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Home My WebLink AboutBridgehampton National Bank 1992 i i TRAFFIC IMPACT STUDY FOR PROPOSED BRIDGEHAMPTON NATIONAL BANK MATTITU C K PLAZA MATTITU C K, NEW YORK PREPARED FOR: ALAN A CARDINALE PREPARED BY: DUNN ENGINEERING ASSOCIATES SEPTEMBER 1992 TABLE OF CONTENTS INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . 1 Purpose of Report . . . . . . . . . . . . . . . . . . . . . 2 Location . . . . . . . . . . . . . . . . . . . . . . . . . . 2 STUDY APPROACH . . . . . . . . . . . . . . . . . . . . . 6 EXISTING ROADWAY NETWORK . . . . . . . . . . . . . . 9 Roadway Descriptions . . . . . . . . . . . . . . . . . . . 10 Major intersections . . . . . . . . . . . . . . . . . . . . . 10 Grades and Sight Distances . . . . . . . . . . . . . . . . 11 EXISTING TRAFFIC FLOW CONDITIONS . . . . . . . . . .12 Traffic Volumes . . . . . . . . . . . . . . . . . . . . . . 13 Accident Records . . . . . . . . . . . . . . . . . . . . . 13 EXISTING EMERGENCY SERVICES . . . . . . . . . . . .15 SITE TRIP GENERATION ANALYSIS . . . . . . . . . . . .17 DIRECTIONAL DISTRIBUTION ANALYSIS . . . . . . . . .20 TRAFFIC ASSIGNMENT ANALYSIS . . . . . . . . . . . . .24 INTERSECTION CAPACITY ANALYSIS . . . . . . . . . . .27 ACCESS EXAMINATION . . . . . . . . . . . . . . . . . . .30 ROADWAY MODIFICATIONS . . . . . . . . . . . . . . . .32 ADDITIONAL CONSIDERATIONS . . . . . . . . . . . . . .34 Summer Traffic Volumes . . . . . . . . . . . . . . . . . .35 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . .36 APPENDIX . . . . . . . . . . . . . . . . . . . . . . . . . .38 Capacity Analyses Traffic Volume Counts Accident Records Alternate Access Plans SEP 2 t 1 INTRODUCTION Purpose of Report This Traffic Impact Study contains the results of a traffic engineering examination of the proposed Bridgehampton National Bank Branch Office in the Mattituck Plaza Shopping Center. This report has been prepared to assess the traffic impact of the proposed bank with particular emphasis on its impact on the adjacent street and highway network. Location The proposed bank will be located on the westerly end of the Mattituck Plaza Shopping Center and will consist of 1,900 square foot of space with a drive-thru window. The Mattituck Plaza is a 117,000 square foot shopping center located on a 9.3 acre parcel at the intersection of Main Road (Route 25) and Factory Avenue, Mattituck, within the Town of Southold, in Suffolk County, New York. Figure 1, Area Map, indicates the location of the Town of Southold in the New York Metropolitan area. The project site is shown in Figure 2, Location Map, while Figure 3, Site Map, presents the boundaries of the property and the adjacent roadway network. It should also be noted a Bridgehampton National Bank walk-in branch office is presently located in temporary quarters in the Mattituck Plaza shopping center. The hours of operation of this branch office are Monday to Thursday 9:00 A.M. to 3:00 P.M. and Friday 9:00 A.M. to 3:00 P.M. and 4:00 P.M. to 6:00 P.M. This office will be relocated to the westerly end of the shopping center. 2 i TOWN OF SOUTHOLD . ' CONN. LONG ISLAND SOUND ROCKLAND WESTCHESTER SUFFOLK BRONX ' NASSAU QUEENS 1 KINGS FIGURE 1 RICHMOND AREA MAP DUNN ENGINEERING , P . C . SCALE: DATE: PAGE: 1 '= 7.4 m i SEPT.1992 3 \ �j E cs o Q • - :.••- fN P ' •, arrdtooka o Lake _AVE• L -p ••° � to �- NEW o • p ,,, e .p 'N#k ' AO-1att C 0 48 �• a� O O - o O • r- r MAT I UCK A I Rhe 13 � Water s.� 9,P`� Park ,r - _-- v ITE s�� Mann �" — • . ^`� P�� ` eek y. F Laurel • Lake = - •• ark BAY o / •. ¢ - State amp • a �� Q PECONIC Boat alloy.. Launching /� � �P Site ./� `��, Q GQ` ° ' FIGURE 2 _•O \ , LOCATION MAP CD d .x x o° • DUNN ENGINEERING ASSOCIATES \ Laurel • ro O Camp SCALE: DATE: PAGE: X ` iIItrnaCt11a 1 "-1000' SEPT. 4 �No so -�o • �:e�rrrrucx� G SITE ryh CN �O FIGURE 3 SITE MAP SCALE: 1'=400' 5 As part of the preparation of this Traffic Impact Study, the following tasks were undertaken: 1. Several personal, field observations were made to observe the traffic movements under various conditions at the site. 2. A physical inventory was made of the adjacent street network. 3. An analysis was made of the traffic volume data obtained from the New York State Department of Transportation and the files of Dunn Engineering Associates. 4. Supplementary manual traffic counts were collected as necessary to update the available volume counts. 5. An examination was made of the traffic flow on Main Road and on Factory Avenue. Also, an analysis of traffic flow was done at the Mattituck Plaza access drive at Factory Avenue intersection and the Factory Avenue at Main Road (Route 25) intersection. 6. An evaluation was made of safety factors by reviewing sight distances and available safe gaps in the traffic flow. 7. The availability of police and fire protection services was examined. 8. A trip generation analysis was performed to determine the additional traffic attributable to the proposed Bridgehampton National Bank. 9. A directional distribution analysis was made to distribute the bank-generated traffic onto the adjacent street network. 10. A trip assignment analysis was performed to examine the composite traffic volumes that would result from the addition of the bank-generated traffic to the existing volumes, in order to determine the traffic impacts on the adjacent roadways. 7 11. A review was made of the access arrangements to the bank drive-thru window. 12. As a result of the data and facts gathered in this study, conclusions were made regarding the traffic impact of the proposed Bridgehampton National Bank Branch office. 8 EXISTING ROADWAY NETWORK Roadway Descriptions As shown in Figure 3, Site Map, the proposed bank is located immediately adjacent to Factory Avenue approximately 500' north of the intersection of Main Road (Route 25) and Factory Avenue. The proposed bank drive-thru will have direct access to Factory Avenue. Main Road is an east/west State highway facility. In the vicinity of the site, Main Road is a two lane roadway (one lane in each direction). Factory Avenue is a north/south Town road. Factory Avenue is a two lane roadway (one lane in each direction). The above described roadways serve as the principal routes to and from the Mattituck Plaza Shopping Center. Major Intersections The are no traffic signals in the vicinity of the site. The key intersection in the vicinity of the site is the intersection of Main Road and Factory Avenue/Sigsbee Road. This intersection is controlled by a stop sign on Factory Avenue and a stop sign on Sigsbee Road. The lane configurations at this intersection consist of the following: 1. Eastbound Approach on Main Road: One lane. 2. Westbound Approach on Main Road: One lane. 3. Southbound Approach on Factory Avenue: One lane. 4. Northbound Approach on Sigsbee Road: One lane. 10 The intersection of Factory