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HomeMy WebLinkAboutAppendix O - Traffic Study.pdf TRAFFIC IMPACT STUDY FOR STRONG"S YACHT CENTER HAMLET OF MATTITUCK TOWN OF SOUTHOLD Prepared Jar• T T CENTER Prepared Y" ENGINEERING ASSOCIAT With STONEFIELD ENGINEERING AND DES October 1 Ta „ � S Introduction.... ........ ......... ......... ......... ......... ......... .......:. ,,..,,..: .,...,..: .......:...... I Purpose of Report..:. ......... ......... ......... ......... ...........................................................2 Location.......: ........ ......... ......:e. ..,... .. ......................................................................2 Study Approach......... ......... ......... ....... Existing Roadway Network.. ......... .......... . ......: ......... ......... .......:. ......... ........: ..............9 Roadway Characteristics................ ......... ......... ......... .......... ......... ......... ....... .... 10 Signalized Intersection........ ......... ......... ......... ........ ......... ....... 11 Grade and Sight Distances.: . .......: ....... . ......... ......... ........ ...... ......... ............ 12 Existing Traffic Flow Conditions..................................-......................... ......... ........: ............ 14 Traffic Volumes ......: ......... ......... ......... ......... .......:. ........................... 15 AgencyCount Data.............................................. ......... ......... ......... ........ ............ 15 Project Count Data....—,... ......... ....... : ......... , .... ..., .,....... ......... ......... ............ 15 :Accident History....... ........ ............ ...... ......:.. ........: ......:: ......... ........: ............24 Planned Roadway Improvements and Other Planned Developments.................. .......................26 PlannedRoad Improvements......... ......... . ......:: ........................................................27 Other Planned Developments........ ......... ......... ........: ......... ......., ...........27 2023 No Build Traffic Volumes..;. ......... ......... ........: ......... ......... ......... ...... ....27 Proposed Project,.......: ........:.. . ...... ......:.. ..: ......:.. ......,. ., ......: ......... ,........ ...........30 Site Trip Generation Analysis .......... ........ ......... ......... ........: ......... .. ......., ...........33 Trip Generation ........ ......... ......... ......... ......... ......... ..................................34 Directional Distribution Analysis....:. ........ .......r. ......... ......;.: ........ , .., ..... ......... ...........37 Traffic:Assignment Analysis. ........: . .....::. ....... . ......... .......:. ........: ...... ...........................40 Intersection Capacity Analyses................. .............................................. ......... .............,, _...44 Signalized Intersections....... ......... ........: ......... ......... .............................................45 nsignalized Intersections ...................................................................... ......... ...........4 Access Examination.. ......... ......... ......... ......... .......... ......... .......: . ....... ......... . ..... ...4 Proposed Access........ ....... . ......... . .......: ........: ......... ...... ......... .....::: ...........50 Temporary Haul Road and Emergency Access..::. ........................................................50 Impacts From Construction.... ......... ......... ......... ......... ......:................................................51 Proposed Construction Schedule ... ......... ......... ......... ......... ......... ...... .. ...........52 Estimated Construction Traffic ...., ........: ......... ......... ......... ...........54 Analysis of Construction Traffic .......................... ......... ......::: ........, ........: ...........60 i T"I ,cf t �tn 1c nx�ued AdditionalConsiderations...... ......... ........: . ........ ......... .. ..:...:.................................. ...... .,..66 ProjectAlternative..... ........ ......... ......... . ........ ......... ......... ......... ......... ...........67 TruckRouting Plan.... ......... .. .... .. ......... ......... ........: ......: . .. .... ......... ...........6 Impacts an Pedestrian and Bicycle Use.... ......... ....... . ......... ...........71 Impacts on Road Surface Conditions—Cox Neck Road/West Mill load........_. .......,,..7 Heavy Vehicle Induced Vibrations............. ......... ......... ............................... ..........76 SiteParking and Circulation...................... ........ ............................................................76 Conclusions .............................................. .........................: ........: .........__.....> ..... ... ..........7$ Appendix ........... ....: . ......... ......... .......... ..; ......:.. .......:. ........... ... ....... ...,..... 81 Intersection Capacity Analyses Summaries Existing,Into Build and Project Build Existing,No Build and Excavation-Phase 1 Build Existing,No Build and.Building Construction Build Intersection Capacity Analyses Results 2021 Existing Spring Analysis 2021 Existing Summer Analysis 2023 No Build.. Spring Analysis 2023 No Build Summer Analysis Project Build Analysis(Summer Analysis) Construction Build Analysis Phase 1 Excavation (Summer) Construction Build Analysis Building Construction(Summer Season) Traffic Volumes Agency Data Project Data `Tinter 2021 Data Spring 2021 Data Summer 2021 Data Fall 2021 Data NYSDOT Accident Verbal Descriptions ti INTRODUCTION Purpose of Report This Traffic Impact Study contains the results of a traffic engineering examination of the proposed development of two new storage buildings to expand the dry boat storage capacity of the existing Strong's Yacht Center (SYC) in the hamlet of Mattituck, Town of Southold,New York. The existing SYC is located on the west side of Mattituck Inlet and at the eastern terminus of West Mill Road. One of the storage buildings will be 52,500 square feet and the other 49,000 square feet for a total of 101,500 square feet. This report appraises the traffic aspects of the proposed development with particular emphasis on its impact on the surrounding street and highway network. The study will consider the traffic impacts of the completed project as well as the traffic impact of construction activities related to the project. Location The Strong's Yacht Center site is located on the west side of Mattituck Inlet at the eastern terminus of West Mill Road. The site is bounded on the east by the Mattituck Inlet and west and north by West Mill Road and private properties. On the south the site is bounded by Town of Southold Parkland and private properties. Currently the site has no access to the adjacent highway system other than from eastern terminus of West Mill Road. The site is located within the hamlet of Mattituck, Town of Southold,New York. Figure 1, Area Map, indicates the location of the Town of Southold in the Now 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. 2 ui n - LU CD SITE proposed Boat Storage Building 5780 West Mill Road FIGURE 2 STONEFIELD Hamlet of Mattituck, Suffolk County, New York Site Location Map Traffic Impact Study � kh e i r' n w n (44 I I w f e r I jig, sM— b ATE -0 CD � ; STUDY APPROACH As part of the preparation of this Traffic Impact Study, the following tasks were undertaken: 1 Several personal, on-site field observations were made to observe the traffic movements under various conditions. 2. Collection and analysis of current existing traffic data, including traffic volumes and signal timings, as available from the Town of Southold, the Suffolk County Department of Public Works, and the New York State Department of Transportation (NYSDOT). 3. Automatic Traffic Recorder (ATR) Counts at key locations on West Mill Road, Cox Neck Road and North Road (CR 48), At the request of the Town of Southold Planning Board the ATRs were conducted during the individual seasons of the year. The ATRs also included vehicle classification studies. The counts were collected over a seven-day period to include Saturday and Sunday data. 4. Supplementary intersection turning movement counts were collected at two key intersections to determine intersection capacity. The turning movement counts were collected during the weekday morning peak hours of 7:00 AM to 9:00 AM and PM peak hours of 4:00 PM to 6:00 PM. The intersection turning movement counts also collected data on pedestrian traffic in the intersection and truck and bus data also. As with the ATRs the turning movement counts were collected seasonally. Intersection turning movement counts were collected at the intersections of: a) Cox Neck Road at West Mill Road/Breakwater Road b) North Road(CR 48) at Cox Neck Road c) Eastbound North Road (CR 48) at Northbound North Road d) West Mill Road at Bayview Avenue/Selah Lane 5. An examination was made of the traffic flow on West Mill Road, Cox Neck Road and North Road (CR 48)in the vicinity of the site. 6. Recent accident records obtained from NYSDOT were reviewed to determine if any accident problems exist in the vicinity of the site. 7. A trip generation analysis was performed to determine the additional traffic attributable to the proposed project once complete and fully operational. In addition, a trip generation analysis was also performed to determine the additional traffic that would be generated due to the construction of the new storage buildings with particular emphasis on the numbers of trucks need to facilitate the project. 7 8. A directional distribution analysis was performed to distribute both the completed project related site-generated traffic and the construction related traffic onto the surrounding street network. 9. A trip assignment analysis was performed determine traffic volumes that would result from the increase of site-generated traffic related to the completed project being added to existing traffic to determine the impact of the proposed development on the surrounding street system. A trip assiginnent analysis was also performed to examine the addition of site-generated construction traffic to existing traffic to determine the impact of the proposed development on the surrounding street system M Capacity analyses were performed at key study intersections as listed in Item 4 above, to examine their ability to accommodate both the existing traffic volume and the additional site- generated traffic once the project is complete and the construction related traffic while the project is being developed, 11. A review of the access arrangements was made. The review include access during construction and once the project is complete 12. An evaluation of the available parking and on-site circulation was made regarding traffic circulation, safety,maintenance, and adequacy of layout. 13. Conclusions were made regarding the traffic impact of the development on the surrounding street network based on the data and facts gathered in this study. EXISTING ROADWAY NETWORK Roadway ay aracteristics As shown in Figure 3, Site Map, Strong's 'Yacht enter is located at the easterly terminus of West Mill Road. West Mill Road to the south and west becomes Cox Neck Road in the vicinity of Breakwater Road and continues south until its intersection with Sound Avenue and North Road (County Road 48). According to the New York State Department of Transportation highway Classification Map, Cox Neck Road/West Mill Road is classified as a"Minor Arterial". Cox Neck Road, at its southerly terminus, intersects Sound Avenue and North Road. Sound Avenue is an east/west Town of Southold. roadway. Sound Avenue begins in the Town of Riverhead at New York State Route 25A and runs easterly until it intersects Route 25 in Mattituck east of the project site. The southerly leg of Sound Avenue from its intersection. with Cox Neck Road runs southeast to intersect with New York State Route 25. Fast of Cox Neck Road is forth Road (CR 48) a four-lane divided highway. forth Road (CR 48), to the east of Cox Neck Road, and Sound Avenue, west of Cox Deck Road, are classified as "Principal Arterial (other)". Sound Avenue/North Road are also designated as part of the National Highway System and Federal Aid Primary System. New York State Route 25 is a two-lane east/west State roadway which parallels Sound Avenue/North Road. Route 25 begins in New York City and terminates at Orient Paint at the eastern tip of the Town of Southold.. Route 25 is designated as "Minor Arterial" within the Town of Southold except that portion east of Greenport. Route 25, except east of Greenport is also not designated as part of the National Highway System nor as part of the Federal Aid Primary Systerrr Sound Avenue and North Road (County 48) and Route 25 are the principal roadways serving the North Fork of Dong Island and the Town of Southold in particular. After its intersection with North Road at Cox Neck Road and North Road (CR 48) Sound Avenue continues southeast to connect to Route 25. Once Strong's Yacht Center traffic reaches the intersection of Cox Neck Road with Sound Avenue/North Road its traffic can readily be distributed by the traffic signal at its intersection with Sound Avenue and North Road in all directions onto the primary east/west roadways. Cox Neck Road/West Mill Road between North Road and Strong's is a two-lane road with one lane in each direction. The roadway is under the jurisdiction of the Town of Southold. 