11 J0 I 0 J 193 ., s 0 210 3 368 11:45 3 0 2 9 lei ) 0 0 0 0 171 2 363 HR TOTAL 8 0 13 13 616 0 0 0 0 0 ]34 9 1397 12:00 PM 0 0 1 1 156 0 0 0 0 0 196 0 354 12:15 2 0 0 D 151 0 0 0 0 0 20] 1 361 12:30 3 0 2 2 159 0 0 0 0 D 221 3 390 12:45 0 0 3 1 116 0 0 0 0 0 21] 2 339 HR TOTAL 5 0 6 4 582 0 0 0 0 0 B41 6 1449 1:00 PM 2 0 0 0 149 0 0 0 0 0 221 0 372 1:15 1 0 D 2 191 0 0 0 0 0 1]1 1 366 1:30 0 0 0 I 168 0 0 0 0 0 179 0 343 1:95 0 0 1 1 352 0 0 0 0 0 1]9 0 333 NR TOTAL 3 0 1 9 660 C 0 0 0 0 ]46 1 1414 2:00 PM 1 0 0 2 16i 0 0 0 0 0 156 2 328 2:15 3 0 1 2 140 -~ 0 ? 0 0 1B2 1 329 2:30 0 0 2 J l±n <: p 0 18] 0 323 2:45 1 0 1 0 161 n 0 ~ 0 0 171 2 ;;6 +-..~ IR TOTAL 5 0 4 9 502 0 D 0 0 0 696 5 1316 3:00 PM 2 0 0 3 161 0 0 0 0 0 16J 1 320 3:15 1 0 5 3 159 0 0 0 0 0 161 0 32 9 3:30 3 0 3 0 121 0 0 0 0 0 1]6 3 306 3:45 6 0 3 5 151 0 0 0 p 0 191 3 759 R TOTAL 12 0 11 11 592 D D 0 0 0 681 ] 1314 uAY TOTAL 33 0 35 36 3052 D 0 0 0 0 369] 28 6881 223 iJJN"; F"6 ;'Nii [:E i1.~ PSSCC +'.."r'.5 Site Code 94036 PAGE: 2 N-S Street: ALVAH'S LANE FI L6: None E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary DATE: 9/22/9R PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 9:00 PM OZRECIION START PEAK HR ........ VOLUMES ... ... .. .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 3 :00 PM 0.69 12 0 11 23 52 0 4E East 1 :15 PM 0.89 ~ 672 0 604 1 99 0 South 1 :15 PM O.OC 3 0 0 0 0 0 D West 12 :15 PM 0.97 0 Btib 6 a92 0 99 1 F,!1t~rG' ::I f.ET52CYlOC1 Nor[h 13: 95 AM 0.65 3 0 5 13 62 0 3B Eaet O.BB "/ 647 0 654 1 99 0 South 0.00 0 0 0 0 0 0 0 West 0.89 0 '195 6 BO1 0 99 1 224 DUNN ENGINEERING ASSOCIATE: Site Code 94036 N-S Street: NEW SUFFOLK RD E-W Street: RT 25 DAY OF WK THURSDAY Movements by: Prima ry Total Turning Volumes for the Period: 08:15 A NEW SUFFOLK RD .::} jykti•1 rlti;{ ::~ n 0 0 J 0 330 357 27 J 0 523 458 L 65 120 48 0 72 FOLK RD N W-~-E S 225 DUNN ENGINEE21N0 ASSGCI A'i ES PAGE: 1 Site Code 94076 N-S Street: NEW SUFFOLK AD FILE: 1NT13PM E-W Street: RT 25 DAY OF WK THURSDAY Movements by: Primary DATE: B/06/98 Time From North From East From South Fiom West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 0 0 0 0 62 10 8 0 5 4 90 0 129 6:45 0 0 0 0 ]3 10 10 0 4 5 99 0 1 51 HR TOTAL 0 0 0 0 135 20 L8 0 9 9 89 0 200 ].DD AM 0 0 0 0 ]2 12 ll D R B 58 0 169 ]: 15 0 0 0 0 38 ll 2p 0 ] ] 59 0 196 ]:30 0 0 0 0 9f, .. 19 0 10 10 108 0 25] ]:95 0 0 0 0 `~9 15 .r ~ 30 9 80 0 212 HR TOTAL 0 0 0 0 li9 58 6•: .. 35 29 105 0 836 B: OD AM 0 0 0 0 99 1] 29 0 6 8 61 0 215 8:15 0 0 0 0 119 23 1] 0 9 5 6D 0 22B 8:30 0 0 0 0 109 16 16 0 I3 10 E3 0 292 8:95 0 0 D 0 146 11 25 0 15 B 10] 0 312 iR TOTAL 0 0 0 0 968 6] B2 0 38 31 311 0 997 9:00 AM 0 0 0 0 09 15 14 0 16 4 80 0 218 9:15 0 0 D 0 91 1J 29 0 6 B 61 D 20] AY TOTAL 0 0 0 0 :128 1]] 202 0 104 81 B46 0 2538 ,.,yr PEAK PER iOD ANALYSIS FOR TitE PERrOD: 6:30 AM ~ 9:30 AM DIRECTION START PEAR HP ........ VOLUMES ........ .... PERCENTS.... FROM PEAK HOUR FACTOR Right Thn: Left Total Right Thru Left North 12:00 AM 0.00 C 0 D 0 0 D 0 East 8:00 AM O. BS 0 468 6] 535 0 8] 13 Sou[R 8:30 AM 0.81 ]9 D 50 129 61 0 39 West 8:10 AM 0.]B 30 731 0 361 8 92 0 Entire Intersection North 8:15 AM 0.00 0 0 0 0 0 0 0 East 0.83 C 968 65 521 0 BB 12 South D.]9 ]2 0 48 120 60 0 40 West 0.]8 2] 330 0 35] 8 92 0 226 DUNN ENGINEERING ASSOCIATE Site Code 94036 N-S Street: NEW SUFFOLK RD E-W Street: RT 25 DAY OF WK THURSDAY Movements by: Primary -------------------------------------------------------------------------- Total Turning Volumes for the Period: 4:45 NEW SUFFOLK RD ~x., •.tiy Yyti :{,~~rrr~i11{{~'? ~~~~~r • :r 0 O o~ 553 571 18 84 RT 25 .~'f... O 593 509 L 108 27 , 0 81 FOLK RD N W-~--E S 227 DUNN ENCINEE'r,I NF ASEO C3ATES Site Code 99036 PAGE: L N-S Street: NEW SUFFOLK RD FILE: iNT13PM E-w Street: RT 25 DAY OF WK THURSDAY Movements by: Primary DATE: B/06/98 Time From North From East Fzom South Fzom West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ____________________________ Break _____________..___..__________________________________ 9:15 0 0 0 O 123 23 31 0 11 3 0 0 2 91 9:30 0 0 0 0 122 2.1 19 0 1 1 115 0 2 81 q:g5 0 0 0 0 ?28 29 20 0 B 6 13] 0 328 HR TOTAL 0 0 0 0 3]3 ]o' n9 0 20 30 252 0 800 5:00 PM 0 0 0 135 :J 20 0 5 1 195 0 123 5:15 0 0 0 0 130 18 39 0 8 ] 139 0 321 5:30 0 0 0 0 116 20 22 0 6 9 112 0 300 S:qS 0 0 D 0 11] 19 16 0 ] 2 12] 0 288 NR TOTAL 0 0 0 0 998 ]4 '/] 0 26 19 59J D 1232 6:00 PM 0 0 0 0 106 16 15 0 5 2 122 0 266 6:15 0 0 0 0 92 16 14 0 J 1 104 0 230 OAY TOTAL 0 0 0 0 1069 182 175 0 54 2] 1021 0 2528 PEAK PERIOD ANALYSIS FOR THE PERI00: 3:30 PM ~~ 6:10 PM DIRECTION START PEAK HR ........ t'O LJMES ........ .... PERCENTS ... FROM PEAK HOUR FACTGR Right Thru Left Tc Cr7 Right Thru Leff North 12:00 AM 0.00 0 D 0 0 0 0 0 East 9:30 PM 0.96 0 515 B8 603 0 85 15 South 9:15 PM 0.68 B9 O 25 114 ]B 0 22 West 4:95 PM 0.98 18 553 0 5]I 3 9] 0 Entire Intersection " North 4:45 PM 0.00 0 0 0 0 0 0 0 East 0.99 0 509 09 593 0 R6 14 South 0.96 81 O 2] 108 ]5 0 25 West 0.98 18 553 0 5]1 3 9] 0 2L8 DUNN ENGINEERING ASSOCIATE Site Code 94036 N-S Street: NEW SUFFOLK RD E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary Total Turning Volumes for the Period: 11:30 NEW SUFFOLK RD r: •yrv r r •:~ ~ •• ~~• ~: f'~ i::: ryir~n• ;~ 0 0 0 0 +3ti~,v;$ }. r. ..: :.4.:. 0 0 658 672 14 J N W--~-E S 0 703 567 L 136 RT 25 197 44 ~ 0 ~ 153 OLK RD 229 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-5 Street: NEW SUFFOLK RD FILE: INTI3 PM E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary DATE: 8/08/98 Time Fl om Nor th From East From So uth From West Vehicle Begin RT TNRU LT RT TNRU LT RT THRU LT RT THRU LT Total 11:00 AM 0 D 0 0 121 72 40 0 12 3 153 0 365 11:15 0 0 0 0 126 ]0 96 0 13 5 159 0 399 11:30 0 0 0 0 158 99 93 0 15 9 146 0 910 11:95 0 0 0 0 136 35 91 0 12 9 159 0 385 HR TOTAL 0 0 0 C 591 '.91 130 .. 52 20 615 0 1539 i2: 00 PM 0 0 0 0 .J9 26 4i .. 9 139 0 391 12:15 0 0 0 0 i35 29 29 0 B 5 IJ6 0 386 12:30 0 0 0 0 336 23 33 0 12 6 168 - 0 382 12:45 0 0 0 0 128 30 36 0 8 3 164 0 ;7; HR TOTAL 0 0 0 0 533 130 142 0 33 19 683 0 1532 1:00 PM 0 0 0 0 135 22 24 0 I1 8 184 0 389 1:15 0 0 0 0 129 26 31 0 9 6 133 0 37g 1:30 0 0 0 0 191 33 30 0 5 4 163 0 376 1:45 0 0 0 0 192 31 32 0 9 4 182 0 400 HR TOTAL 0 0 0 0 543 312 113 0 39 22 306 0 1538 2:00 PM 0 0 0 0 12} 29 29 0 9 3 183 0 369 2:15 0 0 0 0 141 25 32 0 9 2 181 0 390 2:3p 0 J 0 0 129 23 30 0 9 6 169 0 366 2:45 0 0 0 0 ll5 i0 23 0 B 4 169 0 334 ~ R TOTAL 0 0 0 0 529 105 119 0 33 15 598 0 14 99 1:00 PM 0 0 0 .. 129 :.. 25 0 9 5 13J 0 363 3:15 0 0 0 0 190 29 33 0 0 0 131 0 38q }_}p 0 0 0 0 122 28 30 0 11 3 169 0 368 3-45 0 0 0 0 131 26 28 D 8 9 136 0 392 2 TOTAL D 0 0 0 523 104 114 0 39 24 684 0 148'] DAY TOTAL 0 0 0 0 2681 533 661 0 390 100 3390 0 3595 230 pUNN ENGINEERING ASSOCIATES Site Code 94076 PAGE: 2 N-S Street: NEW SUFFOLK RD FILE: INTI3PM E-W Street: RT 25 DAY OF WK : SATURDAY Movements by: Primary DATE: 8/OH/96 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 9:00 PM DIRECTION START PEAK HR ...... .. VOLUMES . ....... .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 12 :00 AM 0.00 0 0 0 D 0 0 0 EdSt 11 :30 AM O.B] 0 55] U6 ]O3 0 B1 19 South .i :00 AM 0.99 :~!) 0 52 722 ]] O 23 West 1: 00 PM 0.95 22 705 D ]26 3 9] 0 Entire I ntersection North 11: 30 AM 0.00 0 D 0 0 0 O 0 East O.B] 0 56] 136 ]03 D 61 19 South O.BS 153 0 44 19] ]6 0 23 West 0.93 14 656 0 672 2 96 0 231 DUNN ENGINEERING ASSOCIATE: Site Code 94036 N-S Street: DEPOT LANE E-W Street: RT 25 DAY OF WK TUESDAY Movements by: Primary Total Turning Volumes for the Period: 08:15 A DEPOT LANE 63 ~ 0 ~ I22 85 J RT 25 48 i 380 428 o~ 19 498 479 L 0 RT 25 , ~- ° -~ of Oi o NE 232 N W-I-E S DUNK ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street:. DEPOT LANE FILE: INTI3 PM E-W Stzeet: RT 25 DAY OF WK TVESDAY Movements by: Primary DATE: 7/28/98 Time Prom North From East From South From West Vehicle Begin AT THRU LT RT THRU LT RT THRU LT RT THRV LT To[al 6:30 9 0 0 0 62 0 0 0 0 D 30 11 112 6:45 9 0 3 0 6] 0 0 0 O 0 41 9 1 19 HR TOTAL 18 0 3 0 119 0 0 0 0 0 71 20 231 "1:00 AM 6 0 1 3 ~2 ~ 0 0 0 54 8 199 ]: 15 9 0 2 4 i2 .~ = D 0 0 71 10 168 7:30 11 0 0 9 96 0 0 0 0 0 69 10 196 7:46 B 0 3 9 114 0 0 0 0 0 96 11 291 HR TOTAL 34 0 12 20 359 0 0 0 0 D 290 _ 39 '799 8:00 AM 8 0 5 2 125 0 0 0 0 0 67 9 216 8:15 12 0 2 5 128 D D 0 D 0 90 7 249 8:30 B 0 9 7 lOB 0 0 0 0 0 96 11 239 8:95 30 0 '/ 1 128 0 0 0 0 0 117 17 300 {R TOTAL SB D 23 35 9B9 0 0 0 0 0 370 49 999 9:00 AM 13 0 9 6 115 0 0 0 0 0 77 13 228 9:15 16 0 6 5 117 0 0 0 0 0 B1 15 240 AY TOTAL 139 0 98 46 3194 0 0 0 0 0 889 1]1 299'] , PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 9:10 AM DI RECfION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Righ[ Thru Left Total Right Thru LeEC North 8:30 AM 0.63 67 0 26 93 72 0 28 East 8:00 AM 0.95 18 489 0 509 3 97 0 SOUCh 8:00 AM 0.00 0 0 D 0 0 0 0 West 8:15 AM 0.80 0 380 98 928 0 B9 11 Entire Intersection North 8:15 AM 0.57 63 0 22 85 ]4 0 26 Eas[ 0.99 19 4]9 0 498 4 96 0 South 0.00 0 0 0 0 0 0 0 We sC 0.80 0 l80 48 426 0 89 I1 233 DUNN ENGINEERING ASSOCIATE Site Code 94036 N-S Street: DEPOT LANE E-W Street: RT 25 DAY OF WK WEDNESDAY Movements by: Primary Total Turning Volumes for the Period: 4:30 DEPOT LANE 79 ~ 0 ~ 37 116 56 649 705 of 35 686 651 0 o o f o f o NE 234 DUNK ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street: DEPOT LANE PILE: INTI3 PM E-W Et reef: RT 25 DAY OF WK WEDNESDAY Movements by: Primary DATE: ]/29/98 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT TNRU LT RT THRU LT Total 3:30 21 0 ] 11 19B 0 0 0 0 0 136 13 336 3:45 9 0 3 9 151 0 0 0 0 0 129 12 ;pR HR TOTAL 30 0 30 20 299 0 0 0 0 0 260 25 644 4:00 PM 16 0 8 0 139 J J 0 0 0 168 1] ;qg 9:15 19 0 5 ] 195 .~ ~ 0 0 0 139 15 3 26 4:30 16 0 5 9 169 0 0 0 0 0 152 16 367 q;q5 20 0 11 198 0 0 0 0 0 162 12 360 HR TOTAL 66 0 29 29 601 0 0 0 0 0 611 60 1396 5:00 PM 22 0 11 9 160 0 0 0 0 0 164 13 3']9 5:15 21 0 30 30 179 0 0 0 0 0 1]1 15 4p1 5:30 23 0 13 9 133 0 0 0 0 0 123 16 317 5:45 18 0 4 12 12] 0 0 0 0 0 12E E 297 iR TOTAL B9 0 38 40 594 0 0 0 0 0 SS6 52 1394 6:00 PM 16 0 8 10 113 0 0 0 0 0 113 14 274 6:15 14 0 ] 9 98 0 0 0 0 0 100 12 239 SAY TOTAL 210 0 92 iC] 1]05 0 0 0 0 0 16]0 163 399' ~i PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:10 PM - 6:30 PM DIRECTION START PEAK HR ........ VOLUMES ..._.... .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left Noz[h 9:45 PM 0.91 86 0 95 131 66 0 34 bas[ 4:30 PM 0.93 35 651 0 6B6 5 95 0 Sou[h 4:30 PM 0.00 0 0 0 0 0 0 0 West 9:30 PM 0.95 0 699 56 ]OS 0 92 B Entire Intersection Nor[R 4:10 PM 0.88 ]9 0 39 116 68 0 32 East 0.93 35 651 0 506 5 95 0 South 0.00 0 0 0 0 0 0 0 Wes[ 0.95 .. 549 55 "105 0 92 9 235 DUNN ENGINEERING ASSOCIATE: Site Code 94036 N-S Street: DEPOT LANE E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary ----------------------------------------------------------------------------- Total Turning Volumes for the Period: L1:15 P DEPOT LANE ~x~} l ~~77'~n :'7: ;•. 138 113 0 7 5 '%''!~tii~~:•~"'~ " ..r.. r...{•h~r 188 J 77 644 721 0 J 61 815 754 L 0 0 0 ~ 0 ~ 0 NE 236 N W+E S DUNK ENGINEERING ASSOCIATES Site Code 94076 PAGE: 1 N-S Street: DEPOT LANE FILE: INTISPM E-W Street: RT 25 OAY OF WK SATURDAY Mov ements by: Prima zy DATE: 8/01/98 Time From North From Eas t From Sou th From West Vetli cle Begin RT THRU LT RT THAU LT RT THRU LT RT THRU LT Total 11:00 AM 24 0 15 :2 159 0 0 0 0 0 196 16 422 11:15 28 0 12 22 208 0 0 0 0 0 182 18 490 11:30 30 0 15 19 212 fi 0 0 0 0 161 19 456 11:45 23 O 26 ii 156 v 0 ~~ 0 0 190 18 309 HR TOTAL 105 0 68 54 '3± ~, 0 0 0 0 699 91 1922 12:00 PM 32 0 22 9 1"18 0 0 0 0 p 161 22 424 12:15 20 D 16 11 163 0 0 0 0 0 182 10 410 12:30 22 D 13 19 145 0 0 0 0 D 195 15 4 09 12:45 23 0 19 9 165 0 0 0 0 D 189 12 4 13 HR TOTAL 99 0 60 98 651 0 0 0 0 0 925 69 1656 1:00 PM 20 0 12 12 156 0 0 0 0 0 308 19 903 1:15 30 0 14 9 16D 0 0 0 0 0 381 16 910 1:30 23 0 9 11 146 O 0 0 0 0 1B2 16 JBO 1;q5 14 0 6 12 130 0 0 0 0 0 189 19 368 AR TOTAL 95 D 41 49 592 0 0 0 0 0 930 66 1568 2:00 PM 12 0 19 30 195 0 0 0 0 0 194 11 306 2:15 18 0 B 6 191 0 0 D 0 0 180 14 375 2:30 39 0 12 6 144 0 0 D 0 0 10"1 12 360 2:96 36 0 12 8 199 D 0 0 0 0 189 9 38l R TOTAL 65 0 96 JO 6~9 P 0 0 0 0 968 46 1524 3:00 PM 18 0 9 ~ 1]4 0 0 0 0 0 181 B 350 3:15 19 0 12 9 145 0 0 0 0 0 190 15 386 3:30 19 0 12 9 162 0 0 0 0 0 165 10 39'1 3;q5 18 0 16 11 190 0 0 0 0 O 169 B 390 ~'R TOTAL 92 0 99 39 611 0 0 0 0 0 003 41 1510 1Y TOTAL 434 0 292 220 3168 0 0 0 0 O 3595 291 9980 237 DUNN ENGSNEERING ASSOCIATES Site Code 94036 PAGE: 2 N-S Street: DEPOT LANE FILE: INTISPM E-W Street: RT 25 DAY OF WK BATURDAY Movements by: Primary DATE: 8/01/98 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM pI RECTION START PEAK HR ........ VOLUMES .. ...... .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left Nor[h 11 :15 AM O.fi' --. 0 ]5 198 50 0 90 East 11 :15 AM 0.08 _. ]54 0 B16 ] 93 0 South 11 :15 AM 0.00 0 0 0 0 0 0 0 West 1 :45 PM 0.99 0 ]SB 54 812 0 93 ] Entire Intersection North 11: 15 AM 0.8] 113 0 ]5 18B 60 0 40 East 0.88 61 ]59 0 815 ] 93 0 South 0.00 0 0 0 0 0 0 0 Nest 0.90 0 644 ]] ]21 0 89 11 238 DUNN ENGINEERING ASSOCIATE` Site Code.: 94036 N-S Street: PECONIC LANE E-W Street: RT 25 DAY OF WK THURSDAY Movements by: Primary --------------------------------------------- Total Turning Volumes for the Period: 07:45 A PECONIC LANE I32 I 0 ~ 45 L~ -77 RT 2 5 44 248 292 o~ r 64 3613 299 0 ~ ° -1 0 0 0 LANE 239 N W-~-E S DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: PECONIC LANE FILE: INTISPM E-W Street: RT 25 DAY OF WK THURSDAY Movements by: Primary DATE: 0/06/98 Time From North From East From South From West Vel-iicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 6 0 3 8 39 0 0 0 0 0 ll 1 gB 6:45 9 0 3 11 49 0 0 0 0 0 90 2 109 HR TOTAL 15 0 6 l9 83 -. 0 0 0 0 71 3 197 7:OC AM ~ 0 9 ll 42 ~ 0 0 0 0 25 15 104 7:15 9 0 6 12 9] 0 D 0 0 0 51 5 130 7:30 5 0 3 5 56 0 0 0 0 0 53 10 132 7:45 10 0 14 16 75 0 0 0 0 0 79 11 205 HR TOTAL 31 0 27 44 220 0 0 0 0 0 200 91 5]1 B:DD AM 9 0 10 19 69 0 0 0 0 0 52 9 163 0:15 9 0 ] 15 09 0 0 0 D 0 66 12 190 8:3D 9 0 19 14 66 0 0 0 0 0 51 12 166 8:45 10 0 0 9 72 0 0 0 D 0 65 10 179 HR TOTAL 32 0 39 57 296 0 0 0 0 0 234 43 701 9:00 AM 6 0 9 12 67 0 0 0 0 0 64 13 171 9:15 B 0 11 10 7B 0 0 0 0 0 69 12 108 JAY TOTAL 92 0 92 lit "144 ,. 0 0 0 0 646 112 1028 `+Yf PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 9:30 AM DIRECTION START PEAK HA ........ VOLUMES ........ .... PERCENTS ... FAOH PEAK HOUR FACTOR Aight Thru Left Total Right Thru Left North 7:95 AM 0.80 32 0 45 ]] 42 0 SB East 7:95 AM 0.87 64 299 0 363 10 82 0 Sou[h 7:45 AM 0.00 0 0 0 0 0 0 0 Wes[ 8:30 AM 0.91 0 299 47 296 0 B4 16 Entire Intersection North 7:45 AM O. BO 32 0 95 77 42 0 50 East O.B7 or 299 D 363 18 B2 D South O.OG C 0 .. 0 0 0 West O.BS ~ 240 99 292 0 05 35 240 DUNN ENGINEERING ASSOCIATE Site Code 94036 N-S Street: PECONIC LANE E-W Street: RT 25 DAY OF WK TUESDAY Movements by: Primary ------------------------------------------------------------------------------ Total Turning Volumes for the Period: 4:45 t PECONIC LANE I55 L~ 77 495 572 0 J 0 ~ I29 84 J 48 616 568 L 0 0 0 1 0 1 0 PECONIC LANE N W-~-E S 24~ OUNN ENGINEERING ASSOCIATES Site Cade 94036 PAGE: 3 N-S Street: PECONIC LANE FILE: INTISPM E-W Street: AT 25 DAY OF WX TUESDAY Movements by: Primary DAT%: B/11/98 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRV LT Total 3:30 9 0 6 11 125 0 0 0 0 0 102 17 270 3:95 B 0 B 17 112 0 0 0 0 0 94 12 297 HR TOTAL 30 0 19 24 237 fi D 0 0 0 196 29 517 9:00 PM 11 0 B 19 197 D 0 0 0 0 117 31 308 9:15 19 0 7 10 342 0 0 0 0 0 114 18 305 4:30 12 0 5 12 139 0 0 0 0 0 105 19 292 4:45 17 0 8 15 192 0 0 0 0 D 116 22 320 HR TOTAL 54 D 28 51 570 0 0 0 0 0 452 70 1225 5:00 PM 15 0 6 13 151 0 0 0 0 0 122 18 3 25 5:15 14 0 5 9 142 0 0 0 0 0 120 19 309 5:30 9 0 30 11 133 0 0 0 0 0 137 18 318 5:45 10 0 7 30 124 0 0 0 0 0 116 18 285 HR TOTAL 4B 0 28 43 550 0 0 0 0 0 995 73 1737 6:00 PM 7 0 6 12 127 0 0 0 0 0 123 15 290 6:15 9 0 9 11 116 0 0 0 0 0 129 13 283 DAY TOTAL 135 0 80 192 1600 0 0 0 0 1395 200 3552 ..~1 PEAR PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:30 PM DIRECTION ETART PEAK HR ........ VOLUMES ........ .... PERCENTS ... PROM P%AX HOUR FACTOR Right Thru Left To Cal Right Thru Left North 4:19 PM D.89 SB 0 26 84 69 0 31 East 9:15 Pt9 0.95 50 574 0 624 B 92 D South 4:15 PM 0.00 0 0 0 0 0 0 0 WESt 4:45 PM 0.92 0 495 77 572 0 87 13 Entire Intersection North 4e45 PM O.B4 55 0 29 84 65 0 35 East D.94 48 568 0 616 B 92 0 South O.DO r 0 0 0 0 0 0 West G. 92 495 77 572 0 87 13 242 DUNK ENGI^IEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: ACKERLY POND/BA`:^,%:EW LANE FILE: INT1]AM E-W Street: RT 25 DAY OF WK WEDNESDAY Mom=_^~e nCS lry Primacy DATE: 7/29/98 To[ai Turning Volumes .cr the Period: 8:30 AM - 9:30 AM ACKERLY POND/BAYVIEW LANE }~ ~yir•::t•~ ~~tyy.,~.f. l1t:V.1•r: • •~}•fj••J• ti 0 23 RT 25 3 287 296 6 23 293 183 87 177 9 ~ 44 ~ 124 POND/BAYVIEW LANE N W+E S 243 DUNK ENGIIJEERZNG ASSOCIATES Site Code -99036 PAGE: 1 N-S Street: ACKERLY POND/HA YVIEW LANE FILE: None E-W Street: AT 26 DAY OF WK WEDNESDAY Movemen[s by: Primary DATE: 9/29/98 Time From North From Eas[ Fzom South Fzom West Vehicle Hegin RT TNRU LT RT THRU LT RT THRU LT RT THRU LT Tatdl 6:30 1 n 2 0 31 3 B 3 0 0 20 1 96 6:45 0 0 2 36 6 13 4 1 0 33 0 96 HR TOTAL 1 Z 2 69 9 21 9 1 0 60 1 192 9:00 AM 2 1 33 l 9 0 0 39 0 L00 9:15 0 ~ 1 .-i 9 ~ 6 0 0 39 0 109 9:30 ] . 4 4'; .0 23 9 0 0 42 1 144 9:95 1 0 2 90 19 i9 5 0 0 43 1 12'1 HR TOTAL 6 9 8 193 90 R3 24 0 0 161 2 q~g 8:00 AM 2 1 1 2 45 20 22 6 1 0 48 0 198 8:15 1 8 0 2 96 21 26 ] I 3 59 3 192 8:30 1 2 1 5 49 22 26 6 0 4 92 1 189 8:45 1 3 3 9 95 1B 39 14 4 0 60 1 1 95 HA TOTAL 5 19 5 16 1B5 81 113 33 6 7 234 S 904 9:00 AM 0 3 3 6 43 23 30 11 4 2 99 0 2p4 9:15 1 3 2 5 46 29 29 13 1 0 96 1 201 OAY TOTAL 13 .. __ 16 l9 489 i99 1.96 BB 12 9 610 9 1759 PEAL PERIOD ANALYSIS F^R 'C'HE PER'_p0: 6. .0 AM 9:30 AM DIRECTSON 3]ART PEAK HR ...... `iC LUMES ........ FROM PE;, r: HOUR FACTOR Right Thru Left Total Right Thru Left NOZth Bali AM 0.92 3 16 ] 26 12 62 29 Eas[ 8:30 AM 0.96 23 183 89 293 8 62 30 SOU[h 8:30 AM 0.98 124 49 9 199 90 25 5 West 9:30 AM 0.91 6 289 3 296 2 99 1 Entire Intersection Noz[h 8:30 AM O.B2 3 11 9 23 13 4B 39 East 0.96 2l 183 R9 293 8 62 30 Sou[h 0.78 l24 9q 9 1J9 90 25 5 West 0.91 6 28"% 3 296 2 99 1 244 DUNN ENGINEERING ASSOCIATE Site Code 94036 N-S Street: ACKERLY PCND/BAYVIEW LANE E-W Street: RT 25 DAY OF WK WEDNESDAY Movements by: Primary ----------------------------------------------------------------------- - - Total Turning Volumes for the Period: 3:45 Y POND/BAYVIEW LANE 10 I 4 1• 1 Y1 ~{~ tiyrk ~ 1 7 .r .: 3 7 9 ~~~ ~, y: .~~,~i~~?st~~r:? RT 25 v 9 309 323 5~ N W-~-E S 13 503 I 361 I- 129 - RT 25 119 15 ~ 16 ~ 88 POND/BAYVIEW LANE 245 DUNK ENGINEERING ASSOCIATES Site Code 99036 PAGE: I N-S Street: ACKERLY POND/BAYVIEW LANE FILE: INTI TAM E-W Street: RT 25 DAY OF WK WEDNESDAY Movements by: Primary DATE: 7/29/96 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRV LT RT THRU LT AT THRU LT Total 3:30 0 2 2 1 ]S 24 20 4 2 0 58 2 194 3:45 1 2< 2 dl 26 2h 4 3 1 61 } Zlg NR TOTAL 1 9 1 l 152 50 96 8 5 1 319 S 408 9:00 PM 1 4 _ 9 5P J2 ..~ e 2 0 82 3 259 4:15 0 2 0 c: 9T 2~! 3 6 4 86 3 256 9:30 1 2 ] 99 24 1J J 9 0 80 0 238 4:45 0 5 0 0 ]4 l4 21 5 T 0 6] 0 213 HR TOTAL 2 13 2 11 352 13"1 83 1T 19 4 315 6 961 5:00 PM 0 4 2 3 TT 31 20 4 5 0 T3 2 221 5:15 1 2 1 2 6B 29 19 6 3 2 80 0 213 5:30 0 3 4 9 62 2T 23 3 4 1 96 1 278 5:45 2 9 4 9 60 29 18 3 0 1 59 2 186 HR TOTAL 3 13 11 33 26] 116 80 16 12 4 308 5 848 6:00 PM 2 3 3 2 66 26 20 4 5 2 68 0 201 6:15 1 2 4 2 63 29 16 2 3 0 62 1 1E15 )AY TOTAL 9 JS 29 31 930 J58 295 9] 94 11 9T2 1T 2603 FEA': PERIOD ANALYSIS FOP THE PEP I00: 3:30 PM - 6:30 PM OI RECII ON START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Righ[ Thru Left Total Righ[ Thru Left North 5:30 PM 0.80 5 12 15 32 16 38 ST East 3:45 PM 0.94 13 361 129 503 3 T2 26 Eou[h 3:30 PM 0.92 91 iT 13 121 ]5 14 11 West 4:00 PM 0.8'1 4 315 6 325 I 9T 2 Entire Intersec[ion North 3:45 PM O.T1 3 10 4 1T 18 59 24 East 0.99 it l6i 329 '30l } T2 26 South J.90 48 ]S 15 119 T4 13 13 Wes[ 0.8T 5 109 9 323 2 96 3 246 DUNN ENGINEERING ASSOCIATE Site Code 94036 N-S Street: ACKERLY POND/BAYVIEW LANE E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary Total Turning Volumes for the Period: 2:45 RT 25 ACKERLY POND/BAYVIEW LANE f •'~ 'rr} ~Sr {4 r. L •. •}"~r. 19 5 153 J 152 437 609 20 J r 16 5413 522 5 52 r- ~ 22 ~ 2"/ ~ 13 POND/BAYVIEW LANE N W-+-E S 247 DUNK ENGINEERS Nu ASSOCIATES Site Code 94036 PAGE: 1 N-S Btzeet: ACHERLY POND/BAYVIEW LANE FILE: INT P/AM E-W Btze et: AT 25 DAY OF WK SATURDAY Movements by: Pzimaiy DATE: 8/08/98 Time F zom No rth Flom East F zom Sou th Fzom We st Vehicle Begin ftT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ____________ ____..._____ _______ ___ _ _______ ___ .. 9za3i: .__. .__._. _.. .. ... . 11:30 51 2 2 6 123 2 6 4 5 86 62 352 11:45 46 4 2 6 13: 3 s 1 > 90 91 342 HR TOTAL 96 6 9 12 25; S 2 30 ~ 12 1>6 103 69q 12:00 PM 36 0 2 3 135 3 2 B 2 6 99 43 3l4 12:15 61 ~ 2 3 105 1 5 5 3 3 93 17 315 12:30 34 9 2 3 127 3 4 12 B 2 89 38 325 12:45 91 6 3 6 128 1 3 4 2 7 >9 39 31] HR TOTAL 162 17 9 15 995 ~ 19 29 15 18 353 153 1287 1:00 PM 32 4 3 4 154 3 S 5 J 9 09 36 332 1:15 46 4 3 3 136 2 6 6 5 5 96 26 339 1:30 29 9 9 5 121 3 4 2 6 4 90 34 306 1:45 26 8 2 9 136 2 2 ] 2 2 91 33 316 HR TOTAL 133 2D 12 20 59> 10 19 16 16 15 356 129 1291 ' 2:00 PM 35 5 G 5 122 2 2 5 5 0 76 30 288 2:15 ll 3 4 11> 2 5 4 3 99 32 297 2:30 28 4 2 1 13"~ 3 0 3 5 9> 20 314 2:95 35 9 0 2 .~.. ~ > 6 8 111 26 329 NR TOTAL 129 21 3 12 99? > 9 29 18 16 3"ID 115 1228 3:00 PM 30 "/ 3 6 133 2 9 30 9 3 111 39 35> 3:15 18 30 0 6 131 2 2 9 4 '/ 116 60 359 3:30 36 3 2 3 13> 1 2 6 3 2 99 28 322 J:99 28 S 0 1 138 1 1 5 0 9 I18 24 3D6 [R TOTAL 112 25 5 15 519 6 9 26 16 16 944 151 1393 DAY TOTAL 632 89 33 >4 2315 35 56 104 70 » 1707 651 5843 248 DUNN ENGINEERING ASSOCIATES Site Code 940]6 PAGE: 2 N-S Street: ACKERLY POND/HAYVIEW LANE FILE: INTI9AM E-W Street: AT 25 DAY OF WK SATURDAY Movements by: Primary DATE: 8/08/96 PEAR PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAK HR ........ `JL`LUMES .. ..... ..._ PEP.CENTS ... FROM PEAK HOUR 'rACTOR a.ght Thr; Left Total Right Thru- Left North 11:30 AM `85 l33 :- B 209 9G 6 9 Eas[ 3:00 PM 0.90 20 ti4' 30 599 3 95 2 South 12:30 PM ,;. 66 13 2' 18 63 29 43 29 West 3:00 PM 0.83 16 944 151 611 3 93 25 Entire Intersection North 2:45 PM 0.89 119 29 5 15] 78 19 3 East 0.96 16 522 5 59] 3 96 1 South 0.69 13 29 22 62 21 44 35 West 0.83 20 939 152 609 3 92 25 249 DUNN ENGINEERING ASSOCIATE Site Code 94036 N-S Street: NORTON LANE E-W Street: RT 25 DAY OF WK THURSDAY Movements by: Primary Total Turning Volumes for the Period: 8:30 NORTON LANE 82 . RT 25 124 418 542 0 J 34 336 302 Lo 0 O I O I 0 ANE 2so N W--~-E S DUNN ENGINEEAI NG ASSOCIATES SiCe Code 94036 PAGE: 1 N-S StreeC: HORTON LANE FILE: INTS ]AM E-W StreeC: RT 25 DAY OF WK THVREDAY Movements by: Primary DATE: ]/30/98 Time From North From East From South Fzom West Vehicle Begin RT THRU LT RT THRU LT RT TNRU LT RT THRU LT Total 6:30 11 0 0 6 96 0 J 0 0 C 61 16 140 6:45 19 0 I 3 5. 0 0 0 0 59 15 I53 HR TOTAL 25 0 9 0 0 0 0 130 11 293 ]:00 AM 19 0 3 5 55 0 5 0 0 0 ]1 23 176 "1:15 20 0 2 ] 69 0 0 0 0 0 86 22 206 ]:30 1] 0 4 9 61 0 0 0 0 0 85 16 192 ]:46 13 0 0 6 55 0 0 0 0 0 ]2 14 160 HR TOTAL 69 0 9 2] 290 0 0 0 0 0 314 ]6 ]39 8:00 AM 15 0 0 ] 60 0 0 0 0 0 61 15 16B 8:15 14 0 5 8 56 0 0 0 0 0 80 15 1]B 8:30 23 0 ] 10 95 0 0 0 0 0 103 29 262 8:95 14 0 3 9 82 0 0 0 0 0 108 39 250 HR TOTAL 66 0 15 34 293 0 0 0 0 0 352 88 848 9:00 AM 15 0 0 ] 60 0 0 0 0 0 106 36 229 9:15 1B 0 2 B 65 0 0 0 0 0 101 30 224 OAY TOTAL 193 0 2] 85 ~ i 0 0 0 0 1003 260 2323 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:1C AM - 9:30 AM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total RighC Thru Left North 8:30 AM 0.68 ]0 0 12 ea BS 0 15 East 8:30 AM O. BO ]4 302 0 336 30 90 0 South 8:30 AM 0.00 0 0 0 0 0 0 0 West 8:30 AM 0.99 0 418 124 592 0 ]] 23 Entire Intersection North 8:30 AM 0.68 ]0 0 12 82 85 0 15 East 0.80 34 3`,- 0 3l6 30 90 0 South 3.00 0 - 0 J ~ 0 0 West ~-. 95 0 .. -- 124 592 ]] 23 251 DUNN ENGINEERING ASSOCIAT: Site Code 94036 N-S Street: HORTON LANE E-W Street: RT 25 DAY OF WK THURSDAY Movements by: Primary Total Turning Volumes for the Period: 4:15 HORTON LANE v r'rY.?ti+t' %~: ~:r : ~f~ '~..., ,,,~~ } r yv :~ ~ ~ . . r.;~ 133 140 0 32 ,f~;{,,;; r., 172 99 435 534 0 J 0 r 34 511 477 L 0 0 0 0 ANE N W~--E S 252 DUNK ENGINEERS NG ASSOCIATES Site Code 94036 PAGE: 1 N-E Street: NORTON LANE FILE: INT1]AM E-W Street: RT 25 DAY OF WK THURSDAY Movements by: Pzimary GATE: '!/30/98 Time Prom North From East From South From West Vehicle Begin RT THRU LT RT THRU LT R1' THRU LT RT THRU LT Total 3:30 35 0 9 6 TOG 0 - 0 0 0 92 23 260 3:45 3] 0 < 9 1:2 0 ? ~• 0 0 99 21 280 HR TOTAL ]2 0 5 15 232 0 ~. 0 0 0 191 44 540 ____________________________________________________________ Break ____________________________________..______________ 4:15 3] 0 13 3 116 0 0 0 0 0 101 22 292 4:30 36 0 6 14 131 0 0 0 0 0 11] 1] 317 4:45 3S 0 8 9 121 0 0 0 0 0 115 29 316 HR TOTAL 30] 0 2] 26 36B 0 0 0 0 0 329 68 925 5:00 PM 33 0 5 8 109 0 0 0 0 D 106 31 292 5:15 31 0 12 9 10] 0 0 0 0 0 99 29 2H] 5:30 J6 0 6 ] 115 0 - 0 0 0 D 101 30 295 5:45 31 0 11 5 122 0 0 0 0 0 91 36 296 HR TOTAL 131 0 39 29 453 0 0 0 0 D 39] 126 11]O 6:00 PM 29 0 9 5 109 0 ~ 0 O 0 86 29 265 6:15 JO 0 9 J 39 0 J 0 0 0 82 26 249 DAY TOTAL 369 0 85 78 1291 0 0 0 0 0 1085 291 3149 PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:30 PM DIRECTION START PEAR HR -....... VOLUMES ........ .. .. PERCENTS ... FROM PEAK HOVR FACTOR Right Thzu Left Total Right Thzu Left North 9:15 PM 0.86 140 0 32 1]2 81 0 19 East 4:15 PM 0.88 34 9]] 0 511 ] 93 0 South 4:15 PM 0.00 0 0 0 0 0 0 0 West 4:45 PM 0.94 0 923 119 590 0 ]8 22 _i.`L2 LnCCr3 P.C!iOr: North 9:15 PM ~. 86 390 32 1]2 81 0 19 East J.B9 J4 4]] O 513 ] 93 0 soncn a.oo o o D o c c Wes[ 0.93 0 435 99 539 0 el 19 253 DUNN ENGINEERING ASSOCIATE. Site Code 94036 N-S Street: HORTON LANE E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary Total Turning Volumes for the Period: 2:45 HORTON LANE :• }~fxk:~:$~ti r} fi:,~~vr, 'f{~ :r' 1~~ v$~iti f},.,, v>l~ 5 234 J 105 619 724 o~ 60 611 551 L 0 r- ° -~ o f o f o ANE N W-~--E S 254 DUNN ENGINEERING ASSOCIATES Si[e Code 940]6 PAGE: 1 N-S Street: HOATON LANE FILE: INTI7AM E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary DATE: B/OB/9t Time From Nor[h From East c ram Sou CF From West Vehicle Begin RT THRU LT RT THRV LT 2': ': HRG LT RT THRU LT To[al ____________ _____________ _____ ____ _ ________ ___. _ ___ Break ____.... ___.._ ._.. .._.... _. .. ____ ______. ______ _______ 11:30 39 0 12 19 128 0 0 0 0 0 136 25 359 11:45 42 0 8 18 139 0 0 0 0 0 137 2] 371 HR TOTAL E1 0 20 37 267 0 0 0 0 0 273 52 ];0 12:00 PM 32 0 16 14 127 0 0 0 0 0 1]B 27 3 94 12:15 47 0 14 22 105 0 0 0 0 0 147 24 359 12:30 34 0 12 19 110 0 0 0 0 0 139 19 328 12:45 17 0 9 13 12] 0 0 0 0 0 169 30 3 60 HR TOTAL 130 0 51 63 469 -0 0 0 0 0 62B 300 1441 1:00 PM 25 0 35 9 114 0 0 0 0 0 200 23 386 1:35 23 0 S 12 124 0 0 0 0 0 173 30 367 1:30 23 D 9 5 117 0 J 0 0 0 151 15 315 1:45 22 D 12 10 127 0 .. O 0 0 136 13 320 HR TOTAL 93 0 36 36 4d2 0 D O ~. 0 660 B1 138H 2:00 PM 19 0 30 11 134 0 0 D 0 0 166 19 339 2:15 41 0 1 4 140 O 0 0 0 0 143 22 351 2:30 99 0 5 12 136 0 0 0 0 0 152 26 3B0 2:q5 52 O B 15 195 0 0 0 0 0 153 22 395 NR TOTAL 161 0 24 92 535 0 0 0 0 0 614 B9 1465 3:00 PM 42 0 11 12 141 0 0 0 0 0 158 25 369 3:15 56 0 ] 16 136 0 0 0 0 0 197 32 399 3:30 49 0 9 17 129 0 0 0 0 0 161 26 391 3:45 9B 0 12 14 131 0 0 D 0 0 156 27 3HB R 'TOTAL 195 0 39 59 537 0 0 0 0 0 622 110 1562 DAY TOTAL 660 0 I]0 237 2F=~; 0 ., v 0 2097 432 6586 255 pUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 2 N-S Street: HORTON LANE FILE: INTI~AM E-W Street: RT 29 DAY OF WK SATURDAY Movements by: Primary DATE: B/DB/9. PEAT PF.R IOD ANALYSIS F^R 'lNE PEI23OD: 11: 9:i AM ~ 4:00 ?M DIRECTION STAAT ?EAK HR ........ VOLUMES .. ..... .. PERCENTS .., FROM PEAK HONR FACTOR Right Th ru Lef[ Total Right Thru Left North 2:45 PM 0.93 199 0 35 234 ES 0 15 East 2:30 PM 0.96 55 558 0 617 9 91 0 South 2:30 PM 0.00 0 0 0 0 0 0 0 Nest 13:45 PM o.H6 0 688 9H 286 0 BB 12 Entire Intersection North 2:45 PM 0.93 199 0 35 234 85 0 15 East 0.95 60 551 0 611 10 90 0 South 0.00 0 0 0 0 0 0 0 Weet 0.92 0 619 105 234 0 BS 15 256 DUNN ENGINEERING ASSOCIATE Site Code 94036 N-S Street: YOUNG'S AVENUE E-W Street: RT25 DAY OF WK TUESDAY Movements by: Primary Total Turning Volumes for the Period: 8:30 YOUNG'S AVENUE .yt -{r.: ~s~f. ,'• r •~ 107 5 0 10 8 2 •{ ' r'.•`•+:~~{{..}}rr5c 142 35 341 377 1 J 54 298 234 L 10 70 25 ~ 18 ~ 27 AVENUE N W-~---E 5' zs~ ~UNN ENGINEERING ASSOCIATES Site Code 34036 PAGE: 1 N-S Scree L YOUNG'S AVENUE FILE: INTI9AM E-W Screen RT2S DAY OF WX TUESDAY movements by: Primary DATE: B/25/98 Time From North From East From South From West Vel]icle Begin RT THRU LT RT THRU LT RT THRU LT RT TNRU LT Total _________________________________________________________________________________________________________________________________ 6:30 2 0 4 3 31 1 2 0 1 0 25 g ]J 6:45 1 0 14 3 33 1 D 3 0 O 29 5 8] HR TOTAL 3 D 1B 6 64 2 2 1 I 0 54 9 160 ]: 00 AM 3 1 3 4 40 0 2 0 4 0 53 0 110 ]:15 4 1 S ] 9B 1 1 0 2 0 69 9 142 ]:30 9 5 B 4 55 3 5 0 2 0 ]5 13 1']q 9:45 6 1 16 11 5] 5 2 2 3 0- 59 ] 169 HR TOTAL 1] B 32 26 200 9 ~ ]0 2 it 0 251 29 595 8:00 AM 6 4 1: 12 55 3 4 3 C, I 63 9 17] 8:15 B 3 9 15 54 2 5 9 IO 2 61 6 179 9:30 10 1 19 B SB 2 ~ ] 5 0 69 11 1B9 8:45 9 5 19 14 53 J 10 2 8 0 Bl 6 210 HR TOTAL 33 lJ 58 49 220 10 24 12 29 3 2J2 32 ">'S5 9:00 AM 1] 1 2J IS 59 2 9 ] 5 0 94 B 235 9:15 14 3 21 1] 64 3 B 6 ] 1 99 10 251 nAY TOTAL 09 25 152 113 60] 26 48 28 53 4 990 BB 199H w PEAR PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 9:30 AM DIRECTION• START PEAR NR ........ VOLUMES ........ .... PERCENTS ... FROM PEAR HOUR FACTOR Right Thru Left Total Right Thzu Left North 8:30 AN v.8] 50 10 B2 i92 35 ] 58 East 8:30 AM O.B9 54 234 10 298 18 ]9 3 South 8:30 AM :.83 2] 1B 25 ]C 39 26 36 Wes[ 8:30 AM 0.86 1 391 35 3]] 0 90 9 Entire Intersection North 8:30 AM 0.89 50 10 82 142 35 ] 58 East 0.89 54 239 10 298 18 ]9 ; South 0.83 29 iB 25 ]D 39 26 36 West 0.86 1 341 35 3]] 0 90 9 258 DUNN ENGINEERING ASSOCIATE Site Code 94036 N-S Street: YOUNG'S AVENUE E-W Street: RT25 DAY OF WK TUESDAY Movements by: Primary Total Turning Volumes for the Period: 3:45 L YOUNG'S AVENUE 42 8 1100 150 J 39 394 455 22 J r 52 4814 423 L 9 158 82 40 36 AVENUE 259 DUNK ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-5 Street : YOUNG 'S AVENUE FILE: None E-W St reel : RT25 DAY OF W% : TUESDAY Movements t,y: Fr.mary DATE: 9/01/98 Time From North From Eas[ From Sou th From West Ve Lzicle Begin RT THRU LT RT THRU LT AT THRU LT RT THRU LT Total 3:30 30 1 22 15 103 1 10 9 9 0 9] 9 281 3:q5 30 2 30 B 102 4 30 9 8 4 91 8 286 HR TOTAL 20 3 52 23 205 5 20 13 1] 4 188 1] 56] 4:00 PM 9 1 26 14 108 2 13 8 31 5 11] 9 343 4:15 30 0 22 14 88 2 ] 9 22 B 10] 14 303 4:3D 13 5 22 16 125 1 6 14 21 5 ]9 B 315 4:45 5 0 13 1] 98 2 8 9 15 1 BS ] 255 HR TOTAL 3] 6 83 61 919 ] 39 35 B9 19 388 38 1216 5:00 PM 11 3 2J 9 98 1 ll 5 16 1 93 6 279 5:15 35 6 3E 6 115 2 9 B 16 5 ]9 1] 3 09 5:30 B 3 32 12 i06 1 a: 6 16 2 ]4 B 2 ]9 5:95 3 1 I9 ] ]0 1 8 5 2i 3 ]6 2 216 HR TOTAL 3] 13 110 34 789 5 36 29 69 11 322 33 1083 6:00 PM 5 3 21 B ]] 2 9 e 1] 4 ]1 5 270 6:15 9 2 15 30 69 0 6 ] 19 5 ]0 6 208 >AY TOTAL 103 2] 281 136 1159 19 105 8] 206 93 1039 99 3304 PEAK PERIOD ANALYSIS FOR THE PERIOD : 3: 30 PM - 6: ]0 PM DIRECTI ON START PEAK NR ........ VOL UMEB ... ..... .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 5:00 PM 0.]0 l] 13 110 160 ~ 2J R 69 East 9:30 PM 0.86 48 936 6 490 10 B9 1 South 3:95 PM J. ]6 36 9G 82 158 23 25 52 Wes[ 3:30 PM v.90 3] 912 90 969 9 88 9 Entire Interseceion North 3:45 PM 0.89 42 B 100 150 ZB 5 6] EasC 0.85 62 923 9 489 11 8] 2 South 0.76 36 40 82 158 23 25 52 West 0.8] 22 399 39 455 5 B] 9 z~n DUNN ENGINEERING ASSOCIAT: Site Code 94036 N-S Street: YOUNG'S AVENUE E-W Street: RT25 DAY OF WK SATURDAY Movements by: Primary -------------------------------------------------------------------------- Total Turning Volumes for the Period: 12:00 YOUNG'S AVENUE #~~. }'` i {f r ~~. ~'S~G~:~'f:~ r hyr. 10 2 v ~~~tiNr $? 14 9 505 n RT25 32 578 618 8J 42 447 397 L g 141 71 28 42 AVENUE N W-{-E s 261 ': i:~NN ENGINEER I:JG 4550^_14TES Site Code 99036 PAGE: 1 N-S Street: YOUNG'S AVE NUE FILE: INTI9AM E-W Street: RT25 DAY OF WK SATURDAY Movements by: Primary DATE: 8/22/98 Time From North From East F rom So uth Fzom West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT AT THRU LT Total 11:00 AM 2 0 15 11 102 0 11 ] 25 3 129 ] .312 11:15 12 1 16 12 90 0 20 10 20 4 133 5 323 11:30 B 6 20 15 8] 0 15 6 18 5 190 5 325 11:45 5 9 21 1] 86 0 ] 4 22 2 14] 2 31] HR TOTAL 2] 11 ]2 55 365 0 53 2] BS 14 549 19 12V] 12:00 PM 6 1 25 18 116 1 2 S 22 3 149 5 353 12:15 6 2 26 5 93 9 ] 6 15 0 136 6 306 12:30 11 5 26 9 92 J 2~1 30 16 1 150 30 35] ly q5 12 6 L'_ 30 96 0 .~ ] 15 2 lU 11 339 HR TOTAL 3] 19 58 92 39] B 92 28 '1 B 598 32 1355 1:00 PM 30 1 22 10 B] 1 21 ] 19 1 122 B 309 1:15 9 7 19 4 99 0 1] B 19 2 145 ] 32] 1:30 8 1 21 5 95 2 16 5 16 2 ll6 4 311 1:45 16 2 24 12 B3 3 21 ] 16 2 192 14 342 HR TOTAL 93 ] B6 31 ]64 6 ]5 20 65 ] 595 33 1289 2:00 PM 15 0 20 I1 BB 2 20 5 14 0 151 6 332 2:15 11 4 22 13 94 1 18 6 12 1 141 9 332 2:30 ] 2 1] 9 B6 0 15 9 12 1 133 5 281 2;q5 9 1 21 ] 89 2 11 ] 10 2 129 2 29p "«f HR TOTAL 42 ] 80 40 35] 5 64 22 4g 4 554 22 1245 3:00 PM 14 0 19 10 91 1 1] 6 8 1 13] 5 309 3:15 9 1 22 11 B] 1 ~ :4 4 15 2 191 9 311 3:30 13 1 24 15 99 3 :9 ] -• 0 12] B 322 3:95 12 1 2i 30 30 4 ..- 2 ] I 121 ] 29p 4R TOTAL 98 5 g6 46 J6'< 9 62 19 it 9 526 24 1232 SAY TOTAL 19> 44 422 219 1945 28 296 123 310 3] 2"152 130 6399 262 JUNN ENCI NEE R:NU' As'SO~':'ATES Site Code : 39036 PAGE: 2 N-S Street: YOUNG'S AVENUE FILE: INTI9AM E-W S[eet: RT25 DAY OF WK SATURDAY Movements by: Pri many DATE: 8/22/98 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAK HR ........ VOLUMES .. ...... .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left Nor[h 12 :15 PM O.B9 41 14 95 150 2] 9 63 East 12 :00 PM 0.83 42 39] 8 44] 9 89 2 South 12 :30 PM 0.90 ]1 32 6] 1]0 92 19 39 Nest 12 :00 PM 0.95 8 9]8 32 618 1 94 5 Entire Incersectioc NoRh 12: 00 PM I. BS s9 L9 9B 149 25 9 66 East O.B3 92 19] B 94] 9 89 2 South 0.]] _ 42 28 ]1 141 30 20 50 West 0.95 8 678 32 618 1 94 5 263 OUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: MOORE'S LANE FILE: None E-W Street: RT 25 DAY OF WK WDNESDAY Movements by: Primary DATE: 6/12/96 Total Turning Volumes for the Period: "]: 30 AM - 8:30 AM MOORE'S LANE 40 ~ 0 ~ I24 64 J 49 238 287 o 1 J 94 0 45 227 182 L ~ °~ o f O i o LANE 264 N W-}-E S DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: MOORE'S LANE FILE: None E-W StreeC: RT 26 DAY OF WK : WDNESDAY Movements by: Primary DATE: e/12/9B Time From No: tr. From East 'f'rom Sou[h From West Vekiicle Begin RT THP.1: _. RT THRU LT ... THRV LT ftT THRU LT Total 6:30 11 0 i 3 36 0 0 0 G 0 30 5 88 6:45 SO 0 6 9 30 D 0 0 0 0 42 B L00 HR TOTAL 21 0 9 ] 66 0 0 0 D 0 ]2 13 188 ]:00 AM 14 0 ] 11 36 0 0 0 0 0 98 8 124 T16 12 0 30 B 41 0 0 0 0 0 59 30 135 ]:30 11 0 6 11 44 0 0 0 C 0 61 11 144 ]:46 11 D ] 13 40 O 0 0 0 0 66 14 151 HR TOTAL 48 0 30 43 361 0 0 0 0 0 229 93 559 8:00 AM 10 0 5 ] 9] 0 0 0 0 D 60 13 142 8:15 B 0 6 19 51 0 0 0 0 0 51 11 141 6:30 ~14 0 v 11 90 0 0 0 0 0 55 I1 13] 8:45 12 C B 46 0 D 0 0 0 92 10 122 9R TOTAL 44 0 ...: 90 39] C .~ 0 0 0 208 45 592 9:00 AM 9 ~i 10 3] 0 U 0 '] D 49 ] 119 9:15 11 0 10 93 0 0 0 0 0 40 13 120 'AY TOTAL 133 0 ]1 110 490 0 0 0 0 0 598 121 1523 y~ 'Hi PEAK PERIOD ANALY8I5 FOR THE PERIOD: 6:]0 AM - 9:30 AM DIRECTION START PEAK HR ........ VOLUMES ........ .. .. PERCENTS ... FROM PEAK HOUR FACTOR Righ[ Thzu Left Total Righ[ Thru Left North ]:00 AM 0.89 48 0 30 ]8 62 D 38 Sast "1:3D AM O.B] 46 182 0 22] 20 BO 0 Sou[h ]:]0 AM U. 00 0 0 0 0 0 0 0 West ]-16 RM 0.90 0 2a1 48 289 0 B3 1] Enciie :nceiSecCi c North ]:3U AM 0.85 90 .. 24 64 62 0 JB East i.8] 96 382 0 22] 20 BO 0 Sou[h 0.00 0 0 0 0 0 ~ 0 West 0.90 0 238 49 26] O 83 I] 265 DUNN ENGINEERING ASSOCIATES Site Code 940)6 PAGE= 1 N-S Street: MOORB'S LANE FILE: None E-W Street: RT 25 DAY OF WK WDNESDAY Movements by: Primzry DATE: 8/12/98 To Gal Turning Volumes for the Period: 4:95 PM - 5:95 PM MOORE'S LANE ., f r,... f~~ v.4+y~+}'r }:~: {'~y ~~y~y'•{Yv,•7,i~{ k'$t~ 7 49 0 43 ~~;'.~i'; 92 RT 25 ti 33 i 468 501 of 42 569 527 Lo ~ °-~ o~ o~ o LANE 266 N W-~-~E S DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S St Ye et: MOORE'S LANE FILE: None E-w Street: RT 25 DAY OF WK WDNESDAY Movements by: Primary DATE: B/12/98 Time Fzom NOYU~ FYOm East From SOU[h From West Ve2iicle Begin RT THRU _.. RT THRU LT R'. THRU LT RT THRU LT Total _____________ 3:30 8 0 19 16 121 0 ~ 0 0 0 80 12 251 3:45 5 0 12 9 124 0 0 0 0 0 93 9 9E2 HR TOTAL 13 0 26 25 245 0 0 0 C 0 173 21 90] 4:00 PM B 0 8 6 739 0 0 0 0 0 391 8 310 9:15 5 0 15 7 142 0 0 0 0 0 121 10 300 q.;0 30 0 l4 12 119 0 0 0 0 0 103 12 2 65 4;45 30 0 '_3 1J 126 0 D 0 0 0 310 11 283 HR TOTAL 33 0 60 38 521 0 0 0 0 0 475 91 1158 5:00 PM 12 0 14 B 139 0 0 0 0 0 121 8 3 02 5:15 12 0 B 16 133 0 0 0 p 0 106 B 28; 5:30 15 0 B 5 129 0 0 0 0 0 133 6 2 94 5:45 B 0 i1 ~ 107 0 fi 0 0 0 99 lq 2qp HR TOTAL 47 .. .., 36 508 0 0 O O 0 957 36 1126 6:00 PM 8 ~. - ~~ 30 113 0 0 0 0 121 B 2-10 6:15 8 0 ..e 8 101 0 0 0 0 0 124 7 26p 9AY TOTAL 109 0 190 117 1488 0 0 0 0 0 1350 113 331'1 PEAK PERIOD ANALYSIB FOR THE PERIOD: 3:10 PM - 6:30 PM DIRECTION START PEAK NR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left NorN 4:15 PM 0.89 J7 0 56 93 40 0 60 East 4:95 PM 0.95 92 527 0 569 7 93 D South 9:95 PM G.00 0 0 0 0 D C 0' West 4:00 PM 0.87 0 975 41 516 0 92 B entire incersectio:_ North 4:95 PM' 1.BB 49 0 43 92 53 O 47 East 0.95 92 527 0 569 7 93 0 South 0.00 0 0 O 0 0 0 0 West 0.91 0 468 33 501 0 93 7 267 DUNN ENGINEERING ASSOCIATE Site Code 94036 N-S Street: MOORE'S LANE E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary Total Turning Volumes for the Period: 02:45 i MOORE'S LANE 57 ~ 0 ~ 72 129 63 477 1540 o J r 52 4612 410 L 0 ~ ° -~ 0 0 0 LANE 268 :)O NN ENGINEER] N(: .A S'SOC A''ES Site Code 940]6 PAGE: L N-S Street: MOORE'S LANE FILE: INTI9AM E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary DATE: 8/1%98 Time From No rth From East F rom 6ou th From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 11:00 AM 16 0 10 7 BS 0 0 0 0 0 101 16 292 11:15 15 0 18 12 89 0 0 0 0 0 104 9 240 11:30 1B 0 1B 15 109 0 0 0 0 0 13'1 19 3 16 11:45 19 0 18 14 90 0 0 0 0 0 100 19 2 65 iR TOTAL 66 0 91 98 3'13 0 0 0 0 0 449 63 10]0 12:00 PM 14 0 16 14 88 0 0 0 D 0 105 22 261 12:15 14 0 21 12 101 0 0 0 D 0 105 20 275 .2:30 19 0 35 14 ~0 0 0 0 0 0 129 10 25q .2:45 B 0 ih 9 dB 0 .