Avenue at the Mattituck Plaza Access Drive is immediately adjacent to the proposed bank drive-thru window. The lane configurations at this intersection consist of the following: 1. Southbound Approach on Factory Avenue: One lane. 2. Northbound Approach on Factory Avenue: One lane. 3. Westbound Approach on Access Drive: One lane. Grades and Sight Distances The grades on Main Road in the vicinity of the site are essentially flat and there are no appreciable horizontal curves. The grade on Factory Avenue slopes away from Main Road at a modest rate and there are no appreciable horizontal curves on Factory Avenue. As a result, no sight distance restrictions exist at the immediately adjacent intersections. I1 EXISTING TRAFFIC FLOW CONDITIONS Traffic Volumes Available traffic flow information was obtained from the New York State Department of Transportation and the files of Dunn Engineering Associates. The estimated average annual daily traffic (AADT) volume on Main Road (Route 25) is 9,600 vehicles. Additional traffic turning count information was collected to supplement the available information. Manual intersection turning counts were collected in the summer of 1992 on a Friday afternoon peak hour between 4:00 and 6:00 P.M. and a Saturday between 11:00 A.M. and 12:00 Noon. An examination of the traffic volume information reveals that the peak weekday traffic volumes occur between the hours of 4:30 and 5:30 P.M. The traffic volume information is contained in the section of the Appendix entitled "Traffic Volume Counts". Accident Records Information was obtained from the New York State Department of Transportation of all accidents that have occurred in the immediate vicinity of the site over three years from January 1988 to December 1990. A summary of the accident statistics is presented in Table 1, Accident Summary. Details on the accident data are contained in the Appendix under "Accident Records". The intersection of Route 25 at Factory Avenue/Sigsbee Road has averaged 3 reportable accidents a year during this period. Based on the past accident histories, it is expected that the proposed bank with drive-thru window will not result in an increase in accident rates or create a traffic hazard. 13 ACCIDENTS PER YEAR LOCATION 1988 1989 1990 Reportable Non-Reportable Reportable Non-Reportable Reportable Non-Reportable N.Y.S. Route 25 at 3 1 3 0 2 1 Factory Avenue/Sigsbee Road Non-reportable accidents are those accidents that are not requried to be reported to The Department of Motor Vehicles. TABLE 1 ACCIDENT SUMMARY EXISTING EMERGENCY SERVICES The availability of police protection and fire protection services in the vicinity of the proposed bank is excellent. The Southold Town Police Department patrols this area. The closest firehouse of the Mattituck Fire Department is the Headquarters which is located at the intersection of Pike Street and Wickham Avenue, approximately .25 miles east of the Mattituck Plaza. Due to the excellent patrol coverage of the police department as well as the close proximity of the firehouse, it should be recognized that excellent emergency services are available to service this area. 16 SITE TRIP GENERATION ANALYSIS Information on trip generation rates for a drive-in bank is included in "Trip Generation" report, 5th Edition published by the Institute of Transportation Engineers (ITE). The ITE trip generation rates for various land uses have been found to be similar to the trip generation rates in Suffolk County. For the purposes of this report the ITE trip generation rates were used to determine peak period trips for both a drive-in bank and a walk-in bank. This information is shown in Table 2. The difference in trips generated by the drive-in bank and the walk-in bank is the estimated peak hour trips using the drive-thru window of the proposed bank. Since the Bridgehampton National Bank currently has a walk-in branch office in Mattituck Plaza, the traffic using the drive-thru window of the proposed bank is the additional traffic that will be added to the adjacent street system. 18 ....................... 'Mekd6 HbUr $a U.rday Peek:Ho.Ur (4: 0 :Ehter E)CIt Enter ........... ....... Drive-In Bank(1,900 S.F.) 49 48 36 36 Walk-In Bank(1,900 S.F.) 27 27 20 20 Drive-In Window 22 21 16 16 NOTE: All Trip Generation In Vehicles Per Hour TABLE 2 PROPOSED BANK TRIP GENERATION MATTITUCK PLAZA 19 DIRECTIONAL DISTRIBUTION ANALYSIf% IS The directional distribution was based on the existing distribution pattern of turning movements at the Factory Avenue at Mattituck Plaza Access Drive intersection and at the Main Road at Factory Avenue intersection. Figure 4, "Directional Distribution of Bank Drive-Thru Traffic", indicates the percentage of the vehicles that will arrive at and exit from the proposed bank drive-thru window via the existing roadways. 21 25% BANK DRIVE-IN ACCESS 75% BANK SITE W Z� W Q (25%) H SHOPPING CENTER Q (75%) ACCESS W a N O 40% 35% MAIN ROAD (NYS ROUTE 25) D a o�c KEY: W W 00=ENTERING m (00)=EXITING N C7 N FIGURE 4 DIRECTIONAL DISTRIBUTION OF BANK DRIVE-THRU TRAFFIC NOT TO SCALE 22 TRAFFIC ASSIGNMENT ANALYSIS The bank drive-thru traffic and the directional distribution were utilized to assign traffic volumes at the access points and on the surrounding roadway network. Figure 5, "1993 Assignment of Bank Drive-Thru Traffic, Weekday Peak Hour", shows the bank drive-thru traffic during the weekday afternoon peak hour of 4:30 to 5:30 P.M. Figure 6, "1993 Assignment of Bank Drive-Thru Traffic, Saturday Peak Hour," reflects the assignment for the Saturday peak hour. 24 5 BANK DRIVE—IN ACCESS 17 BANK SITE W Z� W Q OR 5 SHOPPING CENTER Q 16 ACCESS 7 9 9 8 MAIN ROAD (NYS ROUTE 25) D Lu a O oC W NOTE: m ALL BANK DRIVE—THRU TRAFFIC N IN VEHICLES PER HOUR C7 N FIGURE 5 ASSIGNMENT OF BANK DRIVE-THRU TRAFFIC 1993 WEEKDAY PEAK HOUR NOT TO SCALE 25 4 BANK DRIVE—IN ACCESS 12 BANK SITE W Z W Q } 4 OR SHOPPING CENTER Q 12 ACCESS W 6 6 6 6 MAIN ROAD (NYS ROUTE 25) D uj O oC W NOTE: co N ALL BANK DRIVE—THRU TRAFFIC O IN VEHICLES PER HOUR N FIGURE 6 ASSIGNMENT OF BANK DRIVE-THRU TRAFFIC 1993 SATURDAY PEAK HOUR NOT TO SCALE 26 INTERSECTION CAPACITY ANALYSIS In order to examine the impact of the bank-generated traffic, unsignalized intersection capacity analyses were performed to examine the ability of vehicles to safely enter and exit each of the key intersections in the immediate vicinity of the proposed bank. The analysis procedures were in accordance with those outlined in the "Highway Capacity Manual, Transportation Research Board Special Report 209, 1985". Unsignalized capacity analysis first determines how long a gap in traffic must be in order for a vehicle to safely execute a particular movement, and then determines how many such gaps in traffic will exist during the time period analyzed. This number of available gaps in traffic is then compared to the volume of