'Except for the commercial properties adjacent to North Road and Sound Avenue on the south, and Strong's Yacht Center and the Mattituck Commercial Dock at its northerly terminus, the roadway is lined with rural residential and farming land uses. Twelve commercial fishing boats and the Celtic Guest Party Boat operate from the commercial docks north of Strong's whose only'access is via West Mill Road. In addition to the commercial dock and Strong's Yacht Center there is the forger Old bill Restaurant, which is currently vacant but under the process of being renovated for reopening 10 Several residential subdivision roadways feed into Cox Neck Road. Breakwater Road intersects the roadway midway between North Road and Mattituck Creek and serves a large residential subdivision to the west and north. It also serves as access for the Mattituck Park District at the end of Breakwater Road and the Mattituck Creek Waterway Access offNaugles Drive. Cox Neck Road/West Mill Road is marked with a double barrier line separating opposing directions of traffic. A 35 mile per hour speed limit is posted along the length of the combined roadway. The roadway varies in width. It is widest as it approaches North Road at 32 feet and then narrowing to generally 26 to 27 feet. Smaller portions narrow to 24 feet and east of Naugles Drive the roadway becomes 22 feet wide. Other than the speed limit signing there is little traffic control signing along Cox's Neck Road/West Mill Road. Much of the Cox Neck Road/West Mill Road is slightly rolling but there are two areas of significant curves. The first is just north of Bergen Avenue where, going north, the roadway curves sharply to the east turning about 90 degrees and then turns less sharply to the north. Within the curves the road drops to the area between the curves just west of Breakwater Road and then rises in the second curve to peak north of Jackson Landing and the end of the curved section. No warning signs are posted for either north bound south bound traffic. On the westerly side of the southern curve guide rail has been placed to prevent vehicles from leaving the road. The guide rail is substandard and not properly anchored on the ends. We question whether the two curves should be posted with curve warning signs indicating the "S" curvature of the road and the use of additional chevron signing along the back of both curves. North of the two curves the roadway straightens out and continues north in a relatively straight line on gently rolling terrain. West and south of Naugle's Drive the roadway turns fairly sharply to the east. Curve warning signs were posted for northbound traffic approaching the curve and for southbound traffic approaching the same curve. The southbound signs seem to be placed too close to the curve and chevron warning signs along the back of the curve would be useful. To the east of Naugle's Drive West Mill Road turns to the south and drops vertically. There is a curve warning sign posted for eastbound traffic and an additional sign stating, "SLOW POPULATED AREA". That sign is posted behind a utility pole and not readily visible. Signalized Intersections In the vicinity of the site, the following are the significant signalized intersections: • Sound Avenue/North Road (CR 48) at Cox Neck Road • North Road (CR 48) at Northwest bound Sound Avenue 1I The lane configurations at the unsignalized intersection approaches of Sound Avenue/North Road (CR 48) at Cox Neck Road consist sof the following: 1. Eastbound Sound Avenue: A left turn lane, a thru lane and a right turn lane. 2. Westbound North Road(CR 48): A left turn lane, a thru lane and channelized right turn lane. 3. Southbound Cox Neck Road: A combined left/thru lane and a channelized right turn lase. The lane configurations at the unsignalized intersection approaches of North Road (CR 4 ) at Cox Neck Road consist of the following: I. Eastbound North Road (CR 48): A thru lane, 2. Northbound Sound Avenue: A left turn lane and a channelized right turn lane, nsignalized Intersections In the vicinity of the site,the following are the significant unsignalized intersections. • West Mill Road at Bayview Avenue/Selah Lane • Cox Neck Road/West Mill Road at Breakwater Road The lane configurations at the unsignalized intersection approaches of West Mill Road at Bayview Avenue/ elate Lane consist of the following: 1. Southbound West Mill Road; A combined left/thru/right lane. 2. Northbound West Mill Road: A combined left/thru/right lane. 3. Eastbound. Selah Lane: A combined left/thru/right lane. 4. Westbound Bayview Avenue: A combined left/thru/right lane. 12 The lane configurations at the uns gnali ed intersection approaches of Cox Neck Road/West Mill Road at Breakwater Road consist of the following: I. Eastbound Cox Neck Road: A combined thru/right lane. 2. Westbound West Mill Road: A combined left/thru lane. 3. Southbound Breakwater Read: A combined left/right lane Note that the two signalized intersections noted are operated by the same traffic signal controller and thus function as one signalized intersection. 13 EXISTING TRAFFIC FLOW CONDITIONS Traffic Volumes Agency Counts Data: Traffic volume .counts were available for Cox Neck Road on the N"YSDOT Traffic Data Viewer website (lett // isAgt,n .)oy/td f�)• The counts were collected in June of 2020, 92 feet south of Rosewood Road and the segment of road had an Annual Average Daily Traffic of 2,963 vehicles per day. The average weekday pear hour of traffic occurred between 5:00 PM and 6:00 PM with a combined volume of 264 vehicles per hour; The combined volume varied between 215 and 264 vehicles per hour from 11:00 AM to 7:00 PM. Southbound traffic was higher in the morning and early afternoon then northbound until 1:00 PM and then the trend reversed with more traffic northbound then southbound after that. Traffic count data was also available for Breakwater Road which feed a considerable amount of traffic into Cox Neck Road/ fest Mill Road. The count was taken in August 2015, 630 feet south of Stanley Road and regarded an AADT of 1,447 vehicles per day and indicates that Breakwater Road feeds approximately half of the traffic appearing on Cox Neck Road to the south. The count location on Breakwater Road :also included a speed study. The study indicated that vehicles operating on Breakwater Road at the survey site had an 5-percentile speed of between 42.9 and 43.9 miles per hour while the posted speed limit was 30 miles per hour. At the survey location Breakwater Road is relatively straight and flat as are much of Cox Neck Road and West Mill Road and it can be anticipated that speeds of this road would be similar to those on Breakwater Road except in the areas of the curves where horizontal and vertical geometric features will suppress speed. In addition to the volume counts noted the State operates a permanent count station on Route 25 east of.Aldrich Lane in the hamlet of Laurel. The permanent count station generates traffic volume trend data for Route 25 in the Town.of Southold and Riverhead east of the Riverhead business district. The latest available data from the count station dates to 2013. It shows that the highest volumes occur in July and August. The highest daily traffic occurs on Friday with Saturday and Thursday being close seconds. The counts indicated little traffic growth between 2014 and 2013. The data, from the permanent count station is included in the Appendix of this report in the section entitled, `Agency Traffic Data." It should be noted that the above AADT and the traffic volume count data were not utilized for analysis purposes but were used to define peak periods of highway traffic and are presented for informational purposes. Project Count Data: As requested by the Final Scope additional counts were collected for the project. As the Scope requested, traffic data was collected in each of the faux seasons of the year. The Automatic Traffic Recorder (.ATR) counts were collected on West Mill Road north of Bayview 15 Avenue,on Cox Neck Road north of Westphalia Road, on Sound Avenue west of Cox Neck Road and on North Road (CR 48) east of Cox Neck Road. The ATR data collection also included a vehicle classification study at each location. To obtain specific turning count information for existing traffic during the peak hours of the proposed development,.manual turning movement counts were collected at the following four locations: • Sound Avenue/North Road (CR 48) at Cox Neck Road • North Road (CR 4 ) at Northwest bound Sound Avenue • West Mill Road.at Bayview Avenue/Selah Lane • Cox Neck Road/West Mill Road at Breakwater Road The turning traffic counts at the locations were collected on several during the Winter of 2021, Spring of 2021, the Summer of 2021 and the Fall of 2021. The counts were collected during a typical weekday AM peak period from 7:00 A.M. to 9:00 A.M., a typical weekday PM peak period of 4:00 P.M. to 6:00 P.M, and a Saturday peak period of 11.00 P.M. to 2.00 P. Figure 4, 2021 Existing Traffic Counts, presents locations of the counts collected for this Study. As indicated above, the Scope for the Study indicated that traffic data was to be collected during the "four seasons of the year." Initial data collection was taken in March of 2021 to cover the Winter data set. This included the ATR's as described above and turning movement counts at the two signalized intersections of North Road (CR 48) with Sound Avenue and Cox beck Road. Following additional Scope clarification two additional turning movement counts were added to the data collection effort. Those intersection turning movement counts were at West Mill Road at Bayview Avenue/Selah Lane and Cox Neck Road/West Mill Road at Breakwater road. Figure 5, Weekday Average Dourly Volume - Seasonal Comparison, County Road 48, shows the variation of hourly traffic count data on Sound Avenue/North Road (CR 48) from season to season. The pattern from season to season is as expected with the highest volumes during the summer and the lowest in the winter; with the fall and spring being in between. Figures 6 and 7, show similar information for Cox beck Road and West Mill Road. While the summer counts are demonstrably higher than the 'winter counts with the spring and fall counts being roughly in between, there is considerably more variation in. the count data. -This is likely to happen where the count volume is low, d small increases or decreases in traffic dramatically affect the trends. When reviewing Figures 5, 6, and 7, note that the smoothness of the graph and traffic data supporting it is far more even on the higher volume Sound Avenue/North Road, then on the lower volume Cox Neck Road and then the lowest volume West Mill Road. 16 T mad Tubes irnstalled 1 {I ! West Mill Road north�f Bayview Avenue/Selah Lane { Turning Movement Cou 9 at West Mill Baud & ayview Avenue/Selah Lang z +iM 6M f . '" r€aing eve er�t Carur�ts at � la k uadF est ill a�ad Al" Read'T'ubes installed at , fox Neck Road Westphalia`! >ad 3 l 1 ^ � 1 , SF J d kr Turning Movement Csrunts at CR 4 , Sound Avenue ATR oad Tubes Cox Neck Road instilled at CR 48 west 3 e +y of Cox heck Road . pz` vs' c Proposed Boat storage Building 5780 West Mill Road FIGURE 4 STONEFIELD Hamlet of Mattituck, Suffolk County, e York ATR Count Locations Map' Traffic Impact Stud nt vy, Ln uj CC co w, ce u M CL, L , E Q ..... '' 'WG iRf Of R .. C. .fie vjj t . CDas co 0 Ln to J cr 0C k q o u #6a v 4-0 Ct# Ul OD — > Co 4J . v t co CL co C3 L � 0 p g u 4 ,J- i ol� im E s u a CL �J (D CD L LL r wi us v u (v co� � as 0) z z in Q cc e a EU u 0 U) 0 > t� 4J ' s. ;; 0 4J AJ 1. 