~ 0 ., 0 93 11 2~5 HR TOTAL 50 0 .. 99 i49 0 0 0 C 0 429 90 1015 1:00 PM 9 0 25 6 89 0 O 0 9 0 113 9 2q9 1:15 19 0 20 9 89 0 0 0 0 0 102 22 254 1:30 14 0 19 22 99 0 0 0 0 0 96 10 2q2 L:45 5 0 19 16 86 0 0 0 0 0 90 18 241 .aR TOTAL 42 0 98 53 339 0 0 0 0 0 408 66 986 !: 00 PM 10 0 25 15 92 0 0 0 0 0 115 11 268 '.: 15 8 0 16 9 99 0 0 0 0 0 105 ~ 2q2 2:30 5 0 15 12 98 0 0 0 0 0 111 14 255 ^:45 15 0 15 14 116 0 D 0 0 0 115 14 2B9 TOTAL JB 0 ~1 4B 405 0 0 0 D 0 446 46 1054 J:00 PM 11 0 24 10 97 O 0 0 0 0 115 19 264 :15 13 0 1`.~ 1] 99 0 0 0 0 110 1} 262 :30 1B 0 id 15 109 0 :? 0 0 0 139 19 316 3:45 19 0 ..c 19 90 0 u 0 0 0 300 19 365 F° TOTAL 59 0 ~5 52 3d4 C 0 0 G 0 969 6B 1100 ' TOTAL 255 O 365 250 1850 0 0 0 O O 2199 313 5232 269 GUNN ENGI NEE R:NG A550']i A""ES Sice Code 94036 PAGE: 2 N-S Stzeet: MOORE'S LANE FILE: ZNTI9AM E-W Street: RT 25 DAY OF WK SATURDAY Movements by: Primary DATE: 8/12/98 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAK HR ..... ... VOLUMES . ....... .... PERCENTS ... FROM PEAK HOUR r'ACTOR Right Thru Left To[al AighC Thru Left North 11:30 AM 0.96 63 0 76 138 96 0 54 Eas[ 2:95 PM 0.89 52 410 0 462 11 89 0 Sou[h 2:95 PM 0.00 0 0 0 0 0 0 0 West 2:95 PM D.RY 0 q90 63 590 0 BB 12 EnCire I nte rseccion No r[h 2:45 PM J. 90 67 0 72 129 49 0 56 Eas[ G.99 52 410 0 962 11 89 0 so~cn o.ao 0 0 0 o D o 0 Weat O.BO o 477 63 540 0 B8 12 270 DUNN ENGINEERING ASSOCIA'i Site Code 94036 N-S Street: MILL LANE/PECONIC LANE E-W Street: SOUND AVENUE DAY OF WK THURSDAY Movements by: Primary -------------------------------------------------------------------------- Total Turning Volumes for the Period: 7:30 SOUND AVENUE MILL LANE/PECONIC LANE .w., 12 19 5 4 ~ ~i 28 ~~ 395 450 48 2 399 369 L 28 84 47 3 34 E/PECONIC LANE N W-~-E S SOUND AVENUE . 433 z~i DUNK ENGINEERING ASSOCIATES Site Code 99036 PAGE : 1 N-S Street: MZLL LANE/PECONIC LANE FILE: None E-W Street SOUND AVENUE DAY OF WK __________ THURSDAY _________________________ _________ ____ Movements by __________________ : Pri ma iy ______________ _______ ______ ____________ DATE : 7/28/9 Time From North From East From South ________ From West _____ _________ Vehicle Begin __________ RT TNAV LT __________________________ ________ RT _____ THRV LT _________________ ____ RT THRU LT _________________ ______ AT THRU _______________ LT _____ 'Total ______________ __________ __________________________ ________ _____ ___________ Erea k _ ___________ ______ ______ _______________ ______ _______ 6:95 0 1 2 1 54 0 5 1 7 9 59 0 139 HA TOTAL 0 1 2 1 54 0 5 1 7 9 59 0 139 7:00 AM 1 1 2 1 70 6 6 1 14 7 105 6 22p 7:15 10 0 I 1 B4 2 3 0 6 8 91 3 208 7:30 6 3 0 0 90 6 9 0 10 16 106 4 250 7:45 3 0 1 1 102 B ] 2 9 15 111 0 259 HR TOTAL 20 9 9 3 346 22 25 3 39 46 433 32 937 8:00 AM 5 3 2 0 97 B 10 0 9 9 97 2 241 8:3E 5 0 1 1 80 6 8 1 19 B E1 1 ill 8:30 0 1 3 1 B7 5 12 1 17 13 96 3 ~;7 8:45 5 0 2 0 BS 6 10 1 19 12 100 1 241 iR TOTAL 15 3 8 2 349 25 40 3 64 42 374 5 930 9:00 AM 3 1 1 1 82 5 7 2 16 8 95 2 223 9:15 2 1 1 1 89 B 12 1 15 9 91 3 233 'AY TOTAL 40 30 16 B 920 60 89 10 141 114 1032 22 2462 PEAK PERIOD ANALYSIS FOR TNS PERIOD: 6: 30 AM - 9: 30 AM DI RBCfZON START PEAK HR .... .. .. VOLUMES .... .... .. .. PERCSNlS ... FROM PEAK HOUR PAC1'OR Right Thru Lef[ Total Right Thru Left North 7:15 AM 0.75 29 5 4 33 73 15 13 East 7:15 AM 0.90 2 373 24 399 1 93 6 South 8:15 AM 0.99 37 5 71 111 33 4 63 West 7:00 AM 0.93 46 413 12 471 10 BB 3 Entire Intersection North 7:30 AM 0.78 19 5 4 28 68 18 19 East 0.90 2 369 28 399 1 92 7 South 0.75 34 3 47 84 40 9 56 West 0.89 48 395 7 450 31 88 2 272 DUNK ENGINEERING ASSOCIAT Site Code 94036 N-S Street: MILL LANE/PECONIC LANE E-W Street: SOUND AVENUE DAY OF WK THURSDAY Movements by: Primary -------------------------------------------------------------------------- 99 SOUND AVENUE Total Turning Volumes for the Period: 5:I5 MILL LANE/PECONIC LANE '{' '. '.r'! • :f~ 14 5 6 4 r.+ `xn1 15 6 582 604 16 J 6 SOUND AVENUE 1 590 583 L 25 11 ~ 7 ~ 7 E/PECONIC LANE 273 N W-~-E S OUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: MILL LANE/PECONIC LANE FILE None E-W Street: SOUND AVENUE DAY OF WK THURSDAY Movements by: primary DATE : 7/28/9: Time From Nor[h From East From South From West Vehicle Begin RT TNRU LT RT THRV LT RT TNRU LT RT THRU LT Total 3:30 1 2 0 0 102 1 2 1 2 2 108 2 223 3:95 3 1 0 0 BS 2 0 1 5 3 95 0 195 HR TOTAL 4 3 0 0 187 3 2 2 '/ 5 203 2 418 4:00 PM 1 0 0 1 100 0 1 2 2 6 132 1 246 9:15 2 D 0 0 133 1 0 1 1 2 125 2 267 4:30 2 1 1 0 106 0 3 2 0 2 143 3 263 9:45 0 1 0 0 115 0 1 1 3 4 I51 2 278 HR TOTAL S 2 1 1 454 1 5 6 6 14 551 8 1054 5:00 PM 4 1 0 1 116 0 0 3 2 1 120 1 249 5:15 1 0 0 0 148 1 1 3 1 2 160 4 321 5:30 1 3 1 I 153 _ 2 2 1 3 3 152 0 321 5:45 2 2 2 0 191 1 1 2 2 5 191 0 299 HR TOTAL B 6. 3 2 557 4 4 9 B 11 573 5 1190 6:00 PM 1 1 1 0 142 2 3 1 5 6 129 2 293 6:15 0 1 0 0 126 1 0 0 1 4 128 1 262 OAY TOTAL 18 13 5 3 1466 11 14 IB 27 40 1584 18 3217 ~-- PEAR PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:30 PM DIRECTION START PEAK IRt ..-.-... VOLUMES ........ ..-. PERCENTS ... FROM PBAK HOUR FACTOR Right Thru Left Total Right Thru Left Nor[h 5:00 PM 0.71 8 6 3 17 47 35 18 East 5:15 PM 0.95 1 583 6 590 0 99 1 South 5:15 PM 0.69 7 ] 11 25 28 28 94 Wes[ 5:15 PM 0.91 16 582 6 604 3 96 1 Entire Intersection North 5:15 PM 0.63 5 6 4 IS 33 40 29 East 0.95 1 SB3 6 590 0 99 1 South 0.69 7 'l 11 25 2B 28 49 West 0.91 16 582 6 604 3 96 I 274 DUNN ENGINEERING ASSOCIAT Site Code 94036 N-S Street: HORTON'S LANE E-W Street: SOUND AVENUE DAY OF WK THURSDAY Movements by: Primary ---------------------------------------------------------------------------- Total Turning Volumes for the Period: 8:15 SOUND AVENUE HORTC r 11 3814 341 L 32 37 13 10 60 18 310 354 26 99 42 13 44 LANE SOUND AVENUE Z~s DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: HORTON'S LANE FILE: None E-W Street: SOUND AVENUE OAY OF WX THURSDAY Movements by: Primary DATE: 8/11/9 Time From North From East From South From West Vehicle Begin RT TNRU LT RT THRU LT RT TNRU LT RT THRU LT Total 6:30 5 2 3 3 91 3 6 5 6 4 58 6 142 6:45 2 2 6 2 39 4 6 1 9 5 69 11 156 HR TOTAL 7 4 9 5 BO 7 12 6 15 9 127 17 298 7:00 AM 3 3 5 2 57 6 9 3 7 2 71 10 178 7:15 5 2 7 5 61 9 10 2 12' 3 65 11 187 7:30 5 2 5 4 57 3 6 3 7 4 61 4 161 7:95 9 6 5 1 69 5 30 1 4 6 89 10 210 HR TOTAL 17 13 22 12 294 18 35 9 30 15 286 35 736 8:00 AM 5 4 6 2 72 8 2 5 3 6 81 11 205 B:15 6 5 2 3 75 3 6 1 7 7 64 3 182 8:30 12 1 4 1 97 5 14 1 4 6 66 3 213 8:95 8 4 3 1 85 15 15 5 15 6 94 7 258 HR TOTAL 31 14 -15 7 329 31 37 12 29 29 305 23 -858 9:00 AM 11 3 1 6 B9 9 9 6 16 7 86 6 294 9:15 6 2 5 4 57 B 6 3 7 9 64 4 170 DAY TOTAL 72 36 52 34 794 73 99 36 97 60 868 BS 2306 •.._. PSAA PERIOD ANALYBIB FOR TRS pSRIOD: 6:30 AM - 9:30 AM DIASCTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOVR PACTOR Right Thru Left To [al Right Thru Left North 7:95 AM O.BB 27 16 17 60 45 27 28 East 8:15 AM 0.93 11 341 32 384 3 B9 8 Sou[h 8:30 AM 0.72 49 15 92 101 44 15 92 West 8:15 AM 0.83 26 310 18 359 7 BB 5 Entire Intersection North 8:15 AM 0.88 37 13 10 60 62 22 17 East 0.93 11 341 32 384 3 89 B Sou[h 0.71 49 13 92 99 44 13 92 West 0.83 26 310 18 354 7 88 5 276 DUNN ENGINEERING ASSOCIAT; Site Code 94036 N-S Street: NORTON'S LANE E-W Street: SOUND AVENUE DAY OF WK THURSDAY Movements by: Primary ----------------------------------------------------------------------------- Total Turning Volumes for the Period: 5:00 NORTON'S LANE .r .~ + y ,1 j r{ •l 96 33 42 I19 ' r 94 J SOUND AVENUE 34 361 439 44 J 36 SOiIND AVF.Ni7F: r 31 4514 387 L 123 67 ~ 31 ~ 25 z~~ N W~--E S DUNK ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street : HORTON'S LANE FILE : None E-W Street : SOVND AVE.WE DAY OF WR THURSDAY Movements by: Primary DATE : 8/11/9 Time From North F rom East From So uth From Wes t Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 3:30 1 2 1 0 92 12 5 g 30 2 75 g 216 3:45 ] 30 3 6 110 10 ] 2 14 12 H2 B 271 HR TOTAL 8 12 9 6 202 22 12 10 24 14 15] 16 4B7 9:00 PM - 2 6 2 3 110 7 6 9 15 15 106 B 2B9 9:15 6 3 3 2 93 9 6 9 1] 9 83 4 243 4:70 B 9 4 S 95 11 5 10 12 B BS 5 257 q:95 7 11 3 6 g2 9 6 9 11 9 82 g 243 HR TOTAL 23 29 12 16 380 36 23 37 55 91 355 2S 1032 5:00 PM ] 12 5 10 B4 10 8 ] 15 10 BB 6 262 5:15 5 9 6 6 95 6 5 B 17 ] g6 10 260 5:30 11 10 9 B lOB 9 9 ] 19 13 91 10 300 5:45 10 11 3 ] 100 11 3 9 16 14 96 g 2gg HR TOTAL 33 42 19 31 3B] 36 25 31 67 99 361 34 1110 6:00 PM B B 2 6 95 B 6 11 13 B 03 9 255 6:15 6 B 3 4 B1 5 3 5 B 7 79 5 214 DAY TOTAL 7g 99 40 63 1195 107 69 94 165 114 1035 09 3098 .-_ PEAR PERIOD ANALYS IS FOR THS PERIOD: 3: 30 PM - 6: 30 PM DIRECTION START PEAR HR -....... VOLUMES ........ .... PERCENTS ... FROM PEAR HOUR FACTOR ____ Right Thru __________________ Left _____ TOtal __________ ______ Right ______ Thru _____ _ Left ____________ North ________ 5:00 PN _____ _________ 0.90 33 92 19 94 35 _ 45 _____ 20 East 3:95 PM 0.91 16 40B 37 461 3 g9 B SouCh 5:00 PM 0.88 25 31 67 123 20 25 59 West 5:00 PM 0.93 94 361 34 439 10 82 B Entire Intersection North 5:00 PM 0.90 33 42 19 94 35 49 20 East 0.91 31 387 36 454 ] BS B South O.BB 25 31 67 123 20 25 54 West 0.93 44 361 34 439 30 82 B 278 DUNN ENGINEERING ASSOCIAT Site Code 94036 N-S Street: HORTON'S LANE E-W Street: SOUND AVENUE DAY OF WK SATURDAY Movements by: Primary -------------------------------------------------------------------------- 586 SOUND AVENUE Total Turning Volumes for the Period: 11:30 HORTON'S LANE 11 16 20 47 16 612 703 75 18 573 526 L 29 107 49 18 40 LANE 27J N W-~---E S SOUND AVENUE 672 DUNN ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street: NORTON'S LANE FILE: None E-W Street: SOUND AVENUE DAY OF WK SATURDAY Movements by: Pri mary DATE: 8/15/3 Time From Noz th From Eas[ Fzom So uth From West Vehicle Begin RT THRU LT RT THRU LT RT TNRU LT RT THRU LT Total 11:00 AM 0 4 9 3 123 6 8 3 B 9 131 3 302 11:15 5 6 B 1 112 8 14 9 13 19 154 6 355 11:30 3 5 7 4 124 11 E 6 12 20 164 6 370 11:45 2 4 3 6 137 5 13 5 12 12 141 6 346 HR TOTAL 30 19 22 14 496 30 43 23 95 60 590 21 1373 12:00 PM 2 3 3 4 118 4 7 3 13 21 137 0 315 12:15 9 4 7 4 197 9 12 4 12 22 170 4 399 12:30 3 7 9 2 98 6 9 8 13 B 110 3 275 12:95 0 3 4 4 153 7 32 9 10 13 153 3 366 HR TOTAL 8 17 23 14 516 26 90 19 48 64 570 30 1355 1:00 PM 1 2 7 6 131 7 6 9 B 14 169 4 359 1:15 2 0 3 14 101 4 7 9 8 19 89 5 756 1:30 3 4 12 3 121 3 6 2 6 10 119 9 788 1:45 4 2 6 3 129 7 2 4 17 10 109 7 300 HR TOTAL 30 8 28 26 482 21 21 14 39 53 4B1 20 1203 DAY TOTAL 28 44 73 54 1494 77 1 09 96 132 177 1641 51 3931 '-- PEAK PERIOD ANALYS IS FOR THE PERIOD : 11: 00 AM - 2: 00 PM DSRECTI ON START PEAK HA ........ VOLUMES ........ .... PERCHNTS ... FROM ________ PEAK HOUR _________________ FACTOR _________ ____ Right Thna __________________ Left _____ Total __________ __ Right Thru Left North 11:00 AM 0.67 10 19 22 51 ____ ______ 20 _______ 37 _____ 43 East 12:15 PM 0.88 16 929 29 579 3 92 9 South 11:19 AM 0.80 42 23 90 119 37 20 43 West 11:30 AM 0.90 79 612 16 703 11 87 2 Entire Inters ec ticn Nozth 11:30 AM 0.78 11 16 20 47 23 34 43 East 0.90 18 526 29 973 3 92 9 South 0.89 40 18 99 107 37 17 96 West 0.90 79 612 16 70l 11 87 2 280 DUNK ENGINEERING ASSOCIAT Site Code 94036 N-S Street: YOUNG'S AVENUE E-W Street: SOUND AVENUE DAY OF WK TUESDAY Movements by: Primary -------------------------------------------------------------------------- Total Turning Volumes for the Period: 8:30 SOUND AVENUE 12 I 6 22 J 6 384 439 49 J YOUNG'S AVENUE ., • r }; f14 4 N 4 7 __ SOUND AVENUE r 6 4016 353 L 80 34 ~ 2 ~ 44 AVENUE N W-~---E S 432 zap DUNK ENGINEERING ASSOCIATES Site Code 990]6 PAGE 1 N-S Street : YOUNG'S AVENUE FILE_ None E-W Street : SOUND AVENUE DAY OF WK TUESDAY Movemen[s by: Pri mary DATE_ 8/Oq/9B Time From North From East From So uth FYOm West Vehicle Hegin RT THRV LT RT THRU LT RT THRU LT R2 THRV LT Total 6:30 0 0 0 0 28 3 4 0 3 0 52 0 90 6:45 1 0 1 1 47 4 5 0 6 B 93 2 168 RR TOTAL 1 0 1 1 76 7 9 0 9 8 145 2 258 7:00 AM 2 0 1 3 SB 5 9 1 6 ] 71 0 163 ]:IS 3 1 0 0 67 3 2 0 7 5 107 0 195 7:30 1 0 0 0 77 1 B 2 4 6 90 4 193 7:49 0 0 1 0 ]6 10 10 1 4 16 130 1 248 HR TOTAL 6 1 2 3 2]7 19 29 4 21 34 398 5 7g9 8:00 AM 1 3 4 2 7l 6 ] 0 6 11 82 0 199 8:15 0 1 1 2 B3 11 9 5 9 13 85 2 221 8:30 9 1 1 0 ]9 13 12 1 ] 8 BS 3 2 IO g;q5 2 9 0 1 101 19 15 0 8 19 92 2 258 HR TOTAL ] 9 6 5 336 44 43 6 30 51 344 ] 888 9:00 AM 4 1 2 3 83 9 7 1 30 30 106 0 236 9:15 2 0 1 2 94 11 30 0 9 12 101 1 243 ^AY TOTAL 20 11 12 19 865 90 98 11 79 115 1094 15 2424 _-._ PEAK PERIOD ANALYSIS FOR THS PERIOD : 6: 30 AM - 9: 30 AM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thzn Left Nor[h 8:00 AM 0.69 ] 9 6 22 32 91 27 bas[ 8:30 AM 0.88 6 353 97 906 1 B] 12 South 8:15 AM 0.91 93 ] 34 84 51 B 40 WesC 7:15 AM 0.]7 38 909 5 452 B 90 1 Entire Intersec tion North 8:30 AM 0.79 12 6 4 22 55 27 IB Eas[ O.BB 6 353 47 406 1 B] 12 Sou[h 0.87 49 2 34 80 66 2 42 West - 0.95 49 384 6 439 21 B] 1 282 DUNN ENGINEERING ASSOCIAT Site Code 94036 N-S Street: YOUNG'S AVENUE E-W Street: SOUND AVENUE DAY OF WK MONDAY Movements by: Primary -------------------------------------------------------------------------- Total Turning Volumes for the Period YOUNG'S AVENUE SOUND AVENUE 3 7 4 14 14 400 466 52 J 46 SOUND AVENUE 6 542 490 L 95 40 8 47 AVENUE 283 451 4:15 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: YOVNC'S AVENUE FILE: None E-W Street: SOVND AVENUE DAY OF WK MONDAY Movements by: Primary DATE 8/03/9. Time From North From East From South From Wes[ Vehicle Hegin RT THAU LT RT THRU LT RT THRU LT RT THRV LT Total _____________ 3:30 3 3 1 0 96 10 7 3 6 13 69 1 212 3:45 2' 9 D 4 140 6 30 3 12 11 B3 0 275 HR TOTAL 5 7 1 4 236 16 17 6 1g 24 152 1 4B7 9:00 PM 3 3 0 1 107 15 14 5 8 13 79 1 2gg 4:15 0 0 3 0 114 11 16 3 9 15 98 4 271 4:30 1 3 1 3 117 13 B 3 30 33 106 6 283 4:45 1 1 2 2 123 8 11 1 7 13 93 2 26q HR TOTAL 5 7 4 6 461 47 49 12 34 54 376 12 1D67 5:00 PM 1 3 0 1 136 14 12 1 14 11 103 3 299 5:15 1 3 0 2 110 7 14 4 B 18 102 1 270 5:30 2 4 0 2 67 2 S 2 B 7 97 1 197 5:49 2 1 1 2 69 13 7 6 9 B B7 3 zgg HR TOTAL 6 11 1 7 3B2 36 38 13 39 94 3B9 B 974 6:00 PM 0 1 0 2 70 2 9 1 4 8 B1 1 179 6:15 2 0 1 1 65 3 8 3 6 5 76 0 170 DAY TOTAL 18 26 7 20 1219 104 121 35 101 135 1074 22 2979 ___ PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:30 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 3:30 PM 0.71 B 10 2 20 t0 50 10 East 9:19 PM 0.90 6 490 46 542 1 90 B South 3:45 PM 0.90 4B 14 J9 101 48 14 39 WesC 4:30 PM 0.95 55 904 11 970 12 B6 2 Entire Interaection Nor[h 4:15 PM 0 JO 3 7 4 14 21 50 29 East 0.90 6 490 46 542 1 90 B Sou[h 0.85 47 8 40 96 49 B 42 West 0.94 52 400 14 466 11 86 3 284 DUNN ENGINEERING ASSOCIATE Site Code 94036 N-S Street: YOUNG'S AVENUE E-W Street: SOUND AVENUE DAY OF WK SATURDAY Movements by: Primary ----------------------------------------------------------------------------- Total Turning Volumes for the Period: 11:30 , enrmm nvi.?tariF: YOUNG'S AVENUE 3 22 2 L.. 2 7 14 687 794 93 4 555 491 L 60 116 48 9 59 AVENUE N W-~-E S SOUND AVENUE 748 gas DVNN ENGZNEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: YOVNG'S AVENUE FILE: None E-W Street: SOUND AVENUE DAY OF WK SATURDAY Movements by: Primary DATE: 8/15/9 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total _____________319_____ 11:00 AM 2 3 2 0 129 6 8 0 9 10 152 3 11:15 0 3 1 0 121 7 12 1 10 10 177 3 353 11:30 1 5 0 1 139 19 15 0 10 18 1B7 3 393 11:45 0 6 1 0 106 21 1B 1 13 23 156 4 349 HA TOTAL 3 17 4 1 9B5 53 53 2 42 69 672 13 1414 12:00 PM 0 5 1 3 112 B 14 5 14 28 161 3 354 12:15 2 6 0 0 139 12 12 3 11 24 1B3 4 396 12:30 0 5 1 1 118 30 19 2 21 17 131 2 327 12:45 2 9 1 0 147 7 14 1 12 12 1B8 0 388 HR TOTAL 9 20 3 4 516 37 59 11 58 81 663 9 1465 1:00 PM 1 9 1 1 136 16 17 0 12 18 173 2 381 1:15 1 2 1 1 117 13 14 9 13 7 126 1 300 1:30 0 3 0 0 129 B 12 1 13 12 133 4 315 1:45 2 3 2 2 133 9 30 1 11 9 129 4 315 FIIt TOTAL 4 12 4 4 515 46 53 6 49 46 561 11 1311 JAY TOTAL 11 49 11 9 1516 136 165 19 149 196 1896 33 4190 -~~ PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AN - 2:00 PM DIRECTION BTART PEAK HR ........ VOLUMES ...... .. .... PSRCSNTS ... FROM PHAK HOUR FACTOR Right Thru Left Total Aight Thru Left North 11:30 AM 0.89 3 22 2 27 11 81 7 East 12:15 PM 0.95 2 590 46 6B7 0 92 8 South 11:45 AM 0.79 63 11 S9 133 47 B 94 Weat 11:J0 AM D. 94 93 687 14 794 12 87 2 Entire Intersection North 11:30 AM 0.89 3 22 2 27 11 81 7 East 0.90 4 991 60 555 1 BB 11 South D.88 59 9 4B 116 51 B 91 West 0.94 93 687 14 794 12 87 2 286 DUNN ENGINEERING ASSOCIAT Site Code 94036 N-S Street: MOORE'S LANE E-W Street: SOUND AVENUE DAY OF WK THURSDAY Movements by: Primary ---------------------------------------------------------------------------- Total Turning Volumes for the Period: 8:30 MOORE'S LANE y$. ., 0 0 0 0 , 0 J 242 SOUND AVENUE 0 320 341 21 J 35 SOUND AVENUE r 0 2511 216 L 68 26 ~ 0 ~ 42 LANE 2a~ N W-~-E S DVNN ENGINEERING ASSOCIATES Site Code 9a 036 PAGE : 1 N-S Street : MOORE'S LANE FILE : None E-W Stzeet : SOUND AVEN VE DAY OF WK THURSDAY Movements by: Primary DATE ]/30/9 Time From Nort h F rom East From Sou th From West V chicle Hegin RT THRU LT RT THRU LT RT THAU LT RT THRU LT 't'otal ___________ 6:30 __________ 0 0 0 0 31 5 3 0 3 3 41 0 86 6:95 0 0 0 0 40 9 2 0 5 4 48 0 108 HA TOTAL 0 0 0 0 71 14 S 0 E 7 B9 0 194 ]:00 AM D 0 0 0 36 6 6 0 5 10 54 0 117 7;15 D 0 0 D 29 7 E 0 6 9 76 0 134 ]:30 0 0 0 0 39 12 15 0 B 12 67 0 153 7:45 0 0 0 0 50 12 11 0 9 B 77 0 167 HR TOTAL D 0 D 0 159 37 90 0 28 39 273 0 571 8:00 AM D 0 0 0 46 11 13 0 5 9 69 0 153 8:15 0 0 0 0 34 9 8 0 B 6 58 0 123 8:30 0 0 0 0 90 B 5 0 9 9 62 0 128 8:45 0 0 0 D 61 8 19 0 6 B 79 0 176 HR TOTAL D 0 0 0 1B1 36 40 0 28 27 268 O 580 9:00 AM 0 0 0 0 56 9 11 0 6 5 91 0 178 9:15 0 0 0 0 59 10 12 0 5 9 BB 0 178 DAY TOTAL 0 0 0 0 521 106 108 0 75 B2 809 0 1701 ~-.-- PEAK PERIOD ANALYSIS POR THB PERIOD : 6:30 AM - 9:30 AM DIRECTION START PEAK HR ........ VOLUMES ...... .. .... PERCENTS ... FROM PEAK HOVA FACTOR Right Thru Left To[al Right Thru Left Nozth 12:00 AM 0.00 0 0 0 0 0 0 0 East 8:30 AM 0.91 D 216 35 251 0 86 14 Sov[h ]:30 AM 0.84 47 0 30 ]] 61 0 39 WesC 8:30 AM 0.89 21 320 0 391 6 99 0 Entire Intersec tion North 8:30 AM 0.00 0 0 0 0 0 0 0 East 0.91 0 216 35 251 0 86 14 South 0.85 42 0 26 68 62 0 38 West 0.89 - 21 320 0 341 6 94 0 288 DUNN ENGINEERING ASS OCIAT: Site Code 94036 N-S Street: MOORE'S LANE E-W Street: SOUND AVENUE DAY OF WK THURSDAY Movements by: Primary ---------------------------------------------------------------------------- Total Turning Volumes for the Period: 4:00 MOORE'S LANE SOUND AVENUE 0 0 0 0 J 0 287 335 48 39 SOUND AVENUE . 0 424 385 L 84 41 0 43 LANE 289 DUNK ENGINEERING ASSOCIATES Site Code 94036 - PAGE: 1 N-S Street: MOORE'S LANE FILE: None E-W Street: SOUND AVENUE pAY OF WK THURSDAY Movements by: Primary DATE: 7/30/9 Time From EasC From South From West V From NOrth ehicle Begin RT THRU LT RT THRV LT RT THRU LT RT THRU LT Total 3:30 0 0 0 D 73 9 14 0 15 14 55 0 180 3:45 0 0 0 0 84 7 E 0 10 9 69 0 187 HR TOTAL 0 0 0 0 157 16 22 D 25 23 124 0 367 q;00 pM 0 0 0 0 95 6 10 0 6 5 87 0 209 4:15 0 0 0 0 76 16 9 D 8 10 66 0 1E5 4:30 0 0 0 0 B1 6 13 0 11 13 65 0 SB9 4:45 0 0 0 D 333 11 11 0 16 20 69 0 260 HR TOTAL 0 0 0 0 3B5 39 43 0 41 4B 287 0 843 5:00 PM 0 0 0 0 86 9 12 0 14 E 74 0 203 5:15 0 0 0 0 73 4 14 0 7 9 75 0 177 5:30 0 0 0 0 65 6 11 0 13 16 79 0 190 5:45 0 0 0 0 79 6 3 0 B 16 B3 0 195 HR TOTAL 0 0 0 0 303 26 40 0 42 44 311 0 765 6:00 PM 0 0 0 0 84 11 9 0 12 12 R1 0 X09 6:15 0 0 0 0 69 E B 0 9 13 74 0 179 DAY TOTAL 0 0 0 0 99B 99 122 0 129 138 B77 0 2363 pHAK PERIOD ANALYSIS FOR THE PBRIOD: 3:30 PM - 6:30 PM DIRECTION START PEAK HR ........ VOLVMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 12:00 AM 0.00 0 0 0 0 0 0 0 East 4:00 PN 0.74 0 385 39 929 0 91 9 South 4:30 PM 0.91 50 0 4B 98 51 0 49 West 5:30 PM 0.94 55 317 0 372 15 BS 0 Entire Intersec tlon North 4:00 PM 0.00 0 0 0 0 0 0 0 East 0.74 0 3B5 39 924 0 91 9 South 0.78 43 0 41 84 51 0 49 West 0.91 4B 2B7 0 335 14 86 0 290 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S SC ree t: MOORE'S LANE FILE: None E-W Street: SOUND AVENUE DAY OF WK SATURDAY Movements by: Primary DATE: B/OB/9: Total Turning Volumes for the Period: 11:15 AM - 13:15 PM MOORE'S LANE SOUND AVENUE 0 0 0 0 0 561 634 73 J 55 SOUND AVENUE r 0 42144 369 L 116 48 0 68 LANE 62 291 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE : 1 N-S Street: MOORE'S LANE FILE: None E-W Street: BOUND AVENUE DAY OF WK SATOROAY Movements by: Primary PATE: B/DB/9: Time Fzom Nor[h From Ea st From South From West Vehicle Hegin RT THRU LT RT THRV LT RT THAV LT RT THRV LT Total 11:00 AM 0 0 0 0 R3 11 13 0 3 14 140 0 264 11:15 0 0 0 0 92 18 17 0 12 27 142 0 708 11:30 0 0 D 0 99 15 13 0 6 12 137 0 282 11:45 0 0 0 0 79 11 16 0 11 11 153 0 Zg7 HR TOTAL 0 0 0 0 349 55 59 0 32 79 572 0 1141 12:00 PM 0 0 0 0 103 11 22 0 19 13 129 0 297 12:15 0 0 0 0 B2 4 10 0 13 16 105 0 230 12:30 O 0 0 0 65 7 15 0 14 27 135 0 263 12;85 0 0 0 0 R4 16 17 0 16 24 B1 0 23E HR TOTAL 0 0 0 0 334 38 64 0 62 BO 950 O 3028 1:00 PM O 0 0 0 96 18 11 0 B 22 88 0 2i3 1:15 0 0 0 0 lOB 15 13 0 11 24 124 0 295 1:30 O 0 0 - 0 83 10 15 0 31 12 131 0 262 1:45 0 0 0 0 63 B 16 D 6 16 119 0 228 HR TOTAL 0 0 0 0 350 51 55 O 36 74 462 0 1028 2:00 PM O 0 D 0 65 2 7 0 4 20 76 0 17'4 2:15 0 D 0 0 90 5 10 0 9 22 eB p 224 2:30 0 D 0 0 87 6 6 0 10 14 116 D 239 2;q5 0 0 0 0 335 15 18 0 20 11 B1 D 280 "~-- 2 TOTAL 0 0 0 0 377 2B 41 0 93 67 361 0 917 3:00 PM 0 0 0 0 118 9 13 D 16 30 BB 0 274 ~; 15 0 0 0 0 100 9 9 0 24 30 93 0 245 ;;;p 0 0 0 0 135 14 10 0 5 19 81 0 264 3:95 0 0 0 0 94 12 9 0 11 29 78 0 233 ~. TOTAL 0 0 0 0 947 44 91 0 56 BB 34D O 1016 Y TOTAL 0 0 0 0 1857 216 260 D 229 383 2185 0 513 O 292 DUNK ENGZNEERING ASSOCIATES Site Code 99036 PAGE: 2 N-S S[reeG: MOORE'S LANE FILE: None E-W SC reet: SOUND AVENUE DAY OF WK SATURDAY Movements by: Primary DATE: g/OB/9 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAK HR ..... ... VOLUMES . ....... .... PERCENTS ... PROM PEAK HOUR FACTOR _______ Right ___________ Thru Left ______________ Total _______ Right Thru Left __________ North ______________ 12:00 AM ______ 0.00 0 0 0 ____ 0 __________ 0 _______ 0 _____ 0 East 2:45 PM O.g9 0 488 47 535 0 91 9 South 12:00 PM 0.77 64 0 62 126 51 0 49 West 11:00 AM 0.93 74 572 0 696 11 89 0 Entize l nteraection Norcn ll:ls AM o.o0 0 0 0 0 0 0 0 East 0.93 0 369 55 129 0 B7 13 Sou[h 0.71 68 0 98 116 59 0 91 Weet 0.91 73 561 0 634 12 B8 0 293 DVNN ENGINEERING ASSOCIATES PAGE: 1 Site Code 94036 FILE: None N-S Street: MAIN ST/RT 25 -W Street: RT 28 SAY OF WK :THURSDAY Movements by: Primary DATE: ]/30/98 9'c.;.a :. Turning Volumes for Lhe Period: 8:30 AM - 9:30 AM MAIN ST/RT 25 p l 0 ~ IO 0 J 0 0 273 156 L 117 RT .y8 iJ 239 333 9~ J 172 'r:(}:f{ ~.{;r,•v';}'. ~ 64 0 108 {•x1C ftiv}f{ ~ti x 211 •~r fi r. . ti?{ }~~: }11f rrr MAIN ST/RT 25 N W~--E S 2g4 D;iNN ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street: MAIN ST/RT 25 FILE: None E-W SCreeC: RT HB DAY OF WK THURSDAY Movements by: Primary DATE: 7/30/98 From North From East From South From West Vehicle Time Begin RT THRU L1' AT THRV LT RT THRU LT RT THRU LT Total 6:30 0 0 0 0 26 9 16 0 16 18 29 0 114 6:45 0 0 0 0 21 7 10 0 15 15 37 0 117 HR TOTAL 0 0 0 0 47 16 34 0 31 33 66 0 22'1 7:00 AM o 0 ~ 0 24 12 26 0 17 9 48 0 136 7.15 0 0 0 0 22 13 21 0 7 11 67 0 141 7:30 0 0 0 l3 2B 28 0 19 17 65 0 185 7.45 0 0 0 30 22 19 D 12 16 58 0 165 IR TOTAL 0 0 - 0 117 75 94 O 50 53 2]8 0 629 8:00 AM 0 0 -- 0 99 24 25 D 15 20 60 0 168 8:15 0 0 0 40 25 2B 0 11 18 52 0 174 8:30 0 C ~ 0 33 20 22 0 14 17 99 0 153 8:95 0 0 0 46 }3 29 0 11 24 53 0 201 IR TOTAL 0 0 0 161 102 109 0 51 04 214 0 716 900 AM 0 D 0 D 42 }4 33 0 25 26 76 0 236 9:15 0 0 0 0 37 30 29 0 19 22 61 0 1H8 SAY TOTAL 0 0 0 0 404 257 289 0 171 218 655 0 1999 ~~ PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:}0 AM - 9:10 AM DIRECfI ON START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEA Y. HOUF FACTOR Right Thru Left Total Righ[ Thru LeR 0 0 0 0 D 0 0 North--~-~ 12:J0 AY ::. DO Sast B:iO Av _86 0 156 117 27l 0 57 93 South B: ii A" 0.75 112 D 61 173 b5 0 35 WeaC 8:30 AM "+~82 94 219 0 333 20 72 0 ' EntiYe InteYSection North 8:30 AM 0.00 0 D 0 0 0 0 0 East 0.86 0 156 117 27l 0 57 93 South 0.79 108 0 64 172 63 0 37 WeaC O.B2 94 2J9 0 333 28 72 0 295 Site Code 94036 N-S Street: MAIN ST/RT 25 W Street RT 4B DUNK ENGINEERING ASSOCIATES PAGE: 1 FILE: None E- Movements by: Primary DATE: '//3O/9E DAY OF WR THURSDAY '. r.a: '!':-~rning Volumes Eor Che Period: 4:49 PM - 5:45 PM MAIN ST/RT 25 I0 L___ o 563 383 180 0 218 323 105 J 374 168 ~ 0 ~ 206 MAIN ST/RT 25 tiff{.•~~•{L~.' 1ti••5f{ { 9rt{}l L .'. k t 0 0 0 .