traffic seeking to execute the movement. Traffic analyses were done for the intersection of Main Road (Route 25) at Factory Avenue and the intersection of Factory Avenue at Mattituck Plaza access drive. Since the Bridgehampton National Bank is expected to be open until 6:00 P.M. on Fridays, the Friday 4:30 to 5:30 P.M. period was determined to be critical and was selected for analysis. Although the Bridgehampton National Bank has no current plans to open on Saturdays, for the purposes of this study, a traffic analysis was also done for the 11:00 A.M. to 12:00 Noon Saturday time period. The unsignalized intersection capacity analysis procedure was fust done for the existing 1992 condition. Then the analysis was performed for the 1993 No-Build condition using a 3 percent a year growth factor applied to 1992 traffic counts. Finally, the analysis was done for the 1993 Build condition with the bank drive-thru traffic added to the 1993 No-Build condition (1993 composite traffic with the site). At the intersection of Main Road at Factory Avenue the analysis indicates that the intersection currently operates at a satisfactory level of service during the Friday 4:30 to 5:30 P.M. period and the additional 16 vehicles an hour generated by the bank on the southbound Factory Avenue approach will have no appreciable impact on traffic conditions at the intersection. During the Saturday 11:00 A.M. to 12:00 Noon period southbound left turning traffic onto Main Road currently experiences some minor delays. The drive-thru bank is expected to increase this left turn movement from 54 vehicles an hour to 60 vehicles an hour. This increase in left turns of 6 vehicles 28 an hour at the intersection is considered minimal and will have no significant impact on traffic conditions at the Main Road and Factory Avenue intersection. At the intersection of Factory Avenue and the Mattituck Plaza access drive the traffic analysis indicates that during the Friday P.M. period and the Saturday midday period this intersection currently operates at a satisfactory level of traffic service. The additional traffic generated by the drive-thru bank will have no appreciable impact on traffic conditions at the intersection and the level of service will continue to be satisfactory. The unsignalized intersection capacity analyses are summarized in Table A, "Unsignalized Intersection Capacity Analysis Summaries" in the Capacity Analysis section of the Appendix. 29 ACCESS EXAMINATION As part of this study three alternate access arrangements for the Bank drive-thru window were examined (See Alternate Access Plans Section of the Appendix). It is recommended that the Alternate A Plan be implemented. This alternate provides an entrance drive from Factory Avenue and exits into one of the shopping center's main traffic aisles. It also provides a by-pass lane of the drive-thru window. The vehicular entrance/exit to the bank drive- thru are clearly visible and sight distance in the vicinity of the drive-thru access driveway is adequate. Alternate A provides a queuing area for six vehicles at the drive-thru window. Since the Town Code requires storage for five vehicles at a drive-in bank, this Alternate exceeds the Town requirements. Vehicles using the drive-thru window will be able to enter the drive-thru access drive relatively conveniently and will have the option upon departing the window to either enter the shopping center parking field or exit the center onto Factory Avenue. Based on the parking field layout and the locations of the various access points to the shopping center, it is believed the vast majority of motorists,who use the drive-thru window and are leaving the shopping center,will use the Factory Avenue access drive exit. We do not believe the motorists using the drive-thru window will make extensive use of the Main Road access drives to the shopping center. 31 ROADWAY MODIFICATIONS To assure smooth and orderly traffic flow it is recommended the Factory Avenue access drive to Mattituck Plaza be improved. The access drive should be widened to 24' and provided with 15' radius curb returns on Factory Avenue. In addition, it is further recommended that 10' radius curb returns be provided on the Factory Avenue access drive entrance to the bank drive-thru window. 33 ADDITIONAL CONSIDERATIONS Summer Traffic Volumes It is normal practice in the preparation of a Traffic Impact Study to adjust data collected during different times of the year in order to represent an average day. However, for this project it is recognized that in Southold traffic volumes during the summer months and particularly on summer weekends, are higher than during the rest of the year. Thus, a "worst case" traffic examination is presented in this Traffic Impact Study that reflects the heavier traffic volumes during the summer. 35 CONCLUSIONS Our study and analysis have concluded that the provision of a Bridgehampton National Bank branch office with a drive-thru window at the westerly end of Mattituck Plaza will have no adverse impact on traffic conditions at the shopping center, on Factory Avenue or on Main Road (Route 25). Although the drive-in bank will add traffic to the shopping center and roadway network, the traffic impact will be minimal and the existing highway network will be able to accommodate this additional traffic. The following points should be recognized. 1. The vehicular entrance and exit to the bank drive-thru window are clearly visible and sight distance in the vicinity of the drive-thru access driveway is adequate. 2. The drive-thru access drive provides a queuing area for six vehicles. This exceeds the Town Code requirement of storage for five vehicles for a drive-in bank. 3. The traffic volumes presented in this Traffic Impact Study reflect the "worst case"condition due to heavier traffic volumes during the summer. 4. The vast majority of traffic using the drive-thru window and leaving the shopping center is expected to use the Factory Avenue exit to the shopping center. 5. The traffic analysis at the intersection of Factory Avenue and the Mattituck Plaza Access Drive indicates the additional traffic from the proposed drive-in bank will be minimal and will have no impact on traffic conditions at this location. 6. At the intersection of Main Road and Factory Avenue, the traffic analysis indicates that the traffic generated by the proposed bank will have-no significant impact on traffic conditions at this location. As a result, based upon traffic engineering and safety considerations, it is recommended that the proposed Bridgehampton National Bank with drive-thru window be approved. 37 APPENDIX Capacity Analyses :..::. .::.........:...::......... .. .:...:.:... ::. ::: . . ..... ....... .. ANTICIPATED PCTENTI:AL: VOLUME:* Ow CRITICAL i ... :... VOL.: . :.:. :. . LOCATION/MOVEMENT (VERIC.LES(HOU.R) .(VEHIC.LE$1HOJR GAP P.M:. SAT: PM:: SAT; ............ ...: .. .... ....... ............ ...................................... .. Southbound to Eastbound Left 7.10 24 64 75 52 Turn From Factory Avenue Southbound Thru on Factory 6.60 11 13 104 79 Avenue Southbound to Westbound Right Turn From Factory 5.90 54 83 494 472 Avenue Combined Southbound 89 160 165 102 Approach Northbound to Westbound Left 7.10 4 12 66 50 Turn From Sigsbee Road Northbound thru on Sigsbee 6.60 2 13 101 79 Road Northbound to Eastbound Right Turn From Sigsbee 5.90 40 39 426 323 Road Combined Northbound 46 64 266 120 Approach mgn h.\:i�•.} :�\+iii Eastbound to Northbound Left 5.20 73 67 583 562 Turn From Main Road Westbound to Southbound Left 5.20 38 42 523 409 Turn From Main Road TABLE A Unsignalized Intersection Capacity Analysis Summary Main Road at Factory Avenue 1992 Existing ANTICIPATED PQTENTIQC:: LUME. VOLUME: CRITICAL: .. .. V J.: ::... .. ..........:..:.::.:.. LOCATIONJMOVEMENT GAS: �1/EHICLESHOUR) ;{1/EHICLES/HbUR): P:M. SAT. P:M:. SAT: Southbound to Eastbound Left 7.10 26 66 69 51 Turn From Factory Avenue Southbound Thru on Factory 6.60 11 13 97 78 Avenue Southbound to Westbound Right Turn From Factory 5.90 55 86 484 461 Avenue Combined Southbound 92 165 153 100 Approach 'v: .•.4i. 4'::r:X?'::'•:.:.:•+•:ii:.:t:::.;:.:"•�:};.<\:?:'vj\ti\ ;}L:v{::;t..iV:2t^:k:4'.•ii•'.itv`:::;{:••$}.is::;}}i•:':\.:::i?;{:?;?\.,,`,:•..{•:•i{:: ,t\'•'.•'.C4•...•.n .£{:?hti:{:A?},:i a��'.,�•\}?'.. Northbound to Westbound Left 7.10 4 12 60 48 Turn From Sigsbee Road Northbound thru on Sigsbee 6.60 2 13 94 78 Road Northbound to Eastbound Right Turn From Sigsbee 5.90 42 40 413 309 Road Combined Northbound 48 65 255 119 Approach XX Eastbound to Northbound Left $ 20 76 70 571 549 Turn From Main Road Westbound to Southbound Left 5.20 39 43 510 395 Turn From Main Road vat:: .u+. i'stu.+>i.+i3'.{�;`e3:v'a+�.+as...•Ys'a'i:.s'a•''a'is�uw::':ea.:»3i'�:.\t�$'>� 3.'��>v�'t�v<$.wpb'�'i:•w'Y3ioa�.;:i�i2�,.:aa`{'''' • TABLE A (Contd.) Unsignalized Intersection Capacity Analysis Summary Main Road at Factory Avenue 1993 No Build ANTICIPATED P:OTEN`TI:A :: L CRITICAL; ., vO. uMEO�vI►nE. ......:.. tO_CATION/MQVEMENT /Hl7UF EHICLE.SJHOI.R. GAP EHICLES N:: P.M. SAT'. P.M:. Southbound to Eastbound Left 7,10 37 73 66 50 Turn From Factory Avenue Southbound Thru on Factory 6.60 11 13 94 77 Avenue Southbound to Westbound Right Turn From Factory 5.90 64 93 481 459 Avenue Combined Southbound 112 179 139 98 Approach Northbound to Westbound Left 7.10 4 12 56 47 Turn From Sigsbee Road Northbound thru on Sigsbee 6.60 2 13 90 77 Road Northbound to Eastbound Right Turn From Sigsbee 5.90 42 40 413 309 Road Combined Northbound 48 65 246 117 Approach Eastbound to Northbound Left 5.20 86 77 565 544 Turn From Main Road Westbound to Southbound Left 5.20 39 43 510 395 Turn From Main Road EM, .:tiEMEMIM TABLE A (Contd.) Unsignalized Intersection Capacity Analysis Summary Main Road at Factory Avenue 1993 Build ..................... X-!777-7 774 T .1 ENT-1. ANTICIPATED P0 .......... A. LUMP W M ECRITICALj VOW woNIMOVW NT /HEHIC4H0GAPI ....... ...... . .... . ................. ...... SAT:. "T' .. ........ 1992 Existing Westbound to Southbound Left 6.50 13 16 634 569 Turn Out of Mattituck Plaza Westbound to Northbound Right 5.50 116 133 995 995 Turn Out of Mattituck Plaza Combined Westbound Approach 129 149 940 922 Southbound to Eastbound Left 5.00 90 104 999 999 Turn From Factory Avenue 1993 No Build Westbound to Southbound Left 6.60 13 16 628 560 Turn Out Of Mattituck Plaza Westbound to Northbound Right 5.50 120 153 994 995 Turn Out of Mattituck Plaza Combined Westbound Approach 133 169 939 927 Southbound to Eastbound Left 5.00 93 108 998 998 Turn From Factory Avenue TABLE A (Contd.) Unsignalized Intersection Capacity Analysis Summary Factory Avenue at Mattituck Plaza Access Drive 1992 Existing/1993 No Build .................. .................. .........W,.. ..... . ........... .. T ANTICIPAT-ED POTENTIA:. ... l .... VOLUME: .. ........ CAITICAL'** HI Ott fi p.. VtH $/H6U. :GA NT' .:S P.M.. AT.: PAW SAT, ............................. ....... ..J 1993 Build Westbound to Southbound Left 6.50 28 35 617 547 Turn Out of Mattituck Plaza Westbound to Northbound Right 5.50 125 159 980 976 Turn Out of Mattituck Plaza Combined Westbound Approach 153 194 884 854 Southbound to Eastbound Left 5.00 93 108 996 995 Turn From Factory Avenue TABLE A (Contd.) Unsignalized Intersection Capacity Analysis Summary Factory Avenue at Mattituck Plaza Access Drive 1993 Build MAIN ROAD (ROUTE 25) AT FACTORY AVENUE 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREAPOPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE\SIGSBIE LANE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 09-03-1992 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . PM PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 60 31 3 20 THRU 645 519 2 9 RIGHT 1 44 33 44 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS EASTBOUND 0. 00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0. 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- SU TRUCKS COMBINATION AND RV'S VEHICLES $ MOTORCYCLES EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP MINOR RIGHTS NB 5.90 5.90 0. 00 5.90 SB 5.90 5.90 0. 00 5.90 MAJOR LEFTS EB 5. 20 5.20 0. 00 5. 20 WB 5. 20 5.20 0. 00 5. 20 MINOR THROUGHS NB 6. 60 6 .60 0. 00 6. 60 SB 6. 60 6. 60 0. 00 6.60 • MINOR LEFTS NB 7. 10 7 . 10 0.00 7.10 SB 7. 10 7 .10 0. 00 7 .10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; PM PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c p M SH R SH(pcph) c (pcph) c (pcph) c = c - v LOS ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 4 86 66 > 66 > 63 > E THROUGH 2 114 101 > 266 101 > 220 98 >C E° RIGHT 40 426 426 > 426 > 386 > B MINOR STREET SB LEFT 24 92 75 > 75 > 51 > E THROUGH 11 118 104 > 165 104 > 76 93 >E E RIGHT 54 494 494 > 494 > 441 > A MAJOR STREET EB LEFT 73 583 583 583 510 A WB LEFT 38 523 523 523 486 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; PM PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION ------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE\SIGSBIE LANE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING• ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 09-03-1992 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . PM PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB LEFT 62 32 3 21 THRU 664 535 2 9 RIGHT 1 45 34 45 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS COMBINATION AND RV'S VEHICLES MOTORCYCLES EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST, FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP MINOR RIGHTS NB 5. 90 5. 90 0.00 5.90 SB 5. 90 5.90 0.00 5.90 MAJOR LEFTS EB 5.20 5. 20 0.00 5.20 WB 5.20 5. 20 0.00 5.20 MINOR THROUGHS NB 6. 60 6. 60 0.00 6. 60 SB 6. 60 6. 60 0.00 6.60 MINOR LEFTS NB 7. 10 7. 10 0.00 7. 10 SB 7. 10 7. 10 0.00 7. 