41 : E &v ca sr co Ln CL 0 t� rq y _ a e t3 o IR Ln rn _ c' nloA awApnOH --77 LL. CL .. CL ..,.,, u vO — fir" 41 b a 0 z4 W) Fy; o ' � Q CL u 75 zy Ul 3 Q N L. Q C E40 ria . '... . cs act 4-1cmr en J N a� 4d n (Sa d O rt4 u Ln C-4 CV J Plots of the directional volumes at the three count locations indicate that Sound Avenue/ Orth Road experiences traffic flows that are often typical of roadways with significant commuter and worker traffic. The predominant traffic flow is east bound during the morning peak hour and west bound in the evening peak hours. Peak hour flows on Saturday afternoons are higher than the weekday AM and PM peak hours of traffic. The counts taken on Cox Neck Road and West Mill Road did not exhibit the weekday AM and PM peak hours typical of commuter routes. The volumes of traffic on Cox Neck Road where higher during the Saturday afternoon peak hour then during the weekday peaks but were less so on West Mill Road. This was consistent through all seasons. As can be expected the seasonal data indicated that there were significantly lower traffic volumes during the winter period then during the sprin9 and fall, with the highest volumes being recorded during the summer period. There was also considerable difference in the volume of traffic found on Sound Avenue/North Road as opposed to Cox Neck Road and West Mill Road. During the sunnner studies Sound Avenue experienced volumes in the range of 16,000 vehicles per day during the weekdays to 20,000 vehicles on a summer Saturday. On Cox Neck Road weekday volumes were as low as 2,600 vehicles per day to a high of 3,340 vehicles on a summer Saturday. Finally on West Mill Road, volumes were 500 or slightly lower vehicles per day throughout the week. The volume counts conducted during the other seasons followed a similar profile although lower, with the lower volumes being found during the winter months. The vehicle classification counts indicated that heavy vehicles (trucks) as a percentage of the traffic observed was generally 4 to 5 percent of the traffic on Sound Avenue/North Road during the summer dropping to slightly more than 3 percent during the winter months. Buses represented approximately one percent of traffic on the road during all seasons. During the weekdays in the non-summer seasons, buses (most likely school buses) also represented one percent of the traffic on Cox neck Road and West Mill Road. During the weekend buses were generally not present on these roads. The presence of trucks on Cox Neck Road was noted with between 3 and 4 percent during the summer weekdays and weekends. During the winter the percentage of trucks reduced to approximately 2 percent. Truck usage of West Mill Road was 2 to 3 percent during summer weekdays and less than 2 percent on weekends during the summer. During the winter, truck'usage of West Mill Road was one percent or less during weekdays and weekends. The fine-grained analysis of the classification data from West Mill Road also indicated that the trucks using the road were smaller than those using Cox Neck Road and Sound Avenue North Road. A partial difference in the volumes of trucks, which would include trucks pulling boat trailers, would be the large Department of Environmental Conservation (DEC) boat launching facility off Naugles Drive. While the launching ramp accesses Naugles Drive between Breakwater Road and the northern section of West Mill Road the shortest and most straight forward path to the south is via Breakwater Road to Cox Neck Road, avoiding West Mill Road. Another reason is that Breakwater Road serves a 21 large residential community to the west which requires service by fuel oil delivery, sanitation, and other trucks. West Mill Road, north of Breakwater Road, serves far fewer homes. Figure 8, 2021 Existing Spring Traffic Volunies summarizes the Spring 2021 traffic volume counts for the weekday AM and PM peak hours and Saturday peak hours of traffic. Figure 9, 2021 Existing Summer Traffic Volumes summarizes the Summer 2021 traffic volume counts for the weekday AM and PM peak hours and Saturday peak hours of traffic. Similar summarized traffic volume data may be found in the Appendix of this study for the Winter 2021 and Fall 2021 data collection efforts. The detailed traffic volume counts, and vehicle classification studies can be seen in the section of the Appendix entitled, "2021 Traffic Volumes". Accident History Accident data was requested from the New York State Department of Transportation for all accidents that occurred along Cox Neck Road/West Mill Road from its intersection with Sound Avenue/North Road (CR 48) to its terminus at Mattituck Creek and Strong's Yacht Center. Accident data for the period January 1, 2017, to June 30, 2020, was provided by NYSDOT. The Accident Verbal Descriptions are provided in the Appendix of this report. During the 42-month period, a total of 25 accidents occurred. Twelve accidents occurred in 2017, five each in 2018 and 2019 and three in the first six months of 2020. Only four of the 25 accidents resulted in injuries, and none were fatal. Seventeen were property damage only and an additional four accidents were classified as non- reportable, meaning that the value of the property damage was less than five hundred dollars. Twenty-three of the accidents were associated with the intersection of Cox Neck Road at Sound Avenue/North Road. Fifteen of the 23 accidents were rear end accidents and most of those were associated with traffic moving east/west on Sound Avenue/North Road. Four of the rear end accidents were associated with the Yield signs controlling the channelized right turn lanes at the intersection. The rate of accidents occurring at the intersection is not atypical for an intersection with similar volumes. As noted by NYSDOT, there were only three accidents that occurred on Cox Neck Road/West Mill Road in the 42-month period. These accidents were as follows: September 29, 2017: This accident occurred 750 feet north of the west to north bound channelized ramp at the Cox Neck/Sound Avenue/North Road intersection. The accident involved a south bound vehicle that hit a deer at night. 22 Ica co w ^' +_0(0)[17] 93(123)[137] �44 [299](tai) 123 est Mill Road [162](11 S)82 „ CO ,a I' Site =' 48(94)[1121 - 433(777)[663] 1 (34)[53 7(88)[10 1] --402(869)[817] County Route 48 00 [2](3)0 [1015j(73 8)811 [37](20)36 [845](595)709 [72](6 1)46 " LEGEND v Existing Roadway AM(Pm)(SAT]Peale Hour Volumes Signalized Intersection'" not to scale Sound Avenue Proposed Boat Storage Building 780 West Mill Road FIGURE STONEFIELD Hamlet of Mattituck, Suffolk County, New Fork 2021 Existing Spring Traffic Impact Study 0 a� L F7CO 4 #_0(0)[6] —38(4)[53] M West ill Read [103](65)47 [S0](6 1)29—0- F - ca m 0 Site 67 F ri'm i4 40(69)[88] Z:t- 400(875)[565] �+ 2(3)[1] 1 (2)[1] —393(837)[545] County Route 48 [3](4)1 [967](644)608 [53](38)32__# ;Z [883](598)548---0- CO [77](71)54 ' LE END Existing Roadway AM(PM)f5ATJ Peak Hour Volumes Signalized intersection not to scale Sound Avenue Proposed Boat Storage Building 5780 West Mill Road FIGURE STONEFIELD Hamlet o tt tu k, Suffolk County, New'fork 2021 Existing Summer Traffic Impact Study June 5, 201 : This accident is described as occurring at the intersection of Cox Neck lead with West Mill Road. The accident occurred at 12.45 in the morning when a vehicle left the road and hit a tree. The police report identifies unsafe speed and disregard of traffic control devices as contributing factors. June 6, 2020 The location of the accident could not readily be identified from the information provided in the Verbal :Description although the Accident Map provided with the Verbal Descriptions indicates an accident occurring near the termination of West Neck Road., adjacent to Mattituck Creek. The accident involved a parked vehicle being hit by a backing vehicle. The review of the three accidents that occurred during the 42-month analysis period indicated that there are no indication Cox Neck Road/West Mill Road has any traffic safety deficiencies. The detailed accident data received from the New YorkState Department of Transportation is provided in the appendix of this report in the section. entitled,"Accident Data 5 PLANNED ROADWAY IMPROVEMENTS AND OTHER PLANNED DEVELOPMENTS Planned Roadway Improvements To determine whether there are any plans for improvements to the roadways in the study area; the latest available Nassau — Suffolk Transportation Improvement Program. (TIP) was reviewed. Our review revealed no projects involving the reconstruction and improvement of roadways serving the proposed Strong's Yacht Center prior to its expected completion. Information obtained from the Town of Southold Highway Department indicated that a segment of Cox Neck Road from just north of Sound Avenue/North Road to Bergen Avenue would be resurfaced with 1-1/2 inches of Type 6 asphalt. Other Planned Developments To properly conduct the Traffic Impact Study, it is necessary to examine the cumulative effects of this project as well as other planned developments in the area. To this end, any other developments approved ;and planned to be constructed before 2023 (this project's Build year) which may impact traffic conditions in the area were identified. The Town of Southold was contacted, and a representative of the Planning Department indicated that there were no currently planed projects within the ;area of the proposed development that would generate significant enough traffic to impact conditions at the Study intersections. 2023 No Build Traffic Volumes In order to develop a basis to gauge potential impacts of the proposed traffic on the surrounding roadway network, the 2021 volumes were grown to replicate conditions in 2023 when the project is expected to be complete. The background traffic growth of traffic as identified by the NYSDOT Data Services Bureau was added to the 2021 Existing volumes. The anticipated background growth of traffic as per NYSDOT is 1.00 % per year in the Mattituck area. The Town of Southold Planning. Department was also consulted to determine if there were any other significant planned projects that would add traffic to the area roadways prior to the completion of the Strong's project. No other significant projects where identified. Following this methodology, the 2023 No Build Volumes were generated. Figure 10 2023 No Build Spring Traffic Volumes presents the Spring 2023 No Build traffic volume counts for the weekday AM and PM peak hours and Saturday peak hours of traffic. Figure 11, 2023 No Build Sumpter Traffic Volumes presents the Summer 2023 No Build traffic volume counts for the weekday AM and.PM peak hours and Saturday peak hours of traffic. 27 a fl 0(0)[17] 95(125)(1401 4JL,. G, [305](146) 125 est Mill Road v [165](117)84 CO �a X 4 Site T ss cr"a 49(96)[114] 442(793)[676] 1 (35)(54] 7(90)[103] 410(886)[833] County ute 48 [2](3)0 [1035](75 3)827--� [38](20)37 + [862](607)723 m w LEEN [73](62)47 Existing Roadway -- A (EM)iSATI Peak Hour Volumes Signalized Intersection not to scale Sound Avenue Proposed Boat Storage Building 5780 West Mill Road FIGURE 10 STONEFIELD Hamlet of Mattituck, Suffolk County, New York 2423 No-Build Spring Traffic Impact Study 0 a1 d tv L. C'4 i -39(48)(54] [105](66)48 est ill Road [S 11(62)30 iQ Site y^: v cs c ca Rs o+ 41 (70)[90 : 400.(893)[576] M M 10 2(3)[1 1 (2)Cll 401 (854)[556] County Route 48 (3](4) 1 [9136](657)620 [5-4](39)33 [9011(610)559 Elf® [79](72)55 Existing Roadway AM(PM)[SAT1 Peak Maur Volumes Signalized Intersection' not to scale Sound Avenue Proposed Boat Storage llding 5780 West Mill Road FIGURE II STONEFIELD Hamlet of Mattituck, Suffolk County, New`Fork 2023 No-Build Summer Traffic I pact Study PROPOSED PROJECT The proposed action includes the construction of two boat storage buildings of 52,500 SF and 49,000 SF to support the operations of the Strong's Yacht Center, with associated improvements including gravel-based driveways and parking areas, water supply, sewage disposal, site grading and drainage, landscaping, and lighting. The Strong's Yacht Center is situated on a 32.96±-acre parcel located south of the terminus of West Mill Road and on the west side of Mattituck Creek on lands zoned M-Il (approximately 16.46 acres) and R-80 (approximately 16.5 acres). The subject property is currently comprised of 40 boat slips with associated ramps and fueling and developed with eight buildings to support the operation of the marina, as well as the sale, maintenance, dockage, and storage of boats. The eight buildings include the following: Building 1: One-story residence (1,610 SF) Building 2: Two-story office (2,702 SF) Building 3: One-story storage (17,320 SF) Building 4: One-story storage (169 SF) Building 5: One-story storage (341 SF) Building 6: One-story storage (10,766 SF) Building 7: One-story storage (15,076 SF) Building 8: One-story storage (22,425 SF) The two proposed buildings would become Building 9 (49,000 SF) and Building 10 (52,500 SF). Upon implementation of the proposed action, the total gross floor area of all buildings would increase from 69,245 SF to 171,929 SF. The proposed buildings would be situated to the west of Buildings 7 and 8, which would allow direct access and transport of yachts from the existing lift station to each of the proposed buildings. The purpose of the proposed action is to provide indoor and heated winter storage for yachts that utilize local waters in the peak season but are required to be transported to wanner climates in the winter months due to a lack of adequate storage in the 'town of Southold and across the entire east end of Long Island. Yachts for storage are expected to come from Mattituck Creek, Greenport, Montauk, Sag Harbor, Mount Sinai, Port Jefferson and possibly Connecticut. Due to the size of the vessels to be stored it is impractical to trailer or truck them and SYC anticipates all vessels to be stored will be transported by water. The two new storage buildings will begin receiving yachts at the end of the Long Island boating season in September thru December. The