~.'t~~,r~fi sew o~ 2J6 v:!NN ENGZNEERi NG ASSOCIATES PAGE: 1 Site Code 94036 FILE: None N-S SCreet: MAIN ST/RT 25 E-W Street: RT 4B Movement s by: Primary DATE: x/30/98 DAY OF WK THURSDAY Fr om East F zom South Fz om Wes[ Vehicle F rom North Time AT THAO LT RT THRU LT RT THRU LT Total i RT THRU LT n Beg ________ _ _____ ________ ____ 0 60 43 43 0 31 30 39 0 246 3:30 0 0 0 ' 0 52 31 46 0 49 25 96 D 2 19 3:45 0 0 0 0 112 94 89 0 80 55 115 0 525 NR TOTAL 0 0 D 0 61 40 50 D 43 26 58 0 296 4:00 PM 0 0 0 59 43 42 0 SO 21 49 0 264 9:15 0 0 0 0 49 32 39 0 4B 25 50 0 250 4:30 0 ~ 0 125 S1 55 0 53 28 52 0 364 4 95 0 0 _ 0 294 166 186 0 199 100 216 0 1156 HA TOTAL 0 0 0 31 42 50 0 40 33 45 0 301 5:00 PM 0 0 ~~ D Bo 99 56 0 94 29 SB 0 315 5:15 0 0 0 B1 40 95 0 J1 2D 63 0 2B0 5:30 0 u 0 '15 36 39 0 39 ~ 55 0 294 5:95 0 U 0 333 165 18B 0 149 B4 221 0 L140 9R TOTAL 0 0 - 0 91 29 40 0 24 24 50 0 238 6:00 PM 0 0 C 93 34 33 0 20 25 59 D 242 6:15 0 0 0 0 0 BB3 468 536 0 469 289 659 0 3301 lAY TOTAL 0 0 0 v PEAK PERIOD ANALYSIS FOR THE PERIOD : J:30 PM - 6: 30 PM DIRECTI ON START PEAK HR ...... .. VOLUMES ... ..... ~~~' PERCENTS ... i: FACTOR Right Thru Leff Total Right Thru Left FROM PEAK NOO . NOY[h 12 -' A+~ ___ :.. oD _". o 0 o D u o a 80 0 0 3B3 190 563 0 6B l2 East 4:.5 PM . 89 200 0 1B5 385 52 0 48 South 4:.i0 P" J. B3 O 99 240 0 339 29 91 0 West 3:45 PM . Entire I ntersection North 4:45 PM 0.00 0 0 0 0 0 0 0 80 0 D 383 1B0 563 0 68 32 East . 89 U 206 0 16B 3"14 55 .. 95 South . 9"1 0 105 218 D 323 33 59 0 West . 297 DUNK ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street: MAIN ST/RT 25 FILE: None E-W Street: ftT 48 DAY OF WK SATURDAY Movements by: Primary DATE: B/OB/9B To Cal T-~:rning Volumes Eor the Period: 1::00 AM - 12:00 PM RT 48 MAIN ST/RT 25 0 ~ 0 ~ 0 0 0 476 671 195 0 0 510 247 263 RT 48 729 395 142 0 253 /RT 25 N W+E S 298 Ot:VN ENGINEER;Ni: ASSOCIATES PAGE: 1 Site Code 94036 FILE: None N-S Street: MAIN ST/RT 25 E-W Street: RT 48 Movements by: Primary DATE: B/OB/9R DAY OF WK SATURDAY F North F rom Eas [ Fr om Sou th From Weat Vehicle Time rom AT THRU LT RT THAU LT RT THRU LT Total Hegin AT THRU LT 0 60 61 5R 0 30 49 128 0 394 11:00 AM 0 0 0 0 65 64 72 0 _ 40 55 130 0 426 11:15 0 0 0 0 R1 R3 66 0 36 43 128 0 4 37 11:30 0 0 0 0 91 55 57 0 2B 9H 90 0 319 11:45 0 0 0 0 247 263 253 0 192 195 476 0 1576 HR TOTAL 0 D 0 0 70 67 69 0 26 42 124 0 3 93 12:00 PM 0 0 0 39 94 52 0 46 99 62 0 2 98 12:15 0 0 - 0 45 54 59 0 32 32 7B 0 271 12:30 0 D - 0 45 50 60 0 39 37 118 0 349 12:45 0 0 -. 0 I99 215 272 0 12J 160 3112 0 1311 HR TOTAL 0 0 0 0 83 2B 56 0 39 32 58 0 291 1:00 PM 0 0 0 D 65 53 57 0 43 35 92 0 345 1:15 0 0 0 0 51 65 42 0 19 51 99 0 327 1:30 0 0 0 0 30 30 36 0 20 29 64 0 209 1:95 0 0 0 0 0 229 176 191 0 116 197 313 0 1172 HR TOTAL D 0 0 87 56 30 0 46 33 53 0 305 2:00 PM D 0 0 0 58 62 56 0 40 34 75 0 325 2:15 D 0 0 D 49 45 61 0 45 3H 65 0 303 2:30 0 0 D 0 135 71 95 0 27 43 53 0 374 ,_ 2.45 0 0 0 0 329 239 192 0 158 148 246 0 130") HR TOTAL 0 0 0 0 96 65 61 0 52 37 73 0 3H4 ]:00 PM 0 D ~ 0 52 50 5] 0 43 39 71 0 308 3:15 0 0 .. 0 Bo 73 Sf 0 38 20 41 0 314 3:30 0 0 0 66 50 Td 0 4: 22 93 0 294 3:45 0 ~ - 0 1:2 2l8 220 0 174 118 228 0 1280 HR TOTAL 0 0 DAY TOTAL 0 0 0 0 1306 1126 1088 0 713 768 1645 0 664 6 299 OIR: `i ENGINEERING ASSO~:ATES PAGE: 2 Site Code 94036 FILE: None N-S Street: MAIN ST/RT 29 E-W DAY Street: OF WK RT 4B SATURDAY Movements Dy: Primary GATE: S/OB/98 PEAK PERIOD ANALYSZS FOR THE PERIOD: 11:00 AM - 9:00 PM OI RECTION PROM PE START AR HOUR PEAK HR FACTOR ........ VOLUMES ........ Right Thzu Left Total ..-. Right PERCENTS ... Thru Left North 12 :00 AM 0.00 0 0 0 0 D 0 0 East South 2 11 :95 PM :00 AM 0."16 0.88 0 369 259 628 ~ 253 0 192 395 0 64 59 0 91 36 Nest 11 :00 AM ~~. 91 195 496 C 601 29 O1 0 Ent ue Inte rsea ion North ll :l0 AM G.00 0 0 0 0 0 0 0 East South 0.98 0.88 0 249 363 510 253 0 142 395 0 64 4B 0 52 36 West 0.91 195 496 0 601 29 O1 0 300 Site Code 94036 N-S Street: RT 114 (NORTH FERRY RD) E-N Street: MIDNAY RD DAY OF NK THURSDAY DUNN ENGINEERING ASSOCIATES PACE: 1 FILE: NENENYSA Movements by: Primary DATE: 8/04/98 Total Turning Volumes for the Period: 7:15 AM - 8:15 AN RT 114 (NORTH FERRY RD) ;'fl'is~:4: J<:;' 6 .{.:~~v t~< 67 93 f~~<E~~ MIDWAY RD ~: 3 0 11 gJ 69 5 64 O NORTH FERRY RD) r 0 0 0 r~Y~' MIDWAY RD s,...... 30i DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: RT 114 (NORTH-FERRY RD) FILE: NENENYS! E-N Street: MIDWAY RD DAY Of NK THURSDAY Movements W: Primary DATE: 8/04/98 Time Fran North From East From South From West Vehiele Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT total 6:30 0 14 0 0 0 D 0 4 1 1 0 1 21 6:45 1 13 0 0 0 0 0 8 0 2 0 2 26 NR TOTAL 1 27 0 0 0 0 0 12 1 3 0 3 47 7:00 AM 0 20 0 0 0 0 0 3 0 1 0 0 - 24 7:15 1 24 0 0 0 0 0 11 2 3 0 0 41 7:30 1 21 0 0 0 0 0 19 0 0 0 0 41 7:45 2 24 0 0 0 0 0 16 0 2 0 1 45 HR TOTAL 4 89 0 0 0 0 0 49 2 6 0 1 151 8:00 AM' 0 20 0 0 0 0 0 18 3 3 0 2- 46 g:15 1 18 0 0 0 0 0 13 2 1 0 2 ;7 g:3p 3 9 0 0 0 0 0 15 2 1 0 3 33 8:45 1 18 0 0 0 0 0 21 2 1 0 2 45 HR TOTAL 5 65 0 0 0 0 0 67 9 - 6 0 9 .161 9:00 AM 2 19 0 D 0 0 - 0 14 0 2 0 3 40 9:15 2 14 0 0 0 0 0 13 0 - 2 0 2 33 DAY TOTAL 14 214 0 0 0 D 0 155 12 19 0 18 432 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6: 30 AM - 9:30 AM DIRECTION START PEAK NR ....-... VOLl1MES ........ .... PERCENTS ... FROM PEAK NWR FACTOR Right Thru L eft Total Right Thru Left North 7:00 AM 0.89 6 89 0 93 4 96 0 East 7:00 AN 0.00 0 D 0 0 0 0 0 South 8:00 AM 0.83 0 67 9 76 0 88 12 Nest 8:30 AM 0.80 6 0 10 16 38 0 62 Entire Intersection North 7:15 AM 0.89 4 89 0 93 4 96 0 East 0.00 0 0 D 0 0 0 0 South 0.82 0 64 5 69 0 93 7 Nest 0.55 8 0 3 11 73 0 27 302 DUNN ENGINEERING ASSOCIATES Site Code 94036 N-S Street: RT 114 (NORTH FERRY RD) E-W Street: MIDNAY RD DAY OF NK THURSDAY Movements by: Primary Total Turning Volumes for the Period: 4:00 PM - 5:00 PM RT 114 (NORTH FERRY RD) #:e fug 92 .s.. tsa:.l'a 91 J 0 16 J 10 99 13 86 0 NORTH FERRY RD) r O O PAGE: 1 FILE: NENENYSA DATE: 8/04/98 0 >xt yttty `+.. **J MIDWAY RD 31~~'` 303 DUNN ENGINEERING ASSOCIATES iite Code 94036 PAGE: 1 N-S Street: RT 116 (NORTH FERRY RD) FILE: WENENYSA -W Stree[: MIDWAY RD SAY OF WK : THURSDAY Movements by: Primary DATE: $/04/98 Time From Nor th Fran East From South Fram West Veh icle egin RT THRU LT RT THRU LT RT THRU L7 RT THRU LT Total 3:30 1 75 0 D 0 0 0 17 2 - 3 0 2 40 3:45 3 17 0 0 0 0 0 18 3 - 1 0 3 45 i TOTAL 4 32 0 0 0 0 0 35 5 4 0 5 85 '~:00 PM 2 22 0 0 0 0 0 21 2 2 0 0 49 .; 15 4 18 0 0 0 0 0 19 4 2 0 1 48 4:30 2 19 0 0 0 0 D 22 5 4 0 3 55 4:45 3 21 0 0 0 0 0 24 2 2 0 2 54 TOTAL 11 80 0 0 0 0 0 86 13 10 0 6 206 5:00 PM 1 19 0 0 0 0 0 16 4 3 0 2 ~ 45 ;15 6 10 0 0 0 0 0 20 3 3 0 5 45 :30 2 8 0 D 0 0 0 19 2 2 0 6 ~ 37 5:45 1 9 0 0 0 0 0 19 1 7 0 3 34 Ho TOTAL 8 46 0 0 0 0 0 74 10 9 0 14 167 .,.00 PM 2 8 0 0 0 0 D 12 3 2 0 2 29 6:15 1 4 0 0 0 D 0 13 1 0 0 2 21 DAV TOTAL 26 170 0 0 0 D 0 220 32 25 0 29 502 .-,., PEAK PERIOD ANALYSIS FOR THE PERIOD: 3: 30 PM - 6:30 PM DIRECTION START PEAK NR ........ VOLUMES ........ .... PERCENT S ... FROM PEAK NOUR FACTOR Right Thru Left Total Right Thru Left North 4:00 PM 0.95 11 80 0 9T 12 88 0 East 4:00 PM 0.00 0 0 D 0 0 D 0 South 4:00 PM 0.92 0 86 t3 99 0 87 13 West 4:30 PM 0.75 12 0 12 24 50 0 50 Entire Intersection North 4:00 PM 0.95 11 80 D 91 12 88 0 East 0.00 0 0 0 0 0 D 0 South 0.92 0 86 13 99 D 87 13 West 0.57 10 0 6 16 62 0 38 304 DUNN ENGINEERING ASSOCIATES iite Code 94036 PAGE: 1 N-S Street: RT 114 (NORTH FERRY RD) FILE: WENENYSA 4-W Street: MIDNAY RD AY OF WK SATURDAY Movements by: Primary DATE: 8/22/98 Total Turning Volumes for the Period: 1:15 PM - 2:15 PM '~""~ MIDWAY RD RT 114 (NORTH FERRY RD) ~::r4f~nY`F ~tJ ~:y:~~ j::::~>: ~: rt °~~ ~ ~~156 18 140 I 0 ? ~e^;;n3}~%~; 158 J. 19 0 30 11 J r 149 12 137 0 NORTH FERRY RD) N W-}-E S 0 0 0 MIDWAY RD <~'a'Mt :ter;:, } 305 DUNN ENGINEERING ASSOCIATES Site Cade 94036 PAGE: 1 N-S Street: R7 114 (NORTH FER RY RO) FILE: NENENYSA E-N Street: MIDNAY RD )AY OF WK SATURDAY - Movements by: Primary DATE: 8/22/98 Time Fran North Fran East From South Fran West Vehicle tegin RT THRU LT RT THRU LT RT TNRU LT RT THRU LT Total ---------- -----•--°-------- -------------- ---- -------- --- Break ------ ------ --------- ---------- ------ - ------ --------------- 12:00 PH 5 24 0 0 0 0 0 17 1 0 0 7 54 12:15 12 28 0 0 0 0 0 26 2 5 0 7 80 ?:30 6 26 0 0 0 0 0 30 2 2 0 5 71 .2:45 9 25 0 0 0 0 0 35 3 5 0 4 81 HR TOTAL 32 103 0 0 0 0 0 108 8 12 0 23 2!86 :00 PM 5 19 D 0 0 0 0 35 1 1 D 7 bg 1;15 4 32 0 0 0 0 0 39 3 5 0 1 84 ':30 3 30 0 0 0 D 0 29 2 3 0 10 T7 :45 7 45 0 0- 0 0 0 36 4 1 0 4 97 NR TOTAL 19 126 0 D 0 0 0 139 10 - 10 0 22 326 :00 PM 4 33 0 0 0 0 0 33 3 Q 0 4 79 ;15 4 26 0 0 0 0 0 27 2 2 0 3 64 2:3p 1 23 0 0 0 0 0 30 1 2 0 5 62 '-.45 3 35 0 D 0 0 0 36 2 3 0 4 83 N TOTAL 12 117 0 D 0 0 0 126 8 9 0 16 288: 3:00 PM 10 38 0 0 0 0 0 32 2 3 D 2 87 , __ 15 9 29 0 0 0 0 0 27 2 2 0 3 72 30 6 45 0 0 0 D 0 21 4 2 0 3 81 3:45 0 32 0 0 0 0 0 24 3 3 0 4 66 HI' TOTAL 25 144 0 0 0 0 0 104 11 10 0 12 306 ~A TOTAL 88 490 D D 0 0 0 477 37 41 0 73 1206 306 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 2 N-S Stree[: RT 114 (NORTH FERRY RD) FILE: WENENYSA :-W Street: MIDWAY RD SAY OF WK SATl1RDAY Movements by: Primary DATE: 8/22/98 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAK HR ........ VOLIRAES .. ...... .... PERCENTS ... FRON PEAK HOUR FACTOR Right Thru Left Total Right Thru Left NortM1 2:45 PM 0.86 28 147 0 175 16 84 0 East 2:45 PM 0.00 D 0 0 0 0 0 0 South 1:00 PM 0.89 0 739 10 149 0 93 ~ 7 West 12:15 PM 0.75 13 0 23 36 36 0 64 Entire intersection - North 1:15 PM 0.76 18 140 0 158 11 89 0 East 0.00 0 0 0 0 0 0 0 South 0.89 0 137 12 149 0 92 8 West 0.58 11 0 19 30 37 0 63 307 DUNN ENGINEERING ASSOCIATES Site Code 94036 PACE: 1 N-S Street: RT 714 (NORTH FERRY RD) FILE: WENENYSA E-W Street: ST. MARY'S DAY OF WK THURSDAY Movements try: Primary DATE: 8/04/98 Total Turning Vol ones for the Period: 8:30 AN - 9:30 AN RT 114 (NORTH FERRY RD) :` "' ST. MARY' S 10 30 0 40 J $ ~ 0 76 68 J r 120 84 ~ 36 ~ 0 NORTH FERRY RD) 0 0 0 ~:: ST. MARY'S ...:~:~"`..A 308 DUNN ENGINEERING ASSOCIATES rite Code 94036 N-S Street: RT 114 (NORTH FERRY RD) PAGE: T FILE: WENENYSA ~-W Street AY OF WK : ST. MARY'S THURSDAY Movements by: Primary DATE: 8/04/98 Time ,9qn From North RT THRU LT From East RT THRU L7 From South RT THRU LT From West RT TNRU LT Vehicle Toial 6:30 i:45 t TOTAL 7 2 3 6 7 13 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 3 0 7 2 9 77 8 10 18 0 0 0 0 1 1 21 32 53 ':00 AM :15 i:30 7:45 I TOTAL 1 1 2 7 5 8 72 13 10 43 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 D 0 0 S 0 8 0 7 0 9 0 29 73 8 14 21 56 11 11 74 18 54 0 0 0 0 - 0 2 - 1 6 3 12 40 41 56 62 199 B: 00 AM -.75 30 8:45 NR TOTAL 3 7 1 4 9 8 b 6 9 29 0 D 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 5 0 8 0 10 0 32 20 19 75 25 79 27 17 17 78 73 0 0 D 0 0 4 D 2 2 8 65 48 49 68 I 230 I _00 AM 9:15 3 2 8 7 0 0 0 0 0 D 0 0 0 11 0 7 24 20 ~ 19 14 0 0 1 3 66 53 DAY TOTAL 22 100 0 0 0 0 0 86 190 ~ 778 0 25 607 .._. _. PEAK PER10D ANALYSIS FOR THE PERIOD: 6: 30 AN - 9:30 AN DIRECTION START PEAK HR -....... VOLUMES ........ .-.. PERCENT S ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 7:75 AN 0.83 7 43 0 50 14 86 0 East 7:15 AN 0.00 0 0 0 0 0 0 0 South 8:30 AM 0.86 0 36 84 120 0 30 70 West 7:30 AM 0.83 70 0 73 83 84 0 16 - Entire Intersection North 8:30 AM 0.77 10 30 0 40 25 75 0 East 0.00 0 0 0 0 0 0 D South 0.86 0 36 84 120 0 30 70 West 0.95 68 0 8 76 89 0 17 309 ;ite Code 94036 N-S Street: RT 114 (NORTH FERRY RD) -W Street: ST. MARY'S SAY OF WK THURSDAY DUNN ENGINEERING ASSOCIATES PAGE: i FILE: NENENYSA Movements by: Primary DATE: 8/04/98 Total Turning Volumes for the Period: 4:30 PM - 5:30 PM RT 114 (NORTH FERRY RD) 23 38 0 61 J ST. MARY'S 27 0 123 96 r 170 98 ~ 72 ~ 0 NORTH FERRY RD) 0 0 0 ST. MARY' S , ;`,`';'; 3~0 DUNN ENGINEERING ASSOCIATES :ite Code N-S Street: 94036 RT 114 (NORTH FERRY RD) PAGE: 7 FILE: WENENYSA '.-N S[reet: AY OF UK 57. MARY'S THURSDAY Movements by: Primary DATE: 8/04/96 Time e9jn Fran North RT THRU LT From East RT THRU Li From South RT THRU LT .F RT rom Nes THRU t LT Veh acle Tollal 3:30 3:45 t TOTAL 6 7 73 14 77 37 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 12 0 22 27 20 47 18 72 30 0 0 0 4 3 7 ?9 T7 750 5:00 PM ~: 15 4:30 4:45 TOTAL 4 5 5 3 17 12 10 14 70 46 0 D 0 0 D 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 12 0 8 0 19 0 21 0 60 18 27 32 27 98 .14 19 27 23 83 0 0 D 0 0 B 7 11 4 30 68 70 108 88 334 5:00 PN :15 :30 5:45 HR TOTAL 8 7 3 6 24 6 8 12 11 37 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ 0 16 0 16 D 12 0 13 0 57 22 17 77 14 70 26 20 22 78 86 0 0 0 0 0 6 6 3 2 77 84 74 69 64 291 _..00 PM 6:15 - 4 2 7 8 0 0 - 0 D 0 0 0 0 0 15 0 10 78 12 14 10 0 0 D 1 58 43 DAY TOTAL 60 129 0 0 0 D D 164 245 223 - 0 55 876 ___ PEAK PERIOD ANALYSI S FOR THE PERI00: 3: 30 PM - 6:30 PM DIRECTION FROM START PEAK HOUR PEAK HR FACTOR ....... Right . VOLUMES Thru Lef[ ........ Total .... Right PERCENT Thru S ... Left North East South Nest 3:30 PM 3:30 PM 4:30 PM 4:75 PM 0.78 0.00 0.83 0.87 22 0 0 95 53 0 72 0 D 0 98 26 75 0 770 123 29 0 0 77 71 0 42 0 0 0 58 23 - Entire Intersec tion North Eas[ South Nest 4:30 PM 0.80 0.00 0.83 0.81 23 0 0 96 38 0 72 0 0 0 98 27 61 0 170 123 38 0 0 78 62 0 42 0 0 0 58 22 311 DUNN ENGINEERING ASSOCIATES PAGE: 1 Site Code 94036 N-S Street: RT 114 (NORTH FERRY RD) FILE: WENENYSA :-W Street: ST. MARY'S iAY OF WK SATURDAY Movements by: Primary DATE: 8/22/98 Total Turning Volumes for the Period: 1:45 PM - 2:45 PM RT 114 (NORTH FERRY RD) 6 16 0 22 125 J r 0 . 0 0 L 0. ST. MARY'S 222 191 31 0 NORTH FERRY RD) 312 DUNN ENGINEERING ASSOCIATES ti [e Code N-S Street: 94036 Ri 114 (NORTH fERRY RD) PAGE: i FILE: HENENYSA `-N Street: AY OF WK ST. MARY'S SATURDAY Movements by: Primary DATE: 8/22/98 Time egin Fran North RT THRU LT RT Fran East THRU LT F RT rom South TNRU LT RT From hest THRU LT Veh iie le Total ----'-'--- ----' --'--'-- --- Break --'°- --'-'-- -------'- ---'----- ------- --'-' °---___________ 12:00 PM ,,,: 15 ':30 12:45 HR TOTAL 2 2 2 5 11 6 8 1 ; 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D D 0 13 13 12 12 50 30 32 31 36 129 34 37 25 39 135 0 0 0 0 0 0 1 2 0 3 8:5 93 T3 95 346 .:00 PM 1:15 :30 .45 HR TOTAL 0 1 1 3 5 1 3 b 3 13 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 D 0 0 0 16 3 6 1 26 33 34 40 51 158 21 36 26 26 109 0 0 0 0 0 i 2 6 7 14 72 79 83 97 325 00 PM ~.15 2:30 45 H TOTAL 2 1 0 3 6 4 b 3 4 17 0 0 0 0 0 0 0 0 D 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 7 13 10 8 38 53 45 42 39 179 37 34 28 30 129 0 0 0 D 0 3 1 2 3 9 106 100 8S 87 378 3:00 PM 15 .30 3:45 H! TOTAL 2 2 0 3 7 6 7 10 7 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 3 6 2 18 35 29 27 23 114 39 29 39 24 131 0 0 0 0 0 1 3 1 3 8 90 _ 73 83 62 308 ______________ DA. 70TAL ____________ 29 ______ 78 ______________ D ____ 0 _________ 0 __________ 0 ________ 0 _______ 132 _________ 580 ____ 504 0 34 _____________ 1357 3~3 DUNN ENGINEERING ASSOCIATES PAGE: 2 ;ito Code 94036 N-S Street: RT 114 (NOR TH FERRY RD) FILE: WENENYSA -W Street: ST. MARY'S Movements fry: Primary DATE: 8/22/98 AY OF WK SATURDAY PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK NOUR FACTOR Right Th ru Left Total Right Thru Left North 3:00 PM 0.93 7 30 0 37 19 81 0 East 3:00 PM 0.00 0 0 0 0 0 D 0 South 1:45 PM 0.93 0 37 197 222 0 74 86 West 2:45 PM 0.91 137 0 8 145 94 0 6 Entire Intersection North 7:45 PN 0.79 6 76 0 22 27 73 0 - East D.00 0 0 0 0 0 0 0 South 0.93 0 37 191 222 0 74 86 West 0.86 125 0 13 138 97 D 9 374 DUNN ENGINEERING ASSOCIATES >ite Code 94036 PAGE: 1 N-S Street: RT 114 (NORTH FERRY RO) FILE: WENENYSA ?-W Street: MANWARING RD - ~AY OF WK WEDNESDAY Movements by: Primary DATE: S/OS/98 Total Turning Volumes for the Period: 8:30 AM - 9:30 AM RT 114 (NORTH FERRY RD) MANWARING RD ?`'z ~%r "~` 25 0 0 :.., ~::.k: r :::>::::,a 0 o~ 40 151 111 J r 131 105 ~ 0 ~ 26 NORTH FERRY RD) 25 3S 0 ~:.~:: :. MANWARING RD :...> 315 DUNN ENGINEERING ASSOCIATES iite Code 94036 N-S Street: RT 114 (NORTH FERRY RD) PAGE: 1 FILE: kENENYSA :-W Street SAY OF WK : MANNAR[NG YEDNESDAY RD Movements by: Primary DATE: 8/05/98 rime egin RT From North THRU LT Fran East RT THRU LT Fran South RT THRU LT Fran Wes RT THRU t LT Veh icle Total Break -- ----~°---- -°° --~--- ------- ------- ------ -~------------- 6:45 t TOTAL 0 0 0 0 0 D 2 2 1 0 1 0 0 0 0 0 8 B b 6 9 9 0 0 26 26 7:00 AM ~:15 ':30 ,~:45 HR TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ 4 0 6 7 17 4 0 6 - 0 3 0 6 0 19 0 ~ 4 0 3 0 7 0 2 0 16' 0 8 16 75 31 70 6 11 23 79 59 7 6 8 10 31 0 0 0 0 0 ;3 42 62 TS 2 12 :00 AM 8:15 o;3p 45 hK To7AL 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 - 2 4 6 6 18 10 0 9 0 3 0 9 0 31 0 6 0 7 D 5 D 4 0 22 0 17 29 24 32 102 ~ ~ 18 79 17 29 » 14 9 7 7 37 0 0 0 0 0 67 77 62 87 293 00 AM 1g 0 0 0 0 0 0 ______ B 5 _____ 15 0 77 0 ___________ 70 0 7 0 _____________________ 25 24 _______ _____ 38 27 11 15 0 0 __ 707 89 _____________. ____________ DHr TOTAL _________ ___ 0 _________ D _____ 0 __ 50 77 0 55 0 229 213 103 0 Y,- 72T PEAK PERIOD ANALYSIS FOR THE PERIOD: 6: 30 AM - 9:30 AM DIRECTION FROM START PEAK HOUR PEAK NR FACTOR ______ ....... Right ___________ . VOLUMES Thru Left __________ ........ Total ___________ ______ .... Right ______ PERCENTS ... Thru Left ____________ ________ North East South Uest ____ ________ 12:00 AM 8:30 AM 8:15 AM 8:30 AM _____ ________ D.00 0.68 0.94 0-77 0 25 26 117 0 0 38 0 0 110 40 0 0 63 736 151 0 40 19 74 0 60 0 26 0 D B1 0 Eniire intersection North East South Uest 8:30 AM 0.00 D-68 0.91 0.77 0 25 26 777 0 0 38 0 0 705 40 0 0 63 131 151 0 40 20 74 0 60 0 26 0 0 80 D 316 DUNN ENGINEERING ASSOCIATES Site Code 94036 N-S Street: RT 174 (NORTH FERRY RD) E-W Stree[: MANWARING RD )AY OF WK WEDNESDAY Movements by: Primary Total Turning Vol ones for the Period: 3:30 PM - 4:30 PM RT 114 {NORTH FERRY RD) ~~w ~1f.TT DTLI/~ DT 0 0 0 0 J o 73 207 134 J PAGE: 7 FILE: WENENYSA DATE: 8/05/98 r 1 134 20 9 75 L o Ft:~i,: ~4 1lT 1lT.lTTT1T/+ T\T~ .... \:::~. 168 132 0 36 NORTH FERRY RD) 317 DUNN ENGINEERING ASSOCIATES Si to Code 94036 N-S Street: RT 114 (NORTH FERRY RD) -W Street: MANWARING RD SAY OF WK NEDNESDAY Movements by: Primary Time Fran North From East Fran South ey;n RT THRU LT RT THRU LT RT THRU LT 3;30 0 0 0 45 21 0 ~ 6 0 38 3:45 0 0 0 35 23 0 9 0 39 TOTAL 0 0 0 80 44 0 15 0 77 i:00 PM 0 0 0 30 76 0 13 0 31 1:15 0 0 0 24 15 0 8 0 24 4:30 0 0 0 32 18 0 8 0 32 4:45 0 0 0 41 23 0 6 0 30 TOTAL 0 0 0 127 Tt 0 35 0 117 5:00 PM 0 0 0 29 16 0 7 0 30 ;15 0 D 0 29 17 0 5 0 29 :30 0 0 0 34 7 0 10 D 21 5:45 0 0 0 40 12 0 9 0 28 HR TOTAL 0 0 0 132 52 0 31 0 108 _.00 PM 0 0 0 19 15 0 2 0 31 6:15 0 0 0 24 10 0 4 0 27 DAY TOTAL 0 0 0 382 193 0 87 _ 0 360 PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PM - 6:30 PN DIRECTION START PEAK NR ........ VOLUMES ........ FRON PEAK HWR FACTOR Right Thru Left Total North 12:00 AN 0.00 0 0 0 0 East 3:30 PM 0.79 134 75 0 209 South 3:30 PN 0.86 36 0 132 168 West 3:30 PN 0.85 134 73 0 207 Entire Intersection North 3:30 PM 0.00 0 0 0 0 East 0.79 134 75 0 209 South 0.88 36 0 132 168 West 0.85 134 73 0 207 PAGE: 1 FILE: WE NENYSA DATE: 8/05/98 From Nes t Vehicle RT THRU LT Total 45 16 0 171 35 19 0 160 80 35 0 331 30 20 0 140 24 18 0 113 32 17 0 139 41 13 0 154 127 68 0 546 29 -17 0 12H 29 18 0 127 34 22 0 12B 40 11 0 - 140 732 68 0 523 ~' 19 16 0 102 24 10 0 9q 382 '197 0 1601 .... PERCENTS ... Right ______ Thru ______ Left _____ 0 0 0 64 36 0 21 0 79 65 35 0 0 0 D 64 36 0 21 0 79 65 35 0 318 Site Code 94036 N-S Street: RT 114 (NORTH FERRY RD) E-W Street: WEST NECK RD DAY OF WK WEDNESDAY Dl1NN ENGINEERING ASSOCIATES PAGE: 1 FILE: WENENYSA Movements by: Primary ~ DATE: 8/05/98 Total Turning Volumes for the Period: 8:30 AM - 9:30 AM RT 114 (NORTH FERRY RD) WEST NECK RD 64 0 85 149 45` 66 111 f o <::::r~ #:i:::i~:::E WEST NECK RD ~>r~`: r- ° -~ o f o f o NORTH FERRY RD) 105 148 43 ~o 319 DUNN ENGINEERING ASSOCIATES Site Lode 94036 PAGE: 1 N-S Street: RT 1 14 (NORTH FERRY RD) - FILE: WENENYS0. E-W Street: WEST NECK RO DAY OF WK NEDNESDAY - Movements by: Primary - DATE: 8/05/98 Time From North ~ Fran East From Sou th Fram Wesi Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 1 0 5 11 1 0 0 0 0 0 3 4 25 6:45 0 0 8 - 9 1 0 D 0 0 - 0 6 5 29 iR TOTAL 1 0 13 20 2 0 0 0 0 0 9 9 54 7:00 AM 2 0 6 8 2 0 0 0' 0 0 8 3 29 7:15 3 0 11 12 5 0 0 0 0 0 5 7 43 7:30 1 0 19 19 1 0 0 0 0 0 12 9 61 7:45 7 0 17 24 - 12 0 0 0 0 D -12 tt 84 R TOTAL 13 0 53 63 20 0 0 0 0 0 37 31 217 8:00 AM 13 0 23 25 5 0 0 0 0 0 - 10 9 85 3:15 12 0 24 34 7 0 0 0 0 0 14 14 105 3630 8:45 °: TOTAL 17 15 57 0 13 0 19 0 79 21 30 140 7 D 9 D 28 D 0 '0 0 0 0 0 0 0 0 - 0 0 0 14 ~ 11 49 9 10 42 81 94 36S - /:00 AM 17 0 33 - 22 9 0 0 0 0 0 22 17 120 9:15 15 D 20 32 18 0 0 0 0 0 19 9 113 f`^Y TOTAL ~ 103 0 198 247 77 0 0 0 0 0 136 108 869 PEAK PERIOD ANALYSIS FOR 7HE PERIOD: 6:30 AM - 9:30 AM. DIRECTION START PEAK MR ....... . VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Totat Right Thru Left North 8:15 AM 0.75 61 0 89 -150 41 0 59 East 8:30 AM 0.74 105 63 0 148 71 29 0 South 8:30 AH 0.00 0 D 0 0 0 0 0 West 8:15 AM DJ1 D 61 50 111 0 55 -45 Entire Intersectim North 8:30 AM 0.75 64 0 85 149 43 0 57 East 0.74 105 43 0 148 71 29 0 South 0.00 0 0 0 0 0 0 0 West 0.71 0 66 45 111 0 59 41 320 DUNN ENGINEERING ASSOCIATES Site Code 94036 N-S Street: RT 114 (NORTH FERRY RD) .-H Street: HEST NECK RD JAY OF WK HEDNESDAY Movements hy: Primary PAGE: 1 FILE: HENENYSA DATE: 8/05/98 Total Turning Volumes for the Period: 4:45 PM - 5:45 PM RT 114 (NORTH FERRY RD) 178 WEST NECK RD 78 0 1188 266 J 0 r 1 171 27 1 100 L ~::~. WEST NECK RD '~~~"~~ >.av?» :.:::s 0 0 0 0 NORTH FERRY RD) 321 DuNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: i N-S Street: RT 114 (NORTH FERRY RD) - FILE: WENENYSA. E-W Street: WEST NECK RD )AY OF WK WEDNESDAY Movements by: Primary DATE: 8/05/98 Time Fran North Fran East From South Fran West Veh icle 1e95n RT THRU LT RT THRU LT RT TNRU LT RT TNRU LT Total 3:30 9 0 38 24 19 0 0 0 0 0 20 13 723 3:45 20 0 42 33 19 0 0 0 0 0 25 18 75T R TOTAL 29 0 80 - 57 38 0 0 0 0 0 45 31 280 4:00 PM 11 0 57 37 21 0 0 0 0 0 22 27 163 ;75 77 0 46 40 20 D 0 D 0 0 30 ZO 1T3 4:30 70 D 45 43 24 0 0 0 0 0 28 24 1T4 4:45 18 0 42 46 27 0 0 0 0 0 29 22 1T8 2 TOTAL 56 0 184 166 86 0 0 0 0 0 109 87 688 5:00 PM 24 0 47 44 23 0 0 0 0 ~ 0 24 17 179 ;;15 20 0 47 - 39 26 0 0 0 0 0 37 19 182 ;3p 16 0 52 - 42 30 0 D 0 0 b 32 15 787 5:45 18 0 50 34 22 0 0 0 0 0 27 79 770 uo TOTAL 78 0 - 196 759 107 0 D - 0 0 0 114 70 7785 ,,:00 PM 14 0 44 32 25 0 0 0 0 0 30 24 169 6:15 15 0 40 33 24 0 0 0 0 0 25 23 160 pey 7piAL 192 D 544 447 274 0 0 0 0 - 0~ 323 235 2075 ___ - PEAK PERIOD ANALYSIS FOR THE PERIOD: 3:30 PN - 6:30 PM- DIRECTION START PEAK HR ...-.... VOLUMES ........ .... PERCENTS ... FROM PEAK HWR FACTOR Right Thru Left Total Right 7hru Left - North 5:00 PM 0.96 78 0 196 274 28 0 - 72 East 4:45 PM 0.94 171 700 0 271 63 37 0 South 4:45 PM 0.00 0 ~ 0 0 0 0 0 0 West 5:15 PN 0.91 0 120 77 797 0 61 39 Entire Intersection North 4:45 PN 0.94 78 0 188 266 29 0 71 East 0-94 177 700 0 .271 - 63 37 0 South D.00 0 0 0 0 0 D D West 0.93 0 176 73 189 D 67 39 _ 322 DUNN ENGINEERING ASSOCIATES Site Code 94036 N-S Street: RT 714 (NORTR FERRY RD) E-N Street: NEST NECK RD )AY OF NK SATURDAY Movements by: Primary Total Turning Volumes for the Period: 17:30 AM - 12:30 PM RT 114 (NORTH FERRY RD) 100 150 250 0J tuFem uFrx Tzn , .. . {.+: 102 0 201 ,. ~r.6 , ~ ,>'~"",fix 303 J r 170 2718 108 Lo ~..:. ~.:::: t'.~•3 WEST NECK RD ~<::,: O 0 0 0 NORTH FERRY RD) PAGE: I FILE: HENENYSA DATE: 8/22/98 _______________________________ 351 323 DUNN ENGINEERING ASSOCIATES Site Code 94036 PACE: 1 N-S Street: R7 114 (NORTH FERRY RD) FILE: WENEWYSA E-W Street: DAY OF WK WEST NECK SATURDAY RD Movements by: Primary DATE: 8/22/98 Time Begin RT From North THRU Li Fran Eas RT THRU t LT From South RT THRU LT RT From West TNRU LT Vehicle Total -------- ---'--- --- Break ------- ------ --------' -----____ ------ ------- ------ --------- 11:30 1:45 R TOTAL 23 0 25 0 48 0 62 51 113 42 46 68 28 26 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 38 ' 80 34 25 59 231 2'11 442 '2:00 PM 2:15 12;30 12:45 R TOTAL 22 32 23 16 93 D 0 0 0 0 43 45 40 38 166 44 38 35 37 154 28 26 31 44 129 0 0 0 0 0 0 0 0 0 0 D 0 0 D 0 0 0 0 0 0 0 D 0 ~ 0 0 42 28 33 38 141 19 22 20 19 80 196 191 182 192 763 1:00 PM 1:15 ~:30 1:45 HR TOTAL 16 15 17 14 62 0 0 0 0 0 32 45 40 42 159 51 40 53 56 200 31 35 32 36 134 0 0 0 0 ~ 0 0 0 0 0 0 0 D. 0 0 0 0 - 0 0 0 0 - 0 D ~ 0 0 0 37 32 - 33 25 121 16 26 22 25. 89 177 193 197 198 T65 :00 PM 2;15 -:30 :45 HR TOTAL 20 19 22 21 82 0 0 45 54 99 46 43 0 0 89 44 43 49 52 188 26 39 29 32 126 0 0 0 _ 0 0 0 - 0 ~ 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 D ~ 0 - 0 36 34 32 29 131 18 18 22 15 ~ 73 190 196 199 -,_ 203 788 :00 PM ;15 3;3p y5 h TOTAL 14 15 17 19 65 41 36 30 31 138 0 0 0 0 0 38 35 39 40 152 27 30 33 31 121 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 41 31 34 37 143 21 18 19 20 78 182 165 172 176 697 DAY TOTAL 350 237 527 782 564 0 0 0 0 0 616 379 3455 324 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 2 N-5 Street: RT 114 (NORTH FERRY RD) FILE: NENENYSA :-N Stree[: NEST NECK RD iAY OF NK SATURDAY Movements by: Primary DATE: 8/22/98 DIRECTION START FR[M PEAK HOU North 11:30 AM East 1:00 PM South 1:00 PM Nest 11:30 AM 0.82 - Entire I ntersection North 11:3U AN 0.89 102 0 201 303 East 0.97 170 108 0 278 South 0.00 ~ 0 0 0 0 Nes[ 0.82 0 150 100 250 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM PEAK HR ........ VOLUMES ........ .... PERCENTS ... R FACTOR Right Thru Lef[ Totat ~ Right Th ru Left 0,89 102 0 201 303 34 0 66 0.91 200 134 0 334 60 - 40 0 0.00 0 0 0 0 0 0 0 0 150 100 250 0 60 40 34 0 66 61 39 0 0 0 0 0 60 40 325 DUNK ENGINEERING ASSOCIATES Site Code : 94036 PAGE. 1 N-S Street: NORTH FERRY ROAD (119) FILE. None E-W Street: WINTHROP Y Movements by: Primary DATE: R/OS/9B DAY OF WK WEDNESDA Total Turning Volumes for the Period: 8:30 AM - 9:30 AM WINTHROP o~ 0 of NORTH FERRY ROAD (114) x •~~ 173 0 131 I33 164 J 0 r 149 0 128 21 RRY ROAD (114) 45 N W-~--E S 0 20 WINTHROP 54 326 pUNN ENGINEERING ASSOCIATES Site Code : 94076 PAGEc 1 N-S Street: NORTN FERRY ROAD (114) FILE. None E-W Street: WI NTHROP OAY OF WK WEDNESDAY Movements by: Primary DATE: 6/05/98 Time From Nor[h From East From South From West Vehicle Begin RT THRV LT RT THRU LT RT THRU LT RT THRU LT Total 6:30 0 ] 2 2 0 1 1 9 0 0 0 0 22 6:45 0 9 4 1 0 0 2 11 0 0 0 0 2] HA TOTAL 0 16 6 3 0 1 3 20 0 0 0 0 49 ]:00 AM 0 B 5 2 0 2 1 6 0 0 0 0 24 ]:16 0 10 4 2 D 0 2 14 0 0 0 0 ;2 ]:30 0 16 5 ] 0 0 5 25 D 0 0 0 SB ]:95 0 27 2 6 0 2 6 26 0 0 0 0 69 fR TOTAL 0 61 16 1] 0 4 14 ]7 0 0 0 0 183 8:00 AM 0 29 5 9 0 3 6 23 0 0 0 D 75 8:15 0 29 B 12 0 3 13 3] 0 0 0 p y] 8:30 0 28 I1 9 0 2 6 25 0 0 D 0 gl 8:45 0 31 B 30 0 3' S 34 0 D 0 0 9]. R TOTAL 0 113 32 40 0 it 30 119 0 0 0 0 344 9:00 AM D 35 8 13 0 8 4 33 0 O 0 0 101 9:15 0 3] 6 13 0 7 6 36 0 0 0 0 105 ,y TOTpy 0 261 6B B6 0 31 6] 279 0 0 0 0 782 ---- PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 9:30 AM DSRECII ON START PEAK HR ..-.-... VOLUMES .--.. ... .... PERCENTS ... - FROM PEAK HOUR FACTOR Right Thru Left Total Right Thzu Left North 8:30 AM 0.95 D SJ1 3J 169 0 BO 20 East 8:30 AM 0.]] 95 0 20 65 69 0 31 Sou[h 8:15 AM 0.79 2B 129 0 16] 16 B2 0 West 8:15 AM 0.00 0 0 0 0 0 0 O Entire Intersection North 8:30 AM 0.95 0 131 3J 169 D 80 20 East 0.]] 45 0 20 65 69 0 31 South 0.89 21 128 0 149 14 B6 0 Wes[ - 0.00 0 0 0 0 0 0 0 327 DUNK ENGINEERING ASSOCIATES Site Code 99036 PAGE: 1 N-S Street: NORTH FERRY ROAD (119) FILE: None 6-W Street: WINTNROP DAY OF WK THURSDAY Movements by: Primary DATE : E/06/9: Total Turning Volumes for the Period: 5:00 PM - 6:00 PM WINTHROP 0 0 ~J NORTH FERRY ROAD (114) 0 244 38 282 J 0 265 N W-~-E S 63 105 0 L 42 WINTHROP 245 0 202 43 RRY ROAD (114) 328 DUNK ENGINEERING ASSOCIATES Site Code 940]6 PAGE 1 N-S Street : NORTH FERRY ROAD (139) FZLE None E-W Street : WINTHROP DAY OF WK THURSDAY Movements by: Primacy DATE 8/06/98 Time From North From East From So uth From Wes t Vehicle Begin RT THRV LT RT THRU LT RT THRU LT RT THRU LT Total ___________ 3:30 ________ 0 36 13 11 0 14 9 28 0 0 0 0 111 3:49 0 49 16 14 D 13 11 39 0 0 0 0 192 HR TOTAL 0 BS 29 25 0 27 20 67 0 D 0 0 253 4:00 PM 0 52 20 19 0 13 19 40 0 0 0 0 158 4:15 0 98 17 16 0 15 12 9B 0 0 0 0 156 4:30 0 97 16 13 D 12 17 96 0 0 0 0 151 q;qs ~ 0 56 9 15 0 11 15 51 0 0 0 0 157 9R TOTAL 0 203 62 63 D 51 58 189 0 0 0 D 622 5:00 PM 0 53 8 19 0 14 14 53 D 0 0 0 157 5:15 0 60 13 16 0 0 11 49 0 D 0 0 157 5:30 0 69 7 1B 0 9 10 93 0 0 0 0 151 5:45 0 67 10 19 0 11 8 57 0 0 0 0 167 -'R TOTAL 0 244 38 63 0 42 43 202 0 0 0 0 632 6:00 PM 0 53 12 17 0 7 13 51 0 0 0 0 153 6:15 0 56 9 _________ 13 _____ 0 12 __________________ 7 94 ______________ 0 _______ ______ 0 _______ 0 _______ 0 ______ 151 ______________ ___________ ay TOTAL _____________ 0 ____________ 691 190 181 0 139 141 999 0 0 D 0 1811 ~-° PEAK PERIOD ANALYSIS FOR THE PSRI OD: 3:30 PM - 6: 30 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thxu Left Total Right Thru Left NorCh 5:19 PM 0.93 0 249 42 286 0 B9 19 East 3:10 PM D.90 60 0 55 115 92 0 9B Sou[h 4:19 PM 0.96 58 198 0 256 23 77 0 West 4:19 PM D.00 D 0 D 0 O 0 0 Entire Intersection North 5:00 PM 0.92 0 244 30 282 0 87 13 East 0.91 63 D 92 '106 60 0 40 South 0.91 43 202 0 245 18 82 0 West 0.00 D 0 0 0 0 0 0 329 DUNK ENGINEERING ASSOCIATES Site Code 99036 PAGE. 1 N-S Street: NORTN FERRY ROAD (114) FI LEc None E-W Street: WINTHROP Y OF WR SATURDAY Movements by: Primary DATE: 8/29/98 DA ___________ ___________________________________________________________________________________ _________________________ _ ________ Total Turning Volumes for the Period: 11:30 AM - 12:30 PM 0 WINTHROP °~ 0 -J NORTH FERRY ROAD (114) 0 222 I80 302 J 0 N W-f -E S y2~72 S'rh•~ }r 69 r 9 7 0. L 28 238 0 203 35 RRY ROAD (114) WINTHROP 330 DVNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street: NORTH FERR Y ROAD (119) FILE : None E-W Scree t: WINTHROP DAY OF WR SATURDAY Mo vements by: Primary DATE. B/29/9: ---'------ Time ~----------Flom North From East Fiom SOU th F iom West Vahicle 0egin RT THRU ____ LT __ RT TNRV LT RT THRV LT RT THRU LT Total ____ 11:00 AM ___________ 0 __ 51 20 15 0 11 B 97 0 0 0 0 152 11:15 0 96 29 16 0 9 6 50 0 0 0 0 151 11:30 0 55 29 20 0 8 5 61 0 0 0 0 178 11:45 0 58 18 12 0 9 B 36 0 0 0 0 141 HR TOTAL 0 210 91 63 0 37 27 199 0 0 0 0 622 12:00 PM 0 62 19 1B 0 0 10 57 0 0 0 0 166 12:15 D 47 19 19 0 I1 12 49 D 0 O 0 152 12:30 D 43 18 18 D 9 12 49 0 0 0 0 144 12:45 0 98 14 12 0 11 9 SB 0 0 0 0 152 NR TOTAL 0 200 65 67 0 26 43 213 0 0 0 0 614 1:00 PM 0 91 30 16 0 11 5 92 0 0 0 0 127 1:15 0 47 21 19 0 13 B 51 0 0 D 0 159 1:30 0 51 17 18 0 9 7 96 0 0 0 0 14H 1:45 0 59 13 1B 0 13 9 47 0 0 0 D 154 ,~ TOTAL 0 195 61 71 0 96 29 1B6 0 0 0 0 588 2:00 PM 0 43 9 15 0 11 7 79 0 0 0 0 124 2:15 0 53 17 17 0 9 9 48 O 0 0 0 153 2:30 0 48 14 19 0 30 32 45 D 0 0 0 198 2:45 D 40 8 11 0 7 9 91 O 0 0 D 116 ~__. R TOTAL 0 1B4 9B 62 0 37 37 173 0 D 0 0 541 3:00 PM D 39 7 13 0 10 10 99 0 D 0 0 123 3:15 0 41 30 16 0 B 12 40 0 D 0 0 127 1:30 0 42 9 11 0 9 7 95 0 O 0 0 123 3.q5 0 JB 19 39 0 6 5 93 0 0 0 0 120 n TOTAL 0 160 40 54 0 33 34 172 0 0 0 0 493 y TOTAL, 0 949 305 317 0 199 170 9lB - 0 O 0 0 2858 331 DIRJN ENGINEERING ASSOCIATES Site Code 94076 PAGE: 2 N-S SCYeet: NORTH FERRY ADAD (114) FILE: None E-w Etreet: WINTHROP DAY OF WK SATURDAY Movements hy: Primary DATE : 8/29/9: PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 4:00 PM DIRECTION START PEAK HR .... .... VOLDMES .. ...... .... PERCENTS ... FROM PEAK HOUR PACTOR Right Thru Left Total Right Thru Left North 11:15 AM 0.93 0 221 90 311 0 ]1 29 Sast 1:00 PM 0.91 71 0 46 117 61 D 39 South 12:00 PM 0.96 - 43 213 0 256 1~ 83 0 West 12:00 PM 0.00 0 0 0 0 0 0 0 Entire Intersection No[Ch 11:30 AM 0.90 0 222 BO 302 O 74 26 Sast O.B1 69 0 2B 97 O1 0 29 South 0.89 35 203 0 238 15 BS 0 Nest D.00 D 0 0 0 0 0 0 332 Site Code 94036 N-S Street: NeuYorkAVe/Nenantic Rd .-N Street: Nest Neck Road SAY OF WK Monday DUNN ENGINEERING ASSOCIATES Movements by: Primary ______________________________________________ Total Turning Vo Lumes for the Period: 8:30 AM - 9:30 AM NewYOrkAve/Menantic Rd 74 Watt Neck Road 42 65 130 23 PAGE: 7 FILE: None DATE: 8/03/98 r 1 47 18 0 87 L 46 West Neck Road 108 23 48 37 ve/Menantic Rd 333 DUNN ENGINEERING ASSOCIATES Site Code 94036 PAGE: 1 N-S Street : NeuYor kAve/Menantic Rd FILE: None -W Street : West Neck Road - AY OF WK Monday Movements by: Primary DATE: 8/03/98 'ime eg;n RT Fran North THRU LT Fran Eas[ RT THRU LT Fran South RT TNRU LT RT From West THRU LT Vehicle Total 6:30 5:45 ...2 TOTAL 1 3 1 3 2 6 0 0 0 2 6 8 2 0 71 1 13 1 t 3 2 5 3 8 2 2 4 0 5 0 7 0 12 1 1 2 20 39 59 ':00 AM ': 15 7:30 ':45 TOTAL 1 1 4 3 9 2 4 6 5 17 3 2 2 3 70 1 0 11 6 18 3 4 7 7 14 11 12 10 36 32 1 1 3 6 5 5 7 6 10 16 1 3 1 3 8 - 5 3 5 2 15 6 0 3 14 23 2 7 4 5 12 30 35 77 70 206 8:00 AM :15 :30 8:45 f'- TOTAL 3 0 3 2 8 S 6 75 11 37 4 6 9 8 27 6 5 7 12 30 18 14 9 70 20 16 22 6 69 46 6 3 8 7 73 11 8 12 35 33 3 2 5 6 76 1 3 4 5 13 7 19 25 15 66 5 4 7 14 - 30 75 79 135 121 470 9:00 AM 9:15 3 4 6 11 1 3 15 73 27 15 - 18 9 10 14 6 11 7 5 7 7 10 15 70 11 123 173 D"' TOTAL 26 75 61 84 163 103 64 82 40 42 726 65 917 _.__._ PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 9: 30 AM DIRECTION START PEAK HR ..--...- VOLUMES .....-.. .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Th ru Left North 8:30 AM 0.69 12 41 27 74 16 55 28 East 8:30 AN 0.79 47 87 46 180 26 48 26 South 8:30 AN 0.87 37 48 23 108 34 44 21 West 8:30 AN 0.90 23 65 42 730 78 50 32 Entire Intersection North 8:30 AM 0.69 12 47 21 74 16 55 28 East 0.79 47 87 46 180 26 48 26 South 0.87 37 48 23 708 34 44 21 West 0.90 23 65 42 130 18 50 32 334 Site Code : 94036 N-S Street: NeuYOrkAVe/Menantic Rd :-W Street: West Neck Road SAY OF WK Monday DUNN ENGINEERING ASSOCIATES PAGE: 7 FILE: None Movements by: Primary DATE: 8/03/99 Totat Turning Vol ones for the Period: 3:30 PN - 4:30 PN NewYorkAve/Menantic Rd West Neck Road 19 26 I40 85 J _ 48_ . 214 109. L 57 z%, West Neck-Road 101 17 31 53 ve/Menantic Rd 08 335 DUNN ENGINEERING ASSOCIATES Site Code N-S Street: 94036 NewYOrkAve/Menantic Rd PAGE: 7 FILE: None :-W Street: iAY OF WK West Neck Monday Raad Movements by: Primary DATE: 8/03/99 'ime ~,e9in RT Fran North TNRU LT From East RT TNRU LT RT From South THRU LT From Wes RT 7HRU t LT Veh icLe Toial 3:30 3:45 ..R TOTAL 5 8 4 7 9 15 11 8 19 15 14 29 24 74 28 18 52 32 9 10 18 9 27 19 5 6 17 6 5 11 35 39 74 7 12 19 149 168 317 ::00 PM :: 15 4:30 5:45 TOTAL 4 6 4 7 21 4 7 8 8 27 10 11 3 12 36 13 6 6 10 35 25 8 32 17 17 10 27 12 101 47 76 10 3 16 45 6 6 12 10 34 3 3 7 6 19 5 5 7 6 23 20 21 19 25 8S 13 10 5 7 35 127 134 101 146 SOS 5:00 PM ~:15 :30 ~ 5:45 "~' iOTAI 16 6 4 6 32 6 8 1 6 21 7 9 7 7 30 8 12 6 8 34 23 N 26 4 25 6 21 6 95 29 b 10 7 5 28 9 9 5 3 26 .4 5 2 3 14 3 5 2 2 72 25 18 27 32 102 11. 2 7 4 24 -129 114 99 105 447 i 6:00 PM 6:15 2 4 5 3 8 3 9 5 20 7 21 6 12 9 5 8 0 4 2 1 25 19 6 2 10'1 85 I "r TOTAL 68 71 96 ~ 112 289 72t 121 92 48 49 305 86 ~ 1458 ____ PEAK PERIOD ANALYS IS FOR THE PERIOD: 3:30 PM - 6: 30 PM DIRECTION FROM START PEAK HWR PEAK HR FACTOR .....-.. VOLUMES --...-.- Right Thru Left Total .... Right PERCENT Thru S -.- Left , North East South West 4:15 PM 3:30 PM 3:30 PM 3:30 PM 0.82 0.89 0.77 0.79 ~ 33 29 48 109 53 31 21 715 33 57 17 42 95 274 101 770 35 22 52 72 31 51 31 65 35 27 77 24 Entire Intersection North East South West 3:30 PM 0.89 0.89 0.77 0.79 19 26 48 709 53 31 21 715 40 57 77 42 65 214 101 178 22 22 52 12 31 51 31 65 47 27 17 24 336 DUNN ENGINEERING ASSOCIATES Site Code 94036 N-S S[reet: NeuYorkAVe/Menantic Rd _ E-N Street: Nest End Road - )AY OF NK Saturday Movements by: Primary Total Turning Volumes for the Period: 12:00 PM - 1:00 PM NewYorkAve/Menantic Rd West End Road 64 37 20 121 28 190 131 L 31 PAGE: 7 FILE: None DATE: 8/29/98 ..•;.;.:x .: +'~'.x:j West End Road '"~~`^~z 99 36 33 30 ve/Menantic Rd 337 DUNN ENGINEERING ASSOCIATES Site Code 94036 N-S Street: NeuYorkAVe/Menantic Rd E-W Street: West End Road DAY OE WK Saturday Time From North ;eyjn RT THRU LT 11:30 13 7 7 11:45 15 8 5 IR TOTAL 28 15 12 "2:00 PM 19 9 3 2:15 11 9 7 12:30 13 8 T 12:45 21 17 3 2 TOTAL 64 37 20 7:00 PM 8 4 3 1:75 25 13 6 1:30 10 70 4 1:45 8 5 11 uv TDTAL 51 32 24 x:00 PM 19 10 7 2:75 15 6 2 :30 79 14 4 :45 6 8 2 HR TOTAL 59 38 15 :00 PM 19 13 2 ..: 75 8 12 2 3:30 8 8 2 45 9 72 3 H TOTAL 44 45 9 DAY TOTAL 246 167 80 Movements by: _________________ Primary ________ _______ _____ _____ F _ rom East F rom South RT THRU LT RT THRU LT 10 25 8 2 6 72 5 26 7 3 7 16 15 51 15 5 13 28 5 35 17 8 7 7 17 33 10 13 6 75 7 32 5 3 74 8 5 31 S b 6 6 28 131 31 30 33 36 5 34 5 3 9 10 2 29 16 17 9 9 7 31 - 9 10 7 72- 1 33 8 7 11- 11 15 127 38 31 36 62~ 5 47 7 9 8 7 10 28 ~ 8 9 3 72 6 26 7 6 1 9 3 24 7 6 12 8 24 119 29 26 24 36 7 34 6 4 12 9 6 32 6 4 8 8 7 34 5 S 4 9 8 33 7 5 4 6 28 133 24 18 28 32 110 561 137 770 134 174 PAGE: 1 FILE: None DATE: 8/29/96 F ran West Vehicle RT ___________ THRU _______ LT ______ Total 4 24 9 ________________ 727 5 26 11 134 9 50 20 261 - 3 26 14 147 10 25 75 165 9 26 20 752 -9 29 21 - 153 31 106 70 617 10 36 5 132 8 25 7 160 17 30~ 13 160 6 21 8 730 47 112 33 582 70. -24 8 155 11 20 70 734 10 ~31 12 743 17 18 7 116 - 48 93 37 548 8 27 9 750 10 23 7 126 70 25 8 125 9 27 8 137 37 702 32 532 166 463 192 2540 338 DUNN ENGINEERING ASSOCIATES Site Code 94036 N-S Street: NeuYorkAVe/Menantic Rd E-W Street: West End Road DAY OF WK Saturday Movements by: Primary DIRECTION FROM North Eas[ South Nest North East south Nes[ PAGE: 2 FILE: None DATE: 8/29/98 __________________________________________ PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:30 AM - 4;00 PN START PEAK HR ..... ... VOLUMES ........ ~ - .... PERCENTS ... PEAK HOUR FACTOR Right 7hru Left Total Right ihru "Left 1:15 PH 0.73 62 38 28 128 48 30 _ 22 12:00 PM 0.88 28 731 31 190 15 69 16 1:15 PM 0.96 37 35 39 111 33 32 35 12:15 PM 0.91 38 116 61 215 18 54 28 Entire Intersection 12:00 PN 0.86 64 37 20 121 - 53 -31 ~ 17 p,gg 28 131 31 190 15 69 16 0.73 30 33 36 99 30 33 36 0.88 - 31 106 70 207 ~ 15 51 34 339