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; PM PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c p M SH R SH(pcph) c (pcph) c (pcph) c = c - v LOS ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 4 79 60 > 60 > 57 > E THROUGH 2 108 94 > 255 94 > 207 92 >C E RIGHT 42 413 413 > 413 > 372 > B MINOR STREET SB LEFT 26 86 69 > 69 > 44 > E THROUGH 11 112 97 > 153 97 > 62 86 >E E RIGHT 55 484 484 > 484 > 429 > A MAJOR STREET EB LEFT 76 571 571 571 495 A WB LEFT 39 510 510 510 471 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; PM PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE\SIGSBIE LANE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 9-16-92 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . PM PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 70 32 3 30 THRU 664 535 2 9 RIGHT 1 54 34 52 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0. 00 90 20 N WESTBOUND 0. 00 90 20 N NORTHBOUND 0. 00 90 20 N SOUTHBOUND 0. 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- SU TRUCKS % COMBINATION AND RV'S VEHICLES % MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5.90 5.90 0. 00 5.90 SB 5. 90 5.90 0. 00 5.90 MAJOR LEFTS EB 5. 20 5.20 0. 00 5.20 WB 5.20 5. 20 0. 00 5.20 MINOR THROUGHS NB 6. 60 6. 60 0. 00 6.60 SB 6. 60 6.60 0.00 6.60 • MINOR LEFTS NB 7. 10 7. 10 0. 00 7.10 SB 7. 10 7. 10 0.00 7. 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 9-16-92 ; PM PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c p M SH R SH(pcph) c (pcph) c (pcph) c = c - v LOS ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 4 76 56 > 56 > 52 > E THROUGH 2 105 90 > 246 90 > 199 88 >D E RIGHT 42 413 413 > 413 > 372 > B MINOR STREET SB LEFT 37 84 66 > 66 > 30 > E THROUGH 11 109 94 > 139 94 > 28 83 >E E RIGHT 64 481 481 > 481 > 417 > A MAJOR STREET EB LEFT 86 565 565 565 479 A WB LEFT 39 510 510 510 471 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 9-16-92 ; PM PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE\SIGSBIE LANE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 09-03-1992 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 55 34 10 52 THRU 817 557 11 11 RIGHT 12 36 32 68 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5.90 5.90 0.00 5.90 SB 5.90 5.90 0.00 5.90 MAJOR LEFTS EB 5.20 5.20 0. 00 5.20 WB 5.20 5.20 0.00 5.20 MINOR THROUGHS NB 6.60 6.60 0.00 6.60 SB 6. 60 6.60 0.00 6. 60 MINOR LEFTS NB 7 . 10 7.10 0.00 7 . 10 SB 7. 10 7 .10 0.00 7 .10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; SATURDAY PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 12 72 50 > 50 > 37 > E THROUGH 13 91 79 > 120 79 > 56 66 >E E RIGHT 39 323 323 > 323 > 284 > C MINOR STREET SB LEFT 64 72 52 > 52 > -12 > F THROUGH 13 91 79 > 102 79 > -58 66 >F E RIGHT 83 472 472 > 472 > 389 > B MAJOR STREET EB LEFT 67 562 562 562 495 A WB LEFT 42 409 409 409 367 B IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; SATURDAY PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE\SIGSBIE LANE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 09-03-1992 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 57 35 10 54 THRU 842 574 11 11 RIGHT 12 37 33 70 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS ------------------------------------- ------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5.90 5.90 0. 00 5.90 SB 5.90 5.90 0. 00 5.90 MAJOR LEFTS EB 5. 20 5.20 0. 00 5.20 WB 5.20 5. 20 0. 00 5.20 MINOR THROUGHS NB 6. 60 6. 60 0. 00 6.60 SB 6.60 6. 60 0. 00 6.60 MINOR LEFTS NB 7. 10 7. 10 0. 00 7. 10 SB 7. 10 7. 10 0. 00 7. 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; SATURDAY PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c p M SH R SH(pcph) c (pcph) c (pcph) c = c - v LOS ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 12 72 48 > 48 > 36 > E THROUGH 13 91 78 > 119 78 > 53 65 >E E RIGHT 40 309 309 > 309 > 269 > C MINOR STREET SB LEFT 66 72 51 > 51 > -15 > F THROUGH 13 91 78 > 100 78 > -65 65 >F E RIGHT 86 461 461 > 461 > 375 > B• MAJOR STREET EB LEFT 70 549 549 549 479 A WB LEFT 43 395 395 395 352 B IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; SATURDAY PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 40 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE\SIGSBIE LANE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 9-16-92 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 63 35 10 60 THRU 842 574 11 11 RIGHT 12 43 33 76 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 1 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- SU TRUCKS COMBINATION AND RV'S VEHICLES MOTORCYCLES ----------- ------------- ------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS NB 5.90 5. 90 0. 00 5.90 SB 5.90 5. 90 0. 00 5.90 MAJOR LEFTS EB 5. 20 5. 20 0. 00 5. 20 WB 5. 20 5. 20 0. 00 5.20 MINOR THROUGHS NB 6. 60 6. 60 0. 00 6. 60 SB 6. 60 6. 60 0.00 6. 60 MINOR LEFTS NB 7. 10 7 . 10 0.00 7. 10 SB 7. 10 7. 10 0. 00 7. 10 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 9-16-92 ; SATURDAY PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 12 72 47 > 47 > 35 > E THROUGH 13 91 77 > 117 77 > 51 64 >E E RIGHT 40 309 309 > 309 > 269 > C MINOR STREET SB LEFT 73 72 50 > 50 > -23 > F THROUGH 13 91 77 > 98 77 > -82 64 >F E RIGHT 93 459 459 > 459 > 366 > B MAJOR STREET EB LEFT 77 544 544 544 467 A WB LEFT 43 395 395 395 352 B IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . ROUTE 25 NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE\SIGSBIE LANE DATE AND TIME OF THE ANALYSIS. . . . . 9-16-92 ; SATURDAY PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA FACTORY AVENUE AT MATTITUCK PLAZA ACCESS DRIVE 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 09-03-1992 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . PM PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 11 0 74 THRU -- 0 77 70 RIGHT -- 95 22 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS COMBINATION AND RV'S VEHICLES MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS ------------------------------------------------------r-------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5.50 5.50 0.00 5. 50 MAJOR LEFTS SB 5.00 5. 00 0.00 5. 00 MINOR LEFTS WB 6. 50 6.50 0.00 6. 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; PM PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------ -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 13 671 634 > 634 > 621 > A > 940 > 810 >A RIGHT 116 995 995 > 995 > 879 > A MAJOR STREET SB LEFT 90 999 999 999 908 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; PM PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 09-03-1992 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . PM PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL ---------------------------------------------------------------------• INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 11 0 76 THRU -- 0 79 72 RIGHT -- 98 23 0 NUMBER OF LANES -------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- - WESTBOUND 0. 