yachts will be stored inside during the winter and then the process of putting them back into the water will begin in April and continue into June. Much of the work of transporting the vessels to and from the marina overwater will be done by SYC staff who will be dropped off by vehicle by other staff at the vessel's home location. Less than 50% of the vessels will be transported over water by the owners or owner's crew. Based upon an 31 average yacht size of 60 feet with a 17-foot beam, it is estimated that approximately 88 yachts could be stored within the proposed buildings during the winter months. Strong's has indicated that the construction of the two new storage buildings, once complete will allow for hiring of up to 11 new employees who will be devoted to working on the boats that will be stored, cleaning and preparing them for storage and then for use the following season. It is expected these boats will also be repaired and upgraded while they are in storage. The added employees will also be responsible for retrieving and delivering boats, as well as, hauling them and putting them in the water. Due to significant grade changes on the site, the proposed project will require approximately 134,000 cubic yards of cut for the placement of the proposed buildings at Elevation 10.0. The proposed excavation plan includes two routes for truck movements and would occur over a projected duration of approximately five to six months based upon loads of 30 cubic yards per truck and five-day work weeks. An additional six months is projected to complete the proposed project, inclusive of the retaining wall, infrastructure and two buildings (ie., total construction duration is approximately 13 months). The proposed plan includes the installation of a cement and evergreen retaining wall along the west side of Buildings 9 and 10 and along the north side of Building 10, which serves to both stabilize the slope as well as enhance the visual screening of the subject property. The total proposed disturbance is approximately 6.0± acres,with mature trees and cut material greater proposed for removal. As part of the proposed action, one new on-site wastewater treatment system (I/A OWTS) would be installed, and an existing on-site sanitary system would be replaced with an I/A OWTS. The two systems would be designed to serve the Strong's Yacht Center operations, inclusive of all buildings, the office and marina. Also proposed is an extension of the water main from Naugles Drive by 765 feet to allow for the site to be served by the public supply system. 32 SITE TRIP GENERATION ANALYSIS Trig Generation Strong's Yacht'Center is an existing facility and the existing traffic being generated is already being accommodated on the existing road system. The proposed project will add two storage buildings and other minor modifications that facilitate the use of the new storage space or upgrade the infrastructure on-site, such as new sanitary systems and public water supply. Other than the new activity generated by the availability of the new storage space, the other site enhancements would not generate additional traffic. Typically, estimates of traffic a proposed project will generate are developed utilizing the Institute of Transportation Engineer's reference boob, Tri 'Generation. The reference contains studies sof various potential land uses the numbers of daily and hourly trips those land uses may generate. The data is provided base on rates of generation based'on the size; of buildings, units of usage (homes, apartments, rooms, beds, etc.) or employees. The Trip Generation reference contains Land Use Code 420, Marina. The traffic generation rate is based on the number of berths the marina provides. There are no studies based on building sizes or numbers of employees at the facility. The Strong's currently has 40 berths and will still have only 40 berths upon completion of the project. .used on ITE data there would be no change in traffic generation due to the project. However, the proposed two new storage'buildings at the Yacht Center will create some new traffic. Strong's anticipates that up to l I new permanent positions at the Center associated with the two new buildings. There are currently 17 full-time staff at the Strong's Yacht Center, and upon implementation of the;proposed action, the Applicant expects to create an additional 1 I positions to reach a total of 28 employees. There is currently variation in the number of employees on site during the week with 17 on site :Monday thru Friday year-round. wring the season, 12 are typically on site on Saturday and 4 on Sunday. Off season there are typically 4 on site on Saturday and the facility is closed on Sunday in the winter or possibly one staff member on the season's shoulders. This activity is all existing currently. The counts collected for the project this year already have these employees accounted for, as is all the activity of the existing marina. Eleven new employees will be added at the site in the future following the construction of the new storage buildings. The additional personnel will accommodate the increased business generated by the presence of the additional yachts wintering at the SYC, including pulling and launching the vessels, prepping them for storage, performing repairs and regular maintenance. The new employees that will be used to service boats destined for new storage building will primarily work during the weekday. The arrival and departure of these new employees to and from the marina will be the only additional traffic the proposed project will generate once complete and operating. 34 The actual presence of the stored vessels creates little new traffic except the random drop-off and pickup of a stored vessel by an owner or the owner's crew at almost any time during the day. (Possibly $8 vessels over a three-month period). This increase in activity will not be noticeable. The only real increase in traffic will come from. the I I new employees that are expected to be broughton to accommodate the additional work storing the yachts will create. If it assumed that all 11 new employees work weekday business hours, they are likely to create I 1 entering trips'in the morning and 11 exiting trips in the evening. This is a small number of additional trips and will have negligible traffic impact on Cox deck Road/West Mill Road. Table 1, Site Generated Traffic provides the number of trips the existing site is currently generating based on the Institute of Transportation Engineers (ITE) reference manual, "Trip Generation' "Trip Generation" is a nationally excepted standard for predicting the trip generating characteristics of typical land uses. It is based on thousands of studies of existing land uses and the amount traffic each land use generates. As indicated above, "Marina" is a land use included in the reference manual and statistics are provided to predict how much traffic will be generated. The marina use utilizes the number of berths the marina has, to predict 'amount of traffic a 40-berth marina will typically generate. Table 1, Site Generated Traffic also indicates the number of trips the new employees will create during the weekday AM and PM peak hours and Saturday pear hours of traffic. The new employees will all be scheduled to work during a normal weekday, arriving in the morning and departing in the evening.New employees will not work on Saturday and will not generate additional traffic. The traffic associated with the current marina operation already exists on the study roadways and the project traffic counts already account for this traffic. To determine the traffic impact of the completed project, it is necessary to focus on the additional traffic the project will add, that resulting from hiring 11 neve employees. 35 r�-,.;+.: Y�.�tC,.'�..x'2`'a��.. +,.., .. �,,.. '�'ra 4�; "�S �. a: 4rxa.."a� r ,a.,.:.,ax: a,.. x stt�,r'•' ` r ,�;.,..+.-�� `w.., ,H?'`§ aaS '?�".s�`i 4 ..ar^:,,x�'� `�r'�;: ss , 1^.$c „al s..� � 3� ?�:i� r`r^�*T•,:.,c. � .`a`+�.,ak�;1:,�' r§;aa.a�..,,v,ti�a'4 ,a,.,,.vs'���, �..,.: �a �, §S xr ;>~,.r..�Y�''r.§'t^,'a+. §§ars§+�,s +.� �'. s�^sex �r �.rr„^, st ti h T�u� "�. 'k�.. t 4�r;"�rA �; .§, � x, �"'� k„r •a r�,z ias' ;4s *. }.a�. �� `v u: 4 :;.,...,.� ,. ...� .asd 'ka. L...�, .... �. ;,,,.., s a v.:�'T ,t,ta�`�”i. � .�?�.a�' 'w�ea. x,�„-.,�,•. `�,,.§h ,x} ..,.,. �> �.��,_itsr et S'r`,.�'l§i§sh�,4^§r' r �1 x�`�'�`.,a`�iaa�x-rt'a"3���.r� i wa`..,t�"4§}.a�'a. .��ww,,` ?,.C`'`y"�;a '„"""��,�, m",'C,.;"�i`":a?§'a.. .:..,`��'§h..."�.,r�”�>$�;"�'�;r.",`>"'�`�,'?���t;",rs� .u��e��,' s1'"�`;?;;;'.,``.4s^:.Y°�.^•.. sI rIr, i LxC,... -, Eta, v �N� it'''y�" � .. Y,,. �, riga'var=>•} r� d'' r�,b£� r ¢ cs, w w S.w w:a.�a mx x c x �� � v..a�a`a�x.3, �, � ��aK �.h +r. r u w ai » sAi . 4 'A..".m h Enter Exalt Enter Exalt ErWter Exalt aid,a l Existing Marina with 40 slips 3 2 8 8 4 5 (Land Use Cede 420) New Employee gips 11 2 2 11 0 p 01 New Employees Total 14 4 8 14 4 5 Table 1 Site-Generated Traffic Based on ITE Trip Generation Rates and Expected New Empolyees 36 DIRECTIONAL DISTRIBUTION ANALYSIS To determine the origins and destinations of new vehicles entering and exiting the proposed development, a directional distribution analysis was performed. The additional traffic that will be generated will consist of arrival and departure of new employees. As such, the trip distribution analysis examined the traffic flow along Sound Avenue/North ]load during the AM weekday peals hour. Figure 12; Site-Generated Traffic Distribution, presents the directional distribution of traffic that is expected to arrive at and depart from the proposed development via the existing roadways. 3 [100%] West all Road a Ian% f i 0 u w Site 35°& 25% CountyRoute 48 65%----+ [25%]—0- LEGEND Existing Roadway Entering fExitingl Traffic Signalized intersection [10%) not to scats Sound Avenue Proposed Boat Storage Building FIGURE l 5780 West Mill Road STONEFIELD Site Generated Traffic It .tta4ult, ase�llc �aar�ty, a York Traffic Impact Study Distribution TRAFFIC ASSIGNMENT ANALYSIS The site-generated traffic estimates and the :directional distribution were utilized to assign the expected generated traffic volumes at the proposed shared common access driveway and on the surrounding roadway network. Figure 13, Site-Generated Traffic Assignment Weekday A.M. and PM Peak Hours, shows the site- generated traffic for the proposed Strong's Marina project 'during the weekday morning peak hour, and the weekday FM peak hour of highway traffic using the directional distribution for the new site generated traffic shown in.Figure 13 the trip generation of new traffic trips is shown in Table 1. No assignment of traffic is provided;for the Saturday Peak Hour as new traffic is expected to be generated by the completed.project.. The Site Generated Traffic as presented in Figure 13 were added to the 2023 No Build Summer Traffic as presented in Figure 11 to create the 2023 Composite Build Summer Traffic with the completion of the project. The 2023 Composite Summer Build Traffic volumes are shown if Figure 14,'2023 Build at Completion Summer. 41 as 2(il)[t1 o n [01(2) 11 est Mill Road c X Site 4 cr^ : r . .;.C—D 4(0)[0] 3(Q)[0] County Route 48 LEGEND Existing Roadway AM(PM)I'SAT1 Peak Hour Volumes Signalized Intersection G(1)[0] not to scab Swine Avenue' Proposed Boat;Storage Building FIGURE 13 5780 West Mill _Road STONEFIEL:D HamSite Generated Traffic lei � 19a�18, ��a�aal er,t�r, e York Assignment a� 0(0)[61 41 (59)[54] [105](66)48__+ est Mill Road � �I [51](64)41 ra n FT v a Site S 61F '0 � r^a rm +45(70)[90] " 40E(893)[575] M 2(3)(11 1 (2)[I] 404(854)[5561 County Route [3](4) 1 [9861(660)620 [54](41)40 [90 1](6 10)559 z' LEGEND [79](72)55 E Existing Roadway AM(PM)[SAT]Peak Hoar Volumes Signalized Intersection not to scale Sound Avenue, Proposed Boat Storage Building FIGURE14 5780 West Mill Road STONEFIELD Hamlet of Mattituck, Suffolk County, New York 3 Build @ Completion Traffic Impact Study Summer INTERSECTION CAPACITY ANALYSES Signalized Intersections Signalized intersection capacity analyses were performed to determine the ability of vehicles to safely negotiate turning movements at the hey signalized location noted below: • Sound Avenue/North Road(CR 8) at Cox Neck Road • North Road(CR 48)at Northwestbound sound Avenue All analyses were performed in accordance with the methodology set forth in the 6th Edition of the Highway Capacity Manual using SYNCHRO software as was utilized for the signalized;capacity analyses. Methodology The signalized intersection capacity analysis methodology evaluates the average control delay per vehicle to determine intersection level of service. Several variables impact the measure of control delay, including quality of progression, cycle length, green ratio, and volume-to-capacity (VIC) ratio for the lane group in questions Level of service for a signalized intersection is defined in terry s of the average control delay per vehicle during a peak 15-minute analysis period. Control delay consists of initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Six levels of service, from A to F, have been established as measures of vehicle delay. These levels and their related control delay criteria are summarized in Table 2, Signalized Intersections—`Level of service Criteria. "v` .s t . .. ;,,., mU , ;.