00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- SU TRUCKS COMBINATION AND RV'S VEHICLES MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------- MINOR RIGHTS WB 5. 50 5.50 0. 00 5. 50 MAJOR LEFTS SB 5. 00 5. 00 0. 00 5.00 MINOR LEFTS WB 6.50 6. 50 0. 00 6. 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; PM PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 ----------------------------------------------- --------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c p(pcph) c M(pcph) c (pcph) c = c - vLOS ------- -------- --------- ---SHR SH------- - ------- - MINOR STREET WB LEFT 13 665 628 > 628 > 614 > A > 939 > 806 >A RIGHT 120 994 994 > 994 > 875 > A MAJOR STREET SB LEFT 93 998 998 998 905 A IDENTIFYING INFORMATION --------------------------------------------------------------- ----- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; PM PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAKHOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 9-16-92 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . PM PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 23 0 76 THRU -- 0 91 72 RIGHT -- 102 23 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0. 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- SU TRUCKS COMBINATION AND RV'S VEHICLES MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5. 50 5.50 0. 00 5.50 MAJOR LEFTS SB 5. 00 5. 00 0. 00 5. 00 MINOR LEFTS WB 6. 50 6. 50 0. 00 6. 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 9-16-92 ; PM PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 28 653 617 > 617 > 589 > A > 884 > 732 >A RIGHT 125 980 980 > 980 > 856 > A MAJOR STREET SB LEFT 93 996 996 996 903 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 9-16-92 ; PM PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1. ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 09-03-1992 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 13 0 85 THRU -- 0 74 131 RIGHT -- 109 25 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- WESTBOUND 0. 00 90 20 N NORTHBOUND 0. 00 90 20 N SOUTHBOUND 0. 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5.50 5.50 0. 00 5.50 MAJOR LEFTS SB 5.00 5.00 0. 00 5. 00 MINOR LEFTS WB 6. 50 6.50 0. 00 6. 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; SATURDAY PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 ----------------------------------------------- --------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c p M SH R SH(pcph) c (pcph) c (pcph) c = c - v LOS ------- -------- --------- ------------ ------------ -- MINOR STREET WB LEFT 16 608 569 > 569 > 554 > A > 922 > 773 >A RIGHT 133 995 995 > 995 > 862 > A MAJOR STREET SB LEFT 104 999 999 999 895 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; SATURDAY PEAK OTHER INFORMATION. . . . 1992 EXISTING MATTITUCK PLAZA 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING. ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 09-03-1992 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . .SATURDAY PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES ---------=----------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 13 0 88 THRU -- 0 76 135 RIGHT -- 125 26 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- WESTBOUND 0.00 90 20 N NORTHBOUND 0. 00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- $ SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5.50 5.50 0.00 5. 50 MAJOR LEFTS SB 5.00 5.00 0. 00 5. 00 MINOR LEFTS WB 6. 50 6.50 0. 00 6.50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; SATURDAY PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 16 600 560 > 560 > 544 > A. > 927 > 759 >A RIGHT 153 995 995 > 995 > 842 > A MAJOR STREET SB LEFT 108 998 998 998 890 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 09-03-1992 ; SATURDAY PEAK OTHER INFORMATION. . . . 1993 NO-BUILD CONDITION MATTITUCK PLAZA 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET. . 30 PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . .9 AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000 NAME OF THE EAST/WEST STREET. . . . . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVENUE NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 9-16-92 TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB LEFT -- 29 0 88 THRU -- 0 93 135 RIGHT -- 130 26 0 NUMBER OF LANES --------------------------------------------------------------------- EB WB NB SB LANES -- 1 1 1 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS ------- ---------- ---------------- ----------------- EASTBOUND ----- --- --- WESTBOUND 0.00 90 20 N NORTHBOUND 0. 00 90 20 N SOUTHBOUND 0. 00 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- SU TRUCKS $ COMBINATION AND RV'S VEHICLES $ MOTORCYCLES ----------- ------------- ------------- EASTBOUND --- --- --- WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP -------------- -------- ----------- ------------ MINOR RIGHTS WB 5. 50 5. 50 0.00 5. 50 MAJOR LEFTS SB 5. 00 5. 00 0. 00 5. 00 MINOR LEFTS WB 6. 50 6. 50 0.00 6. 50 IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 9-16-92 ; SATURDAY PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET WB LEFT 35 586 547 > 547 > 511 > A > 854 > 660 >A RIGHT 159 976 976 > 976 > 817 > A MAJOR STREET SB LEFT 108 995 995 995 888 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET. . . . . . MATTITUCK PLAZA DRIVEWAY NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVENUE DATE AND TIME OF THE ANALYSIS. . . . . 9-16-92 ; SATURDAY PEAK OTHER INFORMATION. . . . 1993 BUILD CONDITION MATTITUCK PLAZA • Traffic Volume Counts DUNN ENGINEERING ASSOCIATES Site Code : 00000001 PAGE: 1 -S Street: FACTORY AVE/SIGSBEE ROAD FILE: R25FACPH -W Street: ROUTE 25 DAYOFWEEK : FRIDAY Movements by: Primary DATE: 8/28/92 --------------------------------------------------------------------------------------------------------------------------------- ime From North Frain East Frain South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 4:00 PM 8 2 6 4 139 6 12 4 0 1 143 7 332 4:15 7 2 2 9 138 6 4 2 1 0 155 8 334 4:30 7 4 7 12 151 5 8 1 0 0 165 16 376 4:45 18 2 5 12 122 7 6 1 2 0 150 12 337 R TOTAL 40 10 20 37 550 24 30 8 3 1 613 43 1379 5:00 PM 12 3 4 10 109 12 8 0 0 1 151 10 320 5:15 7 0 4 10 137 7 11 0 1 0 179 22 378 5:30 6 0 6 7 135 12 9 1 0 0 156 16 348 5:45 19 1 5 5 105 7 11 5 1 0 133 5 297 R TOTAL 44 4 19 32 486 38 39 6 2 1 619 53 1343 --------------------------------------------------------------------------------------------------------------------------------- DAY TOTAL 84 14 39 69 1036 62 69 14 5 2 1232 96 2722 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ----------------------------------------------------------------------------------------------- North 4:15 PM 0.73 44 11 18 73 60 15 25 East 4:00 PM 0.91 37 550 24 611 6 90 4 South 5:00 PM 0.69 39 6 2 47 83 13 4 West 4:30 PM 0.88 1 645 60 706 0 91 8 Entire Intersection North 4:30 PM 0.73 44 9 20 73 60 12 27 East 0.88 44 519 31 594 7 87 5 South 0.79 33 2 3 38 87 5 8 West 0.88 1 645 60 706 0 91 8 DUNN ENGINEERING ASSOCIATES Site Code : 00000001 PAGE: 1 I-S Street: FACTORY AVE/SIGSBEE ROAD FILE: R25FACPN i-W Street: ROUTE 25 DAYOFWEEK : FRIDAY Movements by: Primary DATE: 8/28/92 --------------------------------------------------------------------------------------------------------------------------------- Total Turning Volumes for the Period: 4:00 PM - 5:00 PM FACTORY AVE/SIGSBEE ROAD .., W-�•-E ;•:;:::: ::: S 40 10 20 ................................... ...... .59 3:.:.. 