+na.. ...fit;.. raw;. ":rx'•`....c. aye r �v;....,,: .,3 ry`; c :t.u�,s aa.. ,w:z,�,...�: ..�ct•;� ta; ,. 3'�.a •w :".t ,z° to ..v v.1"' tju; �`� xt „i `sa P 1:F. � "R :. \ f4+„ .':t�: �'.s� y 4{... ., �..w. Cv.'v •: � ."3�`t, }• S ,,-"e,ani „ ; t.4. c �`... t S& W�t �;a � t v } ,v1 . ";1.",.�. SX?. ,a t�.'..� „"t� 3 `.,,.fly � .,¢,�.r;< at, 8, ..,, tv '"C' ,;t °*'. `..��.v s� ;u�,�inrvat. '}r �� ra`..s. ��a, r t^:. s ., ,k .�, =.u.,,,3;',' ?^�,^z,,w• s .,,2;a�.w«� ,`;xY„t'`,.r��u`�,�s"1,���`x�S,.r`�, vv wEt,c,.,,.�a�vX,+rv,t�,'. .�1��;���'. "„•t ,� `5:��'".3�`�rt. =t}s�,s �c,Ns�, tJ !.,+a,+ .a.4 ,,.`� 4 �r �' �`+. lG 'Y. v.. � �.;�a a4{ A < 10.0 B 10.1 -20.0 C 20,1 -35.0 D 35.1 -55.0 E 55.1 - 80.0 F > 80.0 Source: Highway Capacity Manual 61 Edition, Transportation Research Board, National Research Council,Washington, D.C. 2010. Table 2 Signalized Intersections Level of service Criteria 5 As marina type operations experience peak activity during the summer months and the counts taken for this study during the four seasons of the year indicated that peak roadway volumes occurred during the summer the capacity analysis focused on peak summer conditions. This analysis reflects conditions which could be expected to prevail after the project is completed and fully operating during peak summer activity of the site and the surrounding roads. First signalized capacity analysis was conducted to examine the existing conditions at the study intersections when the data was collected. The 2021 Existing Analysis verifies that the analysis is correctly modeling operations at the intersections. Next the 2021 volumes were grown to;replicate conditions in 2023 when the project is expected to be complete. The background traffic growth of traffic as identified by the NYSDOT Data. Services Bureau was added to the 2421 Existing volumes. The anticipated background growth of traffic as per NYSDOT is 1.00 Ifo per year in the Mattit ck area. The Town of Southold Planning Department was also consulted to determine if there were any other significant planned projects that would add traffic to the area roadways prior to the completion of the Strong's project. No other significant projects where identified.. The 2023 No Build traffic analysis was then conducted to determine intersection operating conditions in 2023 without the project. The signalized intersection capacity analyses were then performed to examine 2023 levels of service with the added traffic from the proposed project(2023 Build Condition), The signalized intersection capacity analyses results have been provided in comparison tables provided in the section of the Appendix to this report entitled "Intersection Capacity Analyses Summaries." The tables provide the intersection Levels of Service (LDS) and intersection delay by movement, intersection approach, and the overall intersection. These results are presented side by side for the 2021 Existing, 2023 No-Build and 2023 Build Conditions for ease of comparison. The detailed signalized intersection capacity analysis results are provided in the Appendix of this report in the section entitled Detailed Capacity Analysis Results. The results of the signalized capacity analysis indicate that the small increase in traffic from the project well create negligible traffic impacts once the project is complete and fully operational. The analysis indicates that no intersection Levels of Service (LOS) change and there are no individual movement LIS degrade at the intersections. nsi nal zed Intersections Unsignalied intersection capacity analyses were performed to determine the ability of vehicles to safely negotiate turning movements at the key location noted below: 46 Cox Neck Road/West bill Road at Breakwater Road All analyses were performed in accordance with the methodology set forth in the 6th Edition of the Highway Capacity Manual using the same SYNCRHO 11 software as was utilized for the signalized capacity analyses. Methodology The unsialized intersection capacity analysis methodology evaluates the average control delay per vehicle to determine level of service. Level of service for a two-way stop-controlled intersection is defined solely for each minor movement, Several variables impact the measure of delay for a two- way stop-controlled intersection, including the level of conflicting traffic impeding a minor street movement and the size and availability of gaps in the conflicting traffic stream. Level of service for an unsignaliz d intersection is defined in terms of the average control delay per vehicle during a peak 15-minute analysis period. Control delay consistsof initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay, Six levels of service, ranging from A to F, have been established as measures of vehicle delay. These levels and their related control delay criteria are summarized in Table 3, Unsignalized intersections - Level of Service Criteria. SA+itn2}y,Z' ""t3:* y 1:C f .e £t`A'` "£ a",,Y ISS r?kib,�Ya:.. A < 10.0 B 10.1 - 15.0 C 15.1 - 25.0 D 25.1 - 35.0 E 35.1 - 50,0 F > 50.0 Source:Highway Capacity Manual 61h Edition,Transportation Research Board, (rational Research Council, Washington, Q.C. Fable 3 Unsignalized Intersections Level of Service Criteria First the unsignalized capacity analysis was conducted to examine the existing conditions at the study intersections when the data was collected. The 2021 Existing Analysis verifies that the analysis is correctly modeling operations at the intersections. Next the 2021 volumes were grown to replicate conditions in 2023 when the project is expected to be complete. The background traffic growth of traffic as identified by the New York State Department of Transportation(N SDOT) Data Services 47 Bureau was added to the 2021 Existing volumes. The anticipated background growth of traffic as per NYSDOT is 1.00 % per year in the Mattituck area. The Town of Southold Planning Department was also consulted to determine if there were any other significant planned projects that would add traffic to the area roadways prior to the completion of the Strong's project. No other significant projects where identified. The 2023 No Build traffic analysis was then conducted to determine intersection operating conditions in 2023 without the project. The unsignalized intersection capacity analyses were then performed to examine 2023 levels of service with the added traffic from the proposed project (2023 Build Condition). The unsignalized intersection capacity analyses results have been provided in comparison tables provided in the section of the Appendix .to this report entitled "Intersection Capacity Analyses Summaries." The tables provide the Levels of Service (LOS), volume to capacity ratios (vlc) control delay, and 95th percentile queue length by critical intersection approach. These results are presented side by side for the 2021 Existing, 2023 No-Build and 2023 Build Conditions for ease of comparison. The detailed signalized intersection capacity analysis results are provided in the Appendix of this report in the section entitled Detailed Capacity Analysis Results. The results of the unsignalized capacity analysis indicate that the increased traffic from the project will create negligible traffic impacts once the project is complete and fully operational. The analysis indicates that no intersection Levels of Service(LOS) change and there are no individual movement LOS degrade at the intersections. 8 ACCESS EXAMINATION Proposed Access Strong's Yacht Center is located at the eastern terminus of West Mill Road and the entrance/exit of the site is essentially a continuation of the roadway. As shown on the site plan West Mill Road ends at the northerly border of the site. There is currently a fence line crossing the northerly border of the site with a gate which allows ingress and egress from the site. To the east of the gate is a garage that also defines the northerly limit of the site. As there is no intersection with cross streets to interfere with traffic entering and exiting the site onto West Mill Road the site access is safe. The proposed access plan has been designed to provide safe and efficient access for both patrons and employees of the proposed site, Temporary Haul Road and Emergency Access A temporary haul road will be developed in the first phase of the project to facilitate the removal of excavated material during the initial grading of the site. The temporary haul road's path through the site is shown in Figure 3, Site Map, The temporary haul road is only planned to be used during the Phase I —Excavation portion of the project, a period of 5 months. During this period, it will primary be used by trucks removing excavated material from the site. Following its use as a haul road during the Phase I-Excavation, the haul road will be used for emergency access only to the site by police, fire or ambulance vehicles. The haul road will intersect West Mill Road approximately 1.600 feet north of Bay View Avenue and 600 feet south of the almost 90-degree turn in West Mill Road to the east. Sight distance to the north and south of the proposed temporary intersection will be more than 500 feet in either direction; far more than the suggested intersection sight distance and the required stopping sight distance for intersections. The segment of West Mill Road where the proposed temporary intersection will be constructed experiences light traffic volumes (less then 50 trips per hour), particularly during the late fall, winter, and early spring months' when the road will be used. There have also been no recently identified accidents in the vicinity of the intersection. The combination of excellent sight distance and low volumes on West Mill Road indicate that the proposed temporary intersection will operate safely. It is anticipated that traffic using the temporary haul road come from the south and return to the south. To facilitate the movement of traffic particularly trucks in and out of the haul road a wide radius will be used on the southeast comer of the intersection and a 100-foot stabilized shoulder shall be provided. 50 TRAFFIC IMPACTS FROM CONSTRUCTION Proposed Construction Schedule The construction of the project. is scheduled and estimated to begin in early September following Labor Day Weekend. The expected employment, employee trips and trucking used in each phase of the construction activity is as follows: Clearing and Grubbing of the Site 2 weeks) Leavy equipment will be brought to the site to perform the work. During this period the temporary haul road to West Mill Road will be constructed. Equipment will include an excavator, feller, buncher, woodchipper, tub grinder and payloader. The equipment will be brought to the site over a two-day period and remain on site for two weeks and be removed. One truck with 30-yard trailer will be used to remove ground-up debris 3 to 4 times per day. The truck with trailer will not remain can site but will return to its base each night. On average, the truck with trailer will generate no more then one entering trip every other hour and one exiting trip every other hour. Each piece of equipment will have an operator (5) and four additional laborers will support the work. Each morning up to q employees and the truck with trailer will arrive at the site and depart at the end of the day. :Phase I Excavation months Heavy equipment will be brought to the site to perforin the work. During this period 2 loaders, 2 excavators, 2 dozers and 1 fuel/water truck will be brought to the site and will remain through the Phase 2 Excavation. The equipment will be brought to the site over a two- day period and remain on site until the Phase 2 Excavation is complete and be removed. They will be operated by 7 operators that will arrive at the site by personnel vehicle and depart at the end of the day. In addition to the operators, a Project Manager, a Site Safety Supervisor, Flag Personnel and 4 Laborers will report to the site by personnel vehicle for a total of 15 personnel vehicles. Work will be performed from 7:00 AM till 5:00 PM. In addition to the equipment and workers noted above trucks with 0-yard trailers will be used to transport excavated material from the site. These vehicles will begin arriving at 7:00 AM and the last will depart at 5:00 PM Monday through Friday. No :excavation will take place during the weekend. To meet the project schedule, it is estimated that 40 trips will be made to and from the site during the ten-hour workday. Four trips (entering and exiting) will be made each hour during the day. 52 Trucking and employee arrivals will be via the temporary haul road. At the end of the Phase I Excavation the temporary haul road will be closed to active use and only used for emergency use by police, fire, and ambulance