70 37 ................... ......... ROUTE 25 611 550 43 24 613 657 ROUTE 25 1 41 ' . 3 8 30 3 5 '`' FACTORY AVE/SIGSBEE ROAD DUNN ENGINEERING ASSOCIATES cite Code : 00000001 PAGE: 1 -S Street: FACTORY AVE/SIGSBEE ROAD FILE: R25FACPM --W Street: ROUTE 25 DAYOFWEEK : FRIDAY Movements by: Primary DATE: 8/28/92 --------------------------------------------------------------------------------------------------------------------------------- Total Turning Volumes for the Period: 5:00 PM - 6:00 PM FACTORY AVE/SIGSBEE ROAD N W—{—E S 44 4 19 67 32 ....... ............ ROUTE 25 556 486 53 38 619 673 ROUTE 25 ..:.:67'7.•. 1 47 2 6 39 FACTORY AVE/SIGSBEE ROAD DUNN ENGINEERING ASSOCIATES Code : FACTSGSBSINYRT 25 PAGE: 1 S Street: FACTORY AVE./SIGSBEE RD. FILE: 90055BSA Street: MAIN ROAD -NYS ROUTE 25- OF WK.: SATURDAY Movements by: Primary DATE: 7/14/90 -------------------------------------------------------------------------------------------------------------------------------- Total Turning Volumes for the Period: 11:00 AM - 12:00 PM FACTORY AVE./SIGSBEE RD. N ::.:...... •::..... W E ' S 9 6 64 10 49 .... ................... 123 34 598 MAIN ROAD -NYS ROUTE 25- 591 525 52 L 32 771 834 MAIN ROAD -NYS ROUTE 25- .................... ��850�.. 11 49 9 10 30 5 3 FACTORY AVE./SIGSBEE RD. DUNN ENGINEERING ASSOCIATES Site Code : PAGE: 1 -S Street: FACTORY AVENUE FILE: DWYFACPH -W Street: HATTITUCK PLAZA DAYOFWEEK : FRIDAY Movements by: Primary DATE: 8/28/92 --------------------------------------------------------------------------------------------------------------------------------- ime From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 4:00 PM 0 13 10 15 0 3 3 18 0 0 0 0 62 4:15 0 12 26 29 0 2 3 23 0 0 0 0 95 4:30 0 19 17 22 0 3 6 17 0 0 0 0 84 4:45 0 17 23 22 0 5 4 19 0 0 0 0 90 R TOTAL 0 61 76 88 0 13 16 77 0 0 0 0 331 5:00 PM 0 25 19 27 0 2 5 20 0 0 0 0 98 5:15 0 9 15 24 0 1 7 21 0 0 0 0 77 5:30 0 9 12 24 0 5 6 12 0 0 0 0 68 5:45 0 14 12 22 0 3 5 4 0 0 0 0 60 R TOTAL 0 57 58 97 0 11 23 57 0 0 0 0 303 --------------------------------------------------------------------------------------------------------------------------------- DAY TOTAL 0 118 134 185 0 24 39 134 0 0 0 0 634 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ----------------------------------------------------------------------------------------------- North 4:15 PM 0.90 0 73 85 158 0 46 54 East 4:15 PH 0.90 100 0 12 112 89 0 11 South 4:30 PH 0.88 22 77 0 99 22 78 0 West 4:30 PH 0.00 0 0 0 0 0 0 0 Entire Intersection North 4:15 PH 0.90 0 73 85 158 0 46 54 East 0.90 100 0 12 112 89 0 11 South 0.93 18 79 0 97 19 81 0 West 0.00 0 0 0 0 0 0 0 mw gGEnI& ASSOCIATES Site Code %g: 1 w■ Street FACTORY AVENUE nLE: oaFA2■ E- Street: m9n2KPaZA DASrWEEK : FRIDAY Movements by: Primary os: 8/2/92 .................................................................................................................................. ttl %mlmvtumestrb. %Hod: 4:00 m . 500 m FACTORY AVENUE K W—�—E S 0 §l 76 { l]7 88 ..._._._. _ MATTITUCE PLAZA 101 0 0 13 O 0 MATT/TUCK PLAZA \ O � 93 � O 77 16 4 �� FA ORY AVENUE DUNN ENGINEERING ASSOCIATES PAGE: 1 iite Code FILE: DWYFACPM I-S Street: FACTORY AVENUE E-W Street: 14ATTITUCK PLAZA QAYOFWEEK : FRIDAY Movements by: Primary DATE: 8/28/92 Total Turning Volumes for the Period: 5:00 PM - 6:00 PN FACTORY AVENUE `` "`'' N W--}—E S 0 57 58 : I L� 115 97 ....... e.........:.:o:... ............. ..,................ ................ MATTITUCK PLAZA 108 0 0 11 0 0 MATTITUCK PLAZA 0 80 0 57 23 ......'. FACTORY AVENUE .!...ti...... 1 VEHICLE VOLUME COUNT INTERSECTION TURNING MOVEMENTS LOCATION A4 -nogy 14yc--. 4r /VA77-/7-UGS R4z4 D A T E c�`�y/9�' T I M E A44t 7 rz1 PL-4214 D A Yks' J2'O Al N COMPILED BY 4,5 m N METHOD OF COUNT North o M4AIU4 TRAFFIC CONTROL o m X83 74- 131 ¢/3/ 144 • DUNN ENGINEERING , P . C . WESTHAMPTON BEACH. N . Y . Accident Records NYS DEPARTMENT OF TRANSPORTATION USER; TRAFFIC & SAFETY STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 9/ 6/89 INTERIM ACCIDENT SUMMARY REGION•COUNTY 07 '1=UR' '-1/01/88 THRU 12/31/88 N U M B E R O F A C C I D E N T S - ROUTE REF. MARKER INTERSEC DESCRIPTION TOTAL FATAL INO PDO N/R SIDE WET FIXED PED & TRUCK LIGHT CONDITION NO. + ROAD ROAD OBJ BIKE +** DAY NIGHT DAWN/DUSK i# 25 25 07041502 1 0 0 0 1 0 0 0 0 0 0 ii ## ## ii +# 4# 0 O 25 25 07041502 18 HERRICKS LA 2 0 1 0 1 0 0 0 0 0 0 1 0 25 25 07041505 1 0 1 0 0 0 1 1 0 0 0 1 O 25 25 07041506 2 0 2 0 0 0 1 0 0 0 2 0 O 25 25 07041508 2 0 0 1 1 0 0 0 0 0 1 0 O 25 25 07041509 1 0 0 1 0 0 0 0 0 0 0 0 O 25 25 07041509 21 LAUREL LA 1 0 1 0 0 0 0 0 0 0 1 0 0 25 25 07041510 1 0 1 0 0 0 0 0 0 0 0 1 0 25 25 07041520 1 0 1 0 0 0 0 1 0 0 0 1 0 25 25 07041522 5 0 1 3 1 0 0 0 0 0 1 0 O 25 25 07041522 24 BRAY AVE 2 0 1 0 1 0 0 0 0 0 0 0 0 25 25 07041523 1 0 1 0 0 0 0 0 0 0 1 0 0 25 25 07041525 1 0 1 0 0 0 0 0 0 0 0 1 0 25 25 07041527 27 SIGSBEE RD 1 0 0 0 1 0 0 0 0 0 0 0 O 25 25 07041528 2 0 1 0 1 0 0 0 0 0 0 1 O 25 25 07041528 28 FACTORY AVE 3 0 1 2 0 0 0 0 0 0 1 0 0 25 25 07041528 29 MARLENE LA 2 0 0 1 1 0 0 0 0 0 0 0 O 25 25 07041529 8 0 4 2 2 0 1 0 1 1 4 2 O 25 25 07041530 1 0 0 1 0 0 0 0 0 .0 0 0 O 25 25 07041530 30 BAY AVE-LEGION AVE 2 0 1 0 1 0 0 0 1 0 1 0 0 25 25 07041531 32 PACIFIC ST 1 0 0 0 1 0 0 0 0 0 0 0 0 25 25 07041532 1 0 0 1 0 0 0 0 0 0 1 0 0 25 25 07041532 33 SUFFOLK AVE 2 O 2 0 O 0 0 1 0 O 2 0 0 25 25 07041533 1 0 1 O 0 0 0 0 0 0 1 0 0 25 25 07041535 3 0 0 1 2 0 0 0 0 0 0 0 O 25 25 07041535 34 WICKHAM AVE-(N RD) 5 0 1 2 2 0 0 0 0 0 1 0 0 25 25 07041536 2 0 0 1 1 0 0 0 0 0 0 0 O 25 25 07041541 41 MARRATOOKA 1 O O 1 0 0 0 0 0 0 0 0 0 25 25 07041544 1 0 0 1 0 0 0 0 0 0 0 0 O 25 25 07041544 42 CARDINAL DR 1 0 0 1 0 0 0 0 0 0 0 O 0 25 25 07041546 1 0 0 0 1 0 0 O 0 0 0 O O 25 25 07041547 43 ELIJAHS LA 2 0 1 O 1 O 0 0 0 1 1 0 0 25 25 07041549 1 0 1 0 0 0 1 O 0 O 0 O 1 25 25 07041555 2 0 2 0 O 0 0 1 0 0 1 O 0 25 25 07041556 1 0 1 0 0 0 0 0 O 0 1 O O 25 25 07041559 1 0 0 1 0 0 0 0 0 O 0 O O 25 25 07041561 00 UNKOWN INTERSECTION 1 -0 1 O 0 0 1 0 0 0 0 1 0 25 25 07041563 80 CASES LANE 1 0 1 0 0 0 1 0 0 O 1 0 0 25 25 07041564 1 0 1 0 0 0 0 0 0 O 1 O O 25 25 07041564 81 GRIFFIN ST 3 0 2 0 1 0 0 1 0 0 2 0 0 25 25 07041565 3 0 0 1 2 0 0 0 0 0 0 O 0 . 