services. Phase 2 Excavation(I montes This Phase will use the same excavation and loading equipment brought to the site for the Phase I Excavation and will be operated by the same 15 employees. They will arrive at the site in personnel vehicles. In addition to the equipment and workers noted above trucks with 30-yard trailers will be used to transport excavated material from the site. These vehicles will begin arriving at 7:00 AM and the last will depart at 5:00 PM. leo excavation will take place during the weekend. To meet the project schedule, it is estimated that 40 trips will be made to and from the site during the ten-hour workday. To take a conservative approach, it will be assumed that 4 trips (entering and exiting) will be made each hour during the day. The Phase 2 Excavation and all subsequent phases will use the main entrance to tron 's Yacht Center at the eastern..terminus West Mill Road to enter the construction area. , Retaining Wall Construction Q weeks This phase of the project will be run concurrently with the drainage installation and building construction phases of the project. A loader and an excavator from the prior excavation phase will be used in this phase. In addition, a skid steer and mini excavator will be brought to the site for the work. These pieces of equipment will be operated by 4 operators and be supported by 4 laborers. Eight employees will be required to complete this phase and they will arrive in the morning and depart at the end of the clay. Over the three-week period it is estimated that 60 trucks with trailers will be required to bring in the retaining wall material. Over the 15-day period four loads a day will be brought to the site. Draina e Excavation and Installation 2 months This phase of the project will be run concurrently with the retaining wall installation and building construction phases of the project. A loader and two excavators from the prior excavation phase will be used in this phase. In addition, a skid steer and mini excavator will 5 be brought to the site for the work. These pieces of equipment will be operated by 5 operators and be supported by 2 laborers. Seven employees will be required to complete this phase and they will arrive in the morning and depart at the end of the day. One truck with trailer Will be'used'to transport leaching basins and connecting pip I e to be installed. It is expected that no more then two total trips per day would occur. These trips to the site will not occur during the weekday peak hours of traffic. Building Construction (6 months)- Building Construction will be concurrent with the building of the retaining wall and the installation of drainage. Many of the earth moving and loading equipment will be shared between the three operations and had been brought onto the site for the excavation phases of the project. These pieces of equipment will be removed from the site after the completion of the retaining wall and drainage installation. Several pieces will remain until building completion. Several new pieces of equipment, specific to the building construction will be added including one telescopic lift and several scissor and telescopic lifts, The Project Manager and Site Safety Supervisor will oversee the Building Construction, Retaining Wall Construction, and Drainage Installation. With the concurrent phases noted, the total number of employees on site will vary from 20 to 60 as the building is erected and the retaining wall, drainage, and site work are completed. The construction company engaged to complete the work has committed to utilize company multi-occupant vehicles to transport many of the construction workers to the site. No more than 40 vehicles used for employee transportation should be on site each day, On many days the number of employee transport vehicles will be lower. For the purpose of this analysis, and to take a conservative approach, 40 vehicles are anticipated to carry construction workers to the site in the morning and depart in the late afternoon when work is complete. It is expected that most of the work will be done during the weekday period, however some work will carry into Saturday. Saturday will mostly be used for maintenance of equipment and set up for the following week's work. Estimated Construction Traffic The construction activity has six distinct phases, although three will occur concurrently. The Phase I Excavation Phase generates the most daily truck trips (40), but less employee trips (15). The Construction Phase and concurrent Retaining Wall and Drainage installation will generate the most employee trips, but less daily truck trips. As noted above, the Building Construction generates between 15 to 40 employee trips. It is expected that during the building construction phase that up to 54 truck.trips per day will make deliveries to the site and two trucks per week will remove debris from the site. The traffic analysis of construction activity will focus on these two construction phases of the project which are the ones with peak traffic flow generated by the project: The Phase 1 Excavation Phase will begin in early October and carry through March. Much of the activity will occur doing the winter months when traffic volumes are at their lowest, as evidenced by the traffic counts conducted during the four seasons of the year. During the Excavation Phases trucks will take the excavated material south on 'Nest Mill Road/Cox Neck Road to Sound Avenue/North Road and then west can Sound Avenue. Due to the nature of the construction work and construction company's location west of Riverhead it is anticipated that 90 percent of workers will come from the west and 10 percent will come from the east. All truck trips are expected to come from and return to the west. Table 4, Construction Generated Traffic, Phase l Excavation provides the amount of traffic that the Phase l Excavation will generate during the weekday AM and PM peak hours of traffic flow. No traffic is estimated to be generated. on Saturday: t "aa c yi.a" Y.Y k k a i.:ra t a; 6 a x t•3;tS&,"z`�l pti a. kt r k tt k',k A E.31sy x x hV.. 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Y u�:t� &�... �i x`k�'• t �,,. r �t }z:..a ,� t. a. t :k,l' �k i,. �^Tr `^,..'� k S�`u�'i.a 5�"'ST �tk `�2� x+: r4 `N-"t`sit 'r?}`k`�.Y�'��c�'�. 4.�4ti;�'• �� :�k *,S �'�: `�'"et r�aS�yats z"'t�`,s �:� ��'kt".r"al:.ta,.,a�.a, ":'t �' Sk?kJ•. a 3�,'"' 5a 1 k a` 't:Vic!. ;;•;':z3:a5Ys ami ax �•. t tj aacE,„� as'S ,tax Y.? ,,..,a 'u y `"`a`` Via`}tY,s kr;�,F.se..�"aYS ,i tas,`t Y#t .Sint tGl a-� w;. ll 2 4,...aGa ':2,'"t s.s a'ik,m rTz }t~;'`Y ,' ....:.' a :.,e 'y'r n-fi t. `”'t,S a`z,•'S.att"` a.., ;Y d a ?. z r•; �H t;�'``� �x�,��,a,, �Yi`�p�x[] `' a 3 �~7 S�aa. � k`xsa`.3S°'�F`St ,, t a ,,t, a a s a'Jr: •av ,, ;k -, 5. `e`"t 4.?; ata a4.. ST,,a1. c ;.:�a r k, t �; Ja* ~li�Yi;•.x y a. 4� b� k ..,.ar k vx.U�`o, a a Y: t, a:,.�;.: xa,5 ,.a.� a �. ,tb ...s<s s S 4 4;Y. £ �„ �` � $..1'Lv'v� k 5� 5c°1* t :.� Yc 1•l:� k X'At?k..:.tt 'l":S?."'�,5 S 'i', Al, u .1..,- s li �"s� �\ h.at 1.x.1... b lv t t.ka;.v�+SiY k'St a;>.$ citS a,St '1 aha., : t:. it C ia,:::, 22e 'ta •i3t;.�t *xt"ka. 'tj},,. Y• ..ta a eta ak, �"`;a.,,.�ttaa; Y s 1 aa4Y;aa' r,Y. �i l �!, C SY4��kit�u.t•''2 � tY `�6G1 ,.s A.. 1 5 �.yd� �';^�`�. t tU f6LGi�g t� 2�-�„� �LiR., .J ,�Y Rs� %Kl".tf.fir� t ht `tBri7o Y,14 ..3..�, xi.r,."�C„.:, taY.�`:.'n5.,ti. » €..?s .`< Eby tv. 3�.,''1.:.�,z, .">�.k., .,,r�..�„ "'+, t, s y t �, r r tact A „u `S:§s �t t� ,� •a t Employees 1181 15 4* 4* 15 NA NA Trucks (4 per hour) 4 4 4 4 NA NA Total 19 8 8 19 NA NA, 4 trips are added to account for potential pick-ups and drop-offs. Table 4 Construction Generated Traffic Phase 1 Excavatio Figure 15 Construction Generated Traffic, Phase l Excavation, Weekday AM Peak Hour, shows the arrival and departure of construction related traffic during the Phase I Excavation for the AM pear hours. Figure if shows the same information for the Weekday PM peak hours.. The construction generated traffic resulting from the Phase 1 Excavation was then added to the 2023 Spring No Build traffic as shown in Figure 10. The Composite 2023 Spring Construction Traffic resulting from the 5 Phase I Excavation of the site is presented in Figure 17, 2023 Build at Phase 1 —Excavation Spring. Table 5, Construction Generated Traffic, provides the amount of traffic that the Construction Phase concurrent with Retaining Wall and Drainage work will generate during the weekday AM and PM peak hours of traffic flow. 'It'is' anticipated that this work will also be done on Saturday during this phase. Early in this phase with the retaining wall and drainage work being done at the same time up to 60 workers maybe on site at one time. The number of workers will vary after that but will not exceed a maximum of 60. It will be assumed that 60 employees will arrive at the site in the morning and depart in the evening. Some work will be done Saturdays, but it is expected that only partial crews will be on site to do maintenance of equipment and set up for the next week's work. To take a conservative approach, it will be assumed that the Saturday work effort will be the same as during the weekdays for traffic analysis purposes. During this period truck trips will consist of deliveries of site materials. Additionally, approximately two trips a week will remove debris from the site. The number of deliveries is estimated to be less than five a day and will take place between 9:00 AM and 3:00 PM in each peak hour to be examined. To take a conservative approach it will be assumed that one truck will make a delivery during each peak hour, although this is unlikely to occur. '44 'R. R tmt ft z Hour., AN w. "S H' N �!M�R, Employees (60) 60 10* 10* 60 10* 60 Trucks (1 per hour) 1 1 1 1 1 1 Total 61 11 11 61 11 61 4 trips are added to account for potential pick-ups and drop-offs. Table 5 Construction Generated Traffic Building Construction Phase Concurrent with Retaining Wall and drainage 56 a� ar 4--4(2) Gly) est ill Road " c u a� 9 Site {w County Route 48 (0)0-11. LEGEND Existing Roadway Truck(Passenger Vehicle)Volurnes Signalized Intersection not to wale Sound Avenue Proposed Boat Storage uilding 5780 West Mill Road FIGURE IS STONEFIELD Hamlet of Mattituck, Suffolk County, New York k xcavation AM Traffic Impact Study ca 4(17) {2) est Mill Road 0 U W X w A Site County Route 4 (2)4---+ (2)0 LEGEND Existing Roadway Truck(Passenger Vehicle)Volumes Signalized lncersecticn not to scale Sound Avenue Proposed oat Storage Building 57808 West Mill Road FIGURE 16 N FE 0 Hamlet of Mattituck, Suffolk County, NewYork Excavation PM Traffic Impact Study a C4 tO � ' 0(0)[17] 101 (146)[140] r+, [305](146) 125 est Mill Road 0165](123) 105 n t2 0 n n u Site ININ 57 51 (96)[I 14] - ' 442(793)[bib] N co ) (35)[54] 7(90)[103] 4—412(886)[8.33] County Route 4 [2](3)0 [1035](756)827 [38](26)56 [862](607)723 — [73](62)47 " LEGEND Existing Roadway AM{PM)]SA`1 Peak Hour Volumes Signalized Intersection not to scale Sound Avenue Proposed Boat Storage Building 578 est ill ani Fl 1 STONEFIELD H2023-Build Phase I a Int attiuk, Suffolk cera Yak x v .tio Spring Traffic Impact Study The materials need for the construction of the buildings, drainage and retaining walls will,all come from suppliers west of the site. Trucks delivering these building materials from the west, will arrive on Sound Avenue east bound turning north on Cox Neck Road/West Mill Road. after dropping off their loads they will depart by reversing their arrival route. Workers that will perform the work will also`mostly cdn e`from"the aVest; ft is estimated`that° 0 percent of the"'workers mill`arrive"v'ia east bound Sound Avenue to northbound Cox fleck load/West Mill Road and leave by the reverse of that route. An estimated ten percent of the workers will arrive from the east via west bound North Road to northbound Cox Neck Road/West Mill load and depart in the reverse of this route. Figure 18, Construction Generated Traffic, wilding Construction, Weekday AM Peak Hour, shows the arrival and departure of construction related traffic during the Building Construction for the AM pear hours. Figures 19 and 20 show the same information for the Weekday PM peak hours and Saturday Peak hours respectively. The construction generated traffic resulting from the building construction was then added to the 2023 Spring No Build traffic as shown in Figure 10. The Composite 2023 Summer Construction Traffic resulting from the building construction with concurrent retaining wall construction and drainage work is presented in Figure 21, 2023 Building Construction Summer. Analysis of Construction Traffic Impacts As noted, the two phases of the construction effort that will generate the most construction related traffic are the Phase 1 ,Excavation and the Building Construction Phase. The excavation will,generate the most truck trips and. the Building Phase will create the most total traffic but will include fewer true trips. The construction traffic from each of these phases have been analyzed against the 2023 No Build Traffic to determine the potential impacts of the Construction traffic on the study intersections. The Phase 1 .Excavation traffic was compared with the 2023 No Build traffic based on the Spring 2021 counts. The Phase 1 excavation Phase will begin in Mid-December 2022 and last into late daring of 2023. The Winter 2023 counts exhibited substantially lower volumes than the Spring 2023 counts. It was determined that the Spring 2023 data would present a more conservative analysis then utilizing the Winter 2023 base. The Building Phase of the project will begin in late Spring, early Summer of 2023 and last until the late Fall of 2023. To analyze the impact of the construction traffic related to the Building Phase and consider a worst-case scenario, the No Build 2023 analysis was based on the Summer 2023 count data, as was the analysis of the 2023 Build scenario for the completed project. The analysis of the signalized intersections was conducted as detailed in the Intersection Capacity Analysis chapter of this report. The signalized and unsignalied intersection capacity analyses results have been provided in;comparison tables provided in the section of the Appendix to this report 60 0 as ; West Mill Road c V 40a Site County Route 48 (54) I (i)p— EGIEND Existing Roadway Trick(Passenger Vehicle)Volumes Signalized Intersection seat to sole Sound venue Proposed Boat Storage Building 578 est Mill Road FIGURE 18 STONEFIELD Hamlet of Mattituck, Suffolk County, New York Construction Traffic Impact Study 1 (d0) West Mill Road a� �a Site °(1) 0Oj 4. (1) County Route 48 (9) 1 � (b)0—I>- LEGEN 9 Existing Roadway Truck(Passenger Vehicle)Volumes Signalized Intersection not to scale Sound Avenue Proposed Boat Storage Building 5780 West Mill Road FIGURE 19 STONEFIELD Hamlet of Mattituck, Suffolk County York Construction Traffic Impact Steady , .. s. 1 (60) c3 (I i est Mill Road — ca; vaa it County Rout 8 (9) 1--+ (6)d LEGEND Existing Roadway Truck(Passenxer Vehicle)Volumes Signalized Intersection not to scale Sound Avenue Proposed .t Storage a uildin 50 West Mill Road FIGURE 20 STONEFIELD Hamlet of Mattituck, Suffolk County, New"Y"ork Construction SAT Traffic Impact Study 0 ry CIO Z 0(0)[6]. ET 50(109)[I 151 105](66)48 est III Road [62](73)41 ry v 0 It Q 47(71)[91] 408(893)[576 c f 2(3)[1] 1 (2)[11 407(855)[557] County out 4 Ow- [3](4) 1 [992](663)621 [64](49)88 [901](6 10)S59 v LEND [79J(72)SSr G Existing Roadway AM(PP9)CSATI Peak Hour Volumes Signalized Intersection not to scale Sound Avenue Proposed Boat Storage adding FIGURE 21 5780 West Mill Road STONEFIELD Hamlet f Mattituck, Suffolk County, New York 2023 itBuilding Construction Summer Traffic Impact cid entitled "Intersection Capacity Analyses Surninaries„Construction Traffic.” The tables provide the intersection Levels of Service (LOS) and intersection delay by movement, intersection approach, and the overall intersection. These results aro presented side by side for the 2023 No-Build and 2023 Build Conditions for ease of comparison. The detailed signalized and unsignalized intersection capacity analysis-results are-provided in the Appendix of this report in°the section entitled-Detailed -° Capacity Analysis Results, Construction Traffic. The results of the signalized and unsignalized capacity analysis indicate that the increased traffic from the constriction project will create negligible traffic impacts once the project is complete and fully operational. The analysis indicates that no intersection. Levels of Service (LOS) change and there are no individual movement LOS degrade at the intersections. 65 ADDITIONAL CONSIDERATIONS Project Alternative An alternative project has been developed that includes the construction of two boat storage buildings of 52,500 SF and 49,000 SF to support the operations of the trong's Yacht Center, with associated improvements"l el"ding","ravel-b'a-sd"dri"vewa ""and`parking eas v ter a aply sevaag dispi`sial.... .. ........ d site grading and drainage, landscaping, and lighting. The proposed two buildings would be sized identically to the two proposed for the proposed project. The primary difference between the two proposals is that the two buildings proposed under the project alternative would be constructed at approximately the existing grade of the site and would not require excavation other than grading to provide a level surface for construction. Once completed the use of the two buildings would be as storage, consistent with the proposed use under the proposed action. However, the two new buildings would be used for the storage of smaller boats then the two buildings to be constructed under the proposed action. The access roads to the new buildings under the project alternative will not support the use of travel lifts capable of transporting large boats to storage in the new buildings. .Also, this alternative includes elevating the roof heights of three existing buildings to accommodate large vessel storage. As such, this alternative would still require 11 new employees working Monday thru Friday. As with the proposed action,the buildings will be used for long term storage and boats will not be stored in the buildings for launching at the owner's use, as is commonly done with racy storage of boats at many marinas. The only boats available for use by owners will be those kept in one of the 40 existing slips at the Yacht Center. Table 6, "Site-Generated Traffic Project .Alternative - Based on ITS Trip Generation Rates", shows the estimated site-generated traffic anticipated during typical peak hours based on the TTI. trip generation rates for a 0-slip marina with 11 new employees to support the work to be done in the new storage buildings. As noted, other then the difference in the elevation of the buildings and increased roof heights of three existing buildings, the primary difference will be that once completed the new buildings under the alternative will be used for the storage of significantly smaller boats then would the buildings constructed under the proposed action. The proposed action would store boats that average 60 feet long in two new buildings, while the buildings constricted under this alternative would stage up to 300 smaller boats in the two new buildings. The larger boats averaging 60 feet cannot be trailered to the site and must arrive via the water. Smaller boats, as are anticipated to be stored in the project alternative, can readily be transported to and from the site by trailer. It is anticipated that 150 of the smaller boats stared at the site will arrive and depart by trailer. Under the Project Alternative it is anticipated that 150 small boats will be transported to the site mid- September to mid-October, a period of three months, for storage. The 150 stored boats will be returned to their owners from storage by trailer in April, May, and June, also a period of three 6 Given the three-month delivery and pick-up an average of two boat trailer trips can be anticipated during this period. As a significant number of the pick-ups and deliveries will be made by Strong's personnel using Strong's trailers, these trips will be two-way. Either leaving loaded and returning empty or leaving empty and returning loaded. The arrival and departure of these boats via trailer from m. -,,,,,,storage is-not-reflected in Table,6-as~these trips will�- enerally"not`occur during-peak`houm and- ill occur at a rate of a few a day. These additional boat trailer trips will be new trips generated by the Project Alternative that would not occur under the proposed project, as the boats to be stored under the proposed project would be too large to transport via a trailer. g $ a fIy w sx le'Tr isps p r Hour pgSa {nCe eekda :gip 7S 4 k'elCday�A iYl`sr fv'Si"Y`'li a 1- 1.Y i n M+v: atrdlL�.: x:?c,Cci Generator 1 sp4k w Y r s l p .hs` k t4 i x t ~r' Realf.HQUr4 va.;U §x». ata f 'a ,k,CJ` '� xk t Enter# Enter Exit inter Y k Est ' t a+, s'. Existing Marina with 40 slips 3 2 8 3 4 (Lard Use Code 420) New Employee Trips 11 2 2 11 8 0 (11 New Employees) Tota 1 14 4 8 14 4 5 Table 6 Site-Generated Traffic Project Alternative Based on ITE Trip Generation Rates Existing Marina with Two New Storage Buildings 6 Table 7 Comparison of Site Generated Traffic, Proposed Project versus Alternative Project compares the site generated characteristics of the two alternatives. „Y'. ,� ;y�°"sa; S k �i a p a,t ? S, s e Se C'i;•; b. �;:.,>F s"4k }. +; 2a s ;:,i�"1-,�i '`c Saw,,,..a,�.�t� t �"Ci t�e. ww.�,* '' .�7,�. is¢ x a�.su tom,1'Y rat,»A9y,s.. t3..x`"' 1'�.} Y 1 i' 'a"`fi• tl'4 ?-.t?�;5','` ?4t ., a YL'i �, x is 4 a ?'a§ ., a��„�� 'S ? }u'•,+ +gi.h 3.. k„ §S§C 1 '3 §'Mt)\"„' 'S3Y S`E Y0 `1 T v<'t w, S kS b #1`+4 W, M }rt�,.t 3 3...,.d�a:3:dx'ic.: �ar, , .:r311.4Y;li,`i`"�i,,�§1 J n ,i. 2ykY *,^ EnL r p} 'II } �t ik,t 2S Sf lit r}, 'y .;4 �t #„�� r `i4 1Ati'E b 5tG � zt tea' 734 Proposed Project 14 4 8 14 4 5 Alternative Project 14 4 8 14 4 b Difference 0 p 0 0 Q o Table Comparison of Site-Generated Traffic Proposed Project versus Project Alternative Truck Routing Plan As note previously noted in this report, it is anticipated that all true deliveries for the construction of the project will arrive from the west on Sound Avenue and return using the reverse path. Like wise the material excavated from the site will be loaded on trucks and removed from the site. Trucks hauling this material will travel to the Qwest on Sound Avenue and return to the site empty also via Sound Avenue. From Sound Avenue trucks destined for the site will utilize Cox Neck Road/West Mill Road to arrive at the site. During the first two phases of the project's construction, the site will be accessed via temporary construction access onto West Mill Read, approximately 1,600 feet north of Bay View Avenue. The construction of the temporary access will be ;accomplished at the beginning of the first phase of constructi. A temporary haul road from West bill Road to the portion of the site where the two new buildings are to be located will also be constructed. Following construction of the temporary access and haul road, the site will be cleared, and the initial phase of the construction completed. The Phase l-Excavation of the site will be completed utilizing the temporary access to West Mill Road and the temporary haul road. At the end of the Phase l- Excavation the temporary access will removed, and the temporary haul road will be used by emergency access only and will not be used by any track or employee access to the site. Following 69 the closure of the haul road all access to the site for construction will be from the existing access to the site at the end of Nest Mill Road. Figure 22, Truck Routing for Project Construction indicates trucks used for the construction of the project will utilize Sound Avenue to Cox Neck Road/West Mill Road, Figure 22 also shows access to the site via the temporary haul road during the first two phases,of,construction°and,the,existing�site access that°ih be used all"otherphases of"the�projeet.-" The nature of Cox Neck Road/West Mill Road is fully described in the section of this report entitled, "Roadway Characteristics". Vehicles that traverse Cox Neck Road/West Mill Road will encounter no school zones, and all intersections along the road are unsignalized Stop sign control with Cox Neck Road/West Mill Road as the primary through road with no control. Vehicles on Cox Neck Road/ West Mill road can move along the entire road from the site to the intersection of Cox Neck Road with Sound .Avenue. The speed limit along Cox Neck Road/West Mill Road is 35 miles per hour, however,project trucks will be instructed not to exceed 30 miles per hour to mitigate any community concerns relative to construction trucks. The intersection. of Sound .Avenue at Cox Neck Road and North Road (CR 48) where site related vehicles either exit Sound avenue onto Cox Neck Road or enter onto Sound Avenue from Cox Neck Road is the only roadway where traffic control and potential vehicle conflict points might impede traffic flow. The intersection is well designed with separate lanes for all turning movements. A traffic signal under the jurisdiction of the 'Suffolk County Department of Public Works controls the intersection. The operation of the intersection was analyzed as part of this study. The results of the study are;provided in the section of this report entitled, ".Analysis of Construction;Traffic". The results of the analysis indicated that the site related construction traffic generated by;the site can be readily accommodated with negligible traffic impact. The construction related traffic causes no change in the intersection LOS nor any change in individual movement LOS. Sound Avenue west of Cox Neck Road is well suited to carry the site related construction traffic. There are no school zones along the road.