25 25 07041565 84 NEW SUFFOLK-NORTH 2 0 1 0 1 0 0 0 0 O 1 0 0 25 25 07041566 1 0 1 0 0 0 0 0 1 0 1 O O 25 25 07041566 85 DEPOT LANE 2 0 2 0 0 0 1 O 0 0 2 0 0 25 25 07041567 1 0 0 0 1 0 0 0 0 0 O O O 25 25 07041567 00 UNKOWN INTERSECTION 4 0 1 1 2 0 1 0 0 0 0 1 0 25 25 07041569 1 0 0 O 1 0 0 0 0 0 0 O O 25 25 07041569 87 STILLWATER TRACK AV 1 0 1 0 0 0 0 0 0 0 0 0 0 25 25 07041571 1 0 0 1 0 0 0 O 0 0 0 0 0 25 25 07041572 4 0 4 0 0 0 0 , 0 0 0 3 1 0 • SIDE-ROAD & NON-REPORTABLES INCLUDED ++ EXCLUDES NON-REPORTABLES *** EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 15 --I 1 I " mw � Nor 0� ONE M 7 - M 7 7 NYS DEPARTMENT OF TRANSPORTATION USER: TRAFFIC & SAFETY STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 7/ 6/90 INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR 1/01/89 THRU 12/31/89 - - N U M B E R O F A C C I D E N T S - - - - - - ROUTE REF. MARKER INTERSEC DESCRIPTION TOTAL FATAL INJ PDO N/R SIDE WET FIXED PED & TRUCK LIGHT CONDITION NO. • ROAD ROAD OBJ BIKE •'• DAY NIGHT DAWN/DUSK tr ++ •r r+ rr rt rr 25 25 07041471 5 1 3 0 1 0 3 0 0 0 2 1 1 25 25 07041473 1 0 0 0 1 0 0 0 0 0 0 0 0 25 25 07041474 it WEST LA 4 0 2 1 1 0 3 0 0 0 1 1 0 25 25 07041475 12 CHURCH LA 2 0 1 1 0 0 1 0 0 0 1 1 0 25 25 07041481 1 0 1 0 0 0 0 0 0 0 1 0 0 25 25 07041482 2 0 1 0 1 0 1 0 0 0 1 0 0 25 25 07041484 1 0 1 0 0 O 0 1 0 0 0 1 0 25 25 07041486 1 0 1 0 0 0 1 0 0 0 1 0 0 25 25 07041488 2 0 1 1 0 0 0 1 0 0 2 0 0 25 25 07041489 1 0 1 0 0 0 0 0 0• 0 1 0 0 25 25 07041490 1 0 1 0 0 0 0 1 O 0 0 1 0 25 25 07041491 3 0 2 0 1 0 0 0 0 0 2 0 0 25 25 07041491 14 WASHINGTON AVE 2 0 0 0 2 0 0 0 0 0 0 0 0 25 25 07041492 15 CIRCLE OR 1 0 O 1 O O O O O 1 1 O 0 25 25 07041494 1 0 1 0 O O O 0 O O O 1 O 25 25 07041495 6 0 2 3 1 0 5 1 1 0 3 0 0 25 25 07041495 16 JAMESPORT AVE 2 0 1 0 1 0 1 0 0 0 0 1 0 25 25 07041495 17 MANOR LA 1 0 1 0 0 0 1 0 0 0 1 0 0 25 25 07041497 3 0 2 0 1 0 0 1 0 0 1 1 0 25 25 07041500 1 0 1 0 0 0 0 0 0 0 1 0 0 25 25 07041501 2 0 0 0 2 0 0 0 0 0 0 0 0 25 25 07041502 18 HERRICKS LA 1 0 0 1 0 0 0 0 0 0 1 0 0 25 25 07041503 2 0 1 1 0 0 0 1 0 1 1 1 0 25 25 07041505 2 0 2 0 0 0 1 2 0 0 2 0 0 25 25 07041508 1 0 0 0 1 0 0 0 0 0 0 0 0 25 25 07041509 1 0 0 0 1 0 0 0 0 0 0 0 0 25 25 07041509 21 LAUREL LA 1 0 0 1 0 0 1 0 0 0 1 0 0 25 25 07041515 1 0 0 0 1 0 0 0 0 0 0 0 0 25 25 07041521 3 0 3 0 0 0 0 2 0 0 2 1 O 25 25 07041522 2 0 1 0 1 0 0 0 0 0 1 0 0 25 25 07041525 1 0 1 O 0 0 0 0 0 O 1 0 0 25 25 07041527 1 0 0 1 0 0 0 0 .0 0 0 0 0 25 25 07041528 1 0 0 1 0 0 0 0 0 0 1 0 0 25 25 07041528 28 FACTORY AVE 3 0 1 2 O 0 1 0 0 0 1 0 O 25 25 07041528 29 MARLENE LA 3 0 2 1 0 0 1 0 0 0 2 0 0 25 25 07041529 2 0 1 1 0 0 1 0 0 0 1 0 0 25 25 07041530 3 0 2 0 1 0 0 0 0 0 0 0 1 25 25 0704t530 30 BAY AVE-LEGION AVE 6 0 2 3 1 0 1 0 0 0 2 0 0 25 25 07041531 32 PACIFIC ST 1 0 1 0 0 0 0 0 1 0 0 0 1 25 25 07041532 1 0 1 0 0 0 0 1 0 0 0 O 0 25 25 07041532 33 SUFFOLK AVE 1 0 0 0 1 0 0 0 0 0 0 0 0 25 25 07041533 55 SOUND AVE 1 0 1 0 0 0 0 0 0 0 1 0 0 25 25 07041534 3 0 3 0 0 0 2 1 0 0 2 1 O 25 25 07041535 5 0 2 1 2 0 2 0 1 0 1 O 1 25 25 07041535 34 WICKHAM AVE-(N RD) 1 0 0 1 0 0 0 0 0 0 1 0 0 25 25 07041537 1 0 0 0 1 0 0 0 0 0 0 0 0 25 25 07041539 1 0 1 0 0 0 0 1 0 0 0 1 0 25 25 07041544 1 1 0 0 0 0 0 1 0 0 1 0 0 25 25 07041544 42 CARDINAL DR 1 0 1 0 0 0 0 0 1 0 0 0 1 25 25 07041547 1 0 1 0 0 0 0 0 0 0 1 0 0 • SIDE-ROAD & NON-REPORTABLES INCLUDED t• EXCLUDES NON-REPORiABLES ttt EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 14 NYS h 6 JSP( --T01` a MINE=INIM-4"- STATE ACCIDENT SURVEILLANCE SYSTEM RUN TRAP b.. RUN DATE 7/25/91 _ INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR 1/01/90 THRU 12/31/90 ROUTE REF. MARKER INTERSEC DESCRIPTION TOTAL FATAL INJ PDO MN/RESIDE WET FIXED PED & TRUCK LIGHT CONDITION NO. * ROAD ROAD OBJ BIKE *** DAY NIGHT DAWN/DUSK 25 25 07041462 44 CROSS RIVER DR-105 7 0 4 2 1 O 3 O 0 1 6 O O 25 25 07041467 1 0 1 O O O O O O O 1 O O 25 25 07041468 1 0 0 1 O O 1 1 O O 1 O O 25 25 07041469 3 0 1 O 2 O 1 O O O 1 O O 25 25 07041469 78 EDGAR AVE 1 0 0 0 1 O 0 O 0 0 0 O O 25 25 07041470 5 0 2 1 2 O 3 O O 1 1 2 O 25 25 07041471 4 O 1 2 1 O 2 1 O O 1 1 O 25 25 07041474 11 WEST LA 4 0 2 2 0 0 2 O O O 3 O O 25 25 07041475 4 O 3 1 0 0 3 1 O O 4 O O 25 25 07041475 12 CHURCH LA 5 0 2 3 O O 3 O O 0 2 O 0 25 25 07041476 2 O 2 O O O 1 1 O O 1 1 O 25 25 07041479 1 0 0 O 1 O O O O O O O O 25 25 07041481 5 0 2 0 3 O 1 2 O O O 1 1 25 25 07041482 3 0 1 2 0 O 3 O O O 2 O 1 25 25 07041483 1 0 1 0 O 0 1 1 O O 1 O O 25 25 07041484 1 0 O O 1 0 O O O O O O O 25 25 07041484 13 TUTHILL LA 3 0 3 0 O 0 2 O O O 2 1 O 25 25 07041485 3 1 1 0 1 O 2 1 O O 1 1 O 25 25 07041487 1 0 1 0 0 0 0 1 O O 1 0 O 25 25 07041488 1 O 1 0 O O O O O O 1 O O 25 25 07041490 4 O 1 0 3 0 1 0 O O 1 O O 25 25 07041491 14 WASHINGTON AVE 1 O 1 O 0 O 0 0 O 0 0 1 O 25 25 07041493 1 O 1 0 0 O O O 1 O 1 O O 25 25 07041494 1 O 1 0 0 0 O 1 O O O O 1 25 25 07041495 3 1 1 0 1 0 1 O O 0 1 1 O 25 25 07041495 16 JAMESPORT AVE 3 O 1 0 2 O 1 0 1 0 0 1 O 25 25 07041496 1 0 1 0 0 0 1 1 O O O 1 O 25 25 07041497 1 O 0 0 1 0 O O O O O O O 25 25 07041498 1 O 0 O 1 0 O O O O O O O 25 25 07041499 1 0 1 O 0 0 1 O O O 1 0 O 25 25 07041502 18 HERRICKS LA 1 O O 0 1 O O 0 O O O O O 25 25 07041503 2 O 1 O 1 0 1 O O O 1 25 25 07041509 21 LAUREL LA O O ' 3 O 2 O 1 O 2 O O O 1 i 0 25 25 07041511 1 0 O 0 1 O O O 0 0 0 O 0 25 25 07041514 1 0 1 O 0 0 1 1 0 O 0 1 O 25 25 07041521 5 O 2 O 3 0 1 O 0 0 1 1 O 25 25 07041522 1 0 0 0 1 O O O 0 0 O 0 O 25 25 07041522 24 BRAY AVE 3 O 3 O 0 O O 0 O O 2 1 O 25 25 07041524 2 O 1 0 1 O O O O 0 1 O O 25 25 07041526 1 0 O 0 1 0 O O O O O O 0 25 25 07041527 27 SIGSBEE RD 1 O O O 1 O O O O O 0 O O 25 25 07041528 28 FACTORY AVE 2 O 1 1 0 O 1 0 O 0 O 1 O 25 25 07041528 29 MARLENE LA 4 0 1 1 2 O 1 0 O O 2 O O 25 25 07041529 2 0 2 0 O 0 O O O O 2 O O 25 25 07041530 2 0 O 1 1 O O O O O O O O 25 25 07041530 30 BAY AVE-LEGION AVE, 6 O 4 2 O O 1 1 O O 3 2 O 25 25 07041531 32 PACIFIC ST 4 O 2 1 1 O O O 0 O 3 O O 25 25 07041532 2 0 1 0 1 O O O O O 1 O O 25 25 07041532 33 SUFFOLK AVE 2 O O 1 1 0 O O 0 O 0 O O 25 25 07041533 55 SOUND AVE • ABLESO **•1 XO O KO 0 NO G0 O 1 0SIDE-ROAD & NON-REPORTABLES INCLUDED EXCLUDES NON-REPORTO EION-COUNTY 07 PAGE 14 Alternate Access Plans 'r Sloe ^ - � Nf4P EXISTING k 4 �. •Y tA BUILDING rA C o •> I P tF. C'o.,C_ 1 ALTERNATE A PLAN FOR DRI VE--UP BANKING FA CIL I T Y MA TTITUCK SHOPPING CENTER A T MA TTITUCK N. Y.- SCale: 1"- 30' June 9, 1992 - June 16,1992 (re vision ) II II store Nva• �� J p EXISTING k � � ° " BUILDING n m c z A6. way C I I II ALTERNATE B PLAN FOR I DRI VE-UP BANKING FA CIL I T Y MA TTITUCK SHOPPING CENTER A T MA TTI TUCK, N. Y. Sc": 1"= 30' July 6, 1992 I � en ti-a,n c P store i 4 � s EXISTING BUILDING 1 Ab g, • J � r Cone Wdz% /K C . . a r . 9 PQ,- king ALTERNATE C PLAN FOR ORI V _UP BANKING FA CIL I T Y MA TTITUCK SHOPPING CEAITER A T MA TTITUCK. N. Y. ,Scale: 1"= 30' �� July 3, 1992