- East of Cox fleck Road North Road (CR 48) and west of Cox Neck Road are designated as "Truck Route 25". The roadway is designated as "Truck Route 25" due to the lova height railroad bridge crossing over Route 25 east of:Aldrich Lane. The:roadway is also designated as a Federal Aid Primary Roadway and is the only east/west roadway with that classification within the Town.of Southold. The speed limit on Sound Avenue is 45 miles per hour. The route that trucks and other vehicles will use during the construction of the site improvements, as shown on Figure 22 is suitable for the expected traffic and can accommodate it with minimal traffic impact. The proposed 30 mile per hour maximum speed to be observed by project trucks on Cox Neck Road/West Mill Road will mitigate concerns of the community. 70 F£e} 0 0 Y Q CR s , f CAP o AS DP 4 , 0 Ott k r F S C11.,. v �r �.ii e"m -,rc lA a Y { 4 V V° Y o {a 27) �S .« Mal LL ru a kxj,$xi a w t"�h � Y'k LL "1 1 " C�' CJ � rt Rja O , « a 4 y 14 S 1 t t S4 t . 6'I �Y duh r �ti3=u s., x Impacts on Pedestrian and Bicycle Use Pedestrian and bicycleobservations were made in association with the intersection turning movement counts collected at the intersection Cox Neck Road/ `est Mill Road at Breakwater Road and at West Mill Road at Bayview "Avenue/Salah,Lane: . s with-the.tum'iri lto e en bOUht�, activity° ra captured and recorded with video and the videos were observed in the office with the data transcribed into tables giving the number of vehicles, bicycles and pedestrians observed in 15-minute intervals over the observation period. The observation periods were that same as for turning movement counts: the weekday AM peals hours of 7:00 to 9:40 AM and the Weekday PM peak hours of 4:40 to 0:40 PM and the Saturday peak hours of 11:00 AM to 2:00 PM. The bicycle and pedestrian counts are provided in the Appendix of this report. The bicycle and pedestrian observations indicated very little use of Cox Neck,Road/West Mill Road by either bicycles or pedestrians. Luring most 15-minute observation periods there were no bicycle'or pedestrian traffic observed. Infrequently, either a single bicycle or pedestrian was observed and on approximately o periods 2 bicycles or pedestrians were observed and in four periods 4 were observed. The number of bicycles and pedestrians using the roadway is very low. Cox Neck Road/West Mill :Road is typical of most local roadways on eastern Long Island. While each roadway has 50 foot or more rights-of-way, only half is paved, and the remaining undeveloped right-of-way provides no accommodation for pedestrians. bicycles must share the existing vehicle travel lanes with other users of the road. Cox Neck Road/West Neck Road is approximately 20 feet wide but varies'along its length from 24 to 28 feet. A small portion of West Mill Road cast of Naugle's Drive is only 22 feet wide. Pedestrians and unicycles currently use the roadway with the existing traffic and the three-year examination of accidents along the roadway did not indicate any involving either pedestrians or bicycles., Tinder the completed project up to 13 new trips would he added to this roadway during the weekday AM and PM peak hours of traffic. This small number of additional vehicle trips will not be noticeable and will not effect;pedestrians or bicycles using the road. The construction of the project will add additional trips to Cox Neck Road/West Mill Road for the slightly over one--year construction period. The number of trips will vary over the construction period and the mix of passenger vehicle/truck trips will also vary. The highest number of truck trips will occur during the Phase I Excavation of the site, which is scheduled from the end of September to beginning of April. It includes the entire winter season when pedestrian and bicycle use is typically lower. During this period up to 4 trucks per hour will travel both north bound and south bound to the site. heavy trucks, such as sanitary trucks and fuel oil delivery trucks currently use the roadway and there were no accidents evidenced in the accident study, which included over three years of data indicating that trucks were not causing any problems. The addition of four tracks an hour in each 72 direction will not create any capacity issues or create additional hazards not currently experienced by bicycles and pedestrians using the road. Further, project trucks will observe a maximum speed limit of 30 miles per hour when operating on Cox Neck Road/West Mill load to assuage comminty concerns. The paved surface of the roadway provides at least 22 feet of width. That is sufficient to operate a two-way roadway with trucks. Motor vehicles operating on any public roadway within New York State must share the roadway with bicycles and pedestrians using the same road. As such any motor vehicle will have to give way to pedestrians and bicyclists using the road, In most cases they will be able to move over and pass the slower moving bicycles and pedestrians. In some cases, they may have to slow and allow a vehicle traveling in the other direction to pass before moving over to pass the bicycle or pedestrian. This is a common occurrence on the relatively narrow eastern Long Island roadways and is currently occurring on Cox Neck Road/West Mill Road, but with fewer trucks. The minor increase in truck trips in unlikely to cause any additional problems. There are between 50 to 60 homes that front on Cox Neck Road/West Mill Road between Sound Avenue and the site. Some of these homes may generate school age children that will be bused to school each weekday during the school year from early September through June'. These children will be picked up by school bines in the morning and dropped off in the evening. Due to the longer workdays of site construction the drop-off will occur prior to construction workers leaving the site. The drop-offs may encounter a truck removing or bring material to the site. In the morning the pick- up of students will likely encounter both construction workers headed to the site and occasional trucks also headed to the site. The NYS Vehicle and Traffic Law requires all traffic to stop for school buses with flashing red lights either dropping off or pickingup school children. The professional drivers operating trucks engaged in the construction of the project will adhere to the law and the pick-up and drop-off of students is expected to be safe. Studentswaiting to be picked up in the morning are expected to wait off the road, usually in the driveways to their homes. This is also a safe practice not expected to be degraded by the passage of an occasional site bound truck or worker headed to the site. It should be remembered that similar activities take place everyday within the Town far busier roadways,.such as along Route 2 . Impacts On Road Surface Condition Cox Neck Road/West Mill'Road The Town of Southold Highway Department was contacted to determine the Highway Departments evaluation of Cox Neck Road/West Mill Road condition. In a. letter dated May 18, 2021the Town of Southold Highway Superintendent, Mr. Vincent Orlando, noted that the roadway was in "......fair condition. There are some rough locations but for most part fine." Mr. Orlando also noted recent and planned work on the road: 73 2014 - Section of West Mill Road from Miller Road to Bayview North Drive was micro surfaced. 2015 — Small Section of Cox Neck Road 100 feet north of Meday Avenue was resurfaced. 2021 — Planned resurfacing with 1-1/2 inches of Type 6 asphalt of Cox Neck Road from. Nbrth,Road (CR,48)°tj�6rgen Avenue;' Heavy trucks introduce more wear on the road structure than passenger vehicles, vans,pickup trucks, and other smaller, lighter vehicles. Trucks delivering .materials to the site or removing excavated material from the site will all comply with.New York State Vehicle and Traffic law regarding the size of vehicles and the permissible weight of vehicles that may operate on the public roads of the Mate including Cox Neck Road/West Mill Road. Only half the trips to or from the site will be by filly loaded vehicles. Trucks removing material from the site will return to the site empty and trucks delivering material to the site will leave empty. It was estimated that during the Phase 1 - Excavation 40 trucks would leave the site each day and return to pickup material empty. The 40 trips would occur over the ten-hour workday or 4 trips each hour. The excavation and removal of material would occur Monday through Friday for a 5-to-6- month period which includes both the Phase 1 and 2 excavations of the site. Other phases of the construction will utilize fewer truck trips. At the proposed temporary haul road to the site that will connect to Nest Mill Road south of Naule's Drive a temporary RCA shoulder will be placed along the read north and south of the access to protect the existing edge of West .Mill Road while trucks use that access. A 100-foot-long RCA shoulder will be placed south of the haul road and a wide radius will be provided at the southeast corner to facilitate truck turns off north bound 'West Mill Road. Upon completion of the work, the RCA shoulder will be removed, and the existing edge of the roadway fully restored. The haul road will remain post-development to serve as an emergency access route to the site. The layout of the temporary haul road intersection with west Mill Road is shown in Figure 23, Haul Road Access. Cox Neck Road/West Mill Road, particularly the section north of Breakwater Road have generally light traffic volumes so the combined small vehicle and large vehicle increase in traffic, even with the additional truck loading from site generated construction, should be tolerated by the existing road structure. The; applicant is committed to correcting any damage that is done by construction activities. A survey of the pavement condition will be done prior to the commencement of construction and the roadway will be resurveyed following the completion of the project. In concert with Town of Southold Highway Department, the before and after surveys will be reviewed, and if damage did occur due to the construction, the appropriate measures will be taken to correct it 74 a, a �s k S ��z r &aha, r a r � t e i � 9 Y v Heavy Vehicle Traffic Induced Vibrations Heavy vehicles operating along the highway can induce vibrations, but the extent that this occurs is dependent on the surface condition of the roadway itself. A heavy vehicle riding on a smooth surface will generate little vibration, while the same vehicle riding over a tough surface will generate vibrations. Those vibrations can be transmitted in the existing ground material to structures in proximity. Solid and densely packed materials transmit the vibration better then looser more granular material. The sandy soil that Cox Nock Road/West Mill Road lies upon is not conducive to the transmission of vibrations created by trucks. The only existing structure that maybe susceptible to increased vibrations from trucks would be the existing water tower'• located close to West Mill Read on adjoining property to the site at the southwest corner of the subject site. Most other structures are located further away from the road and vibrations from the read would be dampened. As has been stated earlier, trucks traveling on a smooth roadway will not create substantial vibrations. pothole or roughness due to alligator cracking or some other pavement roughness, will increase the likelihood that vibrations will be created. The maintenance of the roadway by the Town of Southold with the resurfacing scheduled for fall 2021 and completed prior to the construction of the project will provide a roadway smooth enough that inordinate vibrations should not be generated by the trucks expected to use the road during construction. The Applicant will commit to quickly repairing any potholes that appear in the roadway during the construction activity to minimize the potential for vibrations that could affect existing structures, Site Parking and Circulation As indicated on the Site Plan, based on the current and frost-development storage area, the Town of Southold parking ordinance requires as 262 surface parking stalls are required. A total of 57 spaces are provided with 4 of them being handicapped spaces. There are currently 23 stalls provided on-.site, with the proposed action including the creation of 34 new parking stalls on-site by striping gravel-surfaced areas that are currently used for parking but are not formally marked. ;As indicated on the Site Plan, 11 stalls would be located along the east side of Building 7, four (4) stalls would be located on the south side of Building 8, and 19 stalls would be located to the east of wilding 8. Upon implementation of the proposed action, the available parking would be increased from.23 stalls to 57 stalls. The ITE 'provides data on the parking characteristics of Marinas in their reference book "Parking Generation". In the reference, under hand Use Code 420 (Marina), data from a study of the marina use is provided. The basis of the study was on the number of berths provided at the:marina and the 76 study found that marinas generated a parking demand of 0.35 parked vehicles per berth. In the case of the SYC the expected demand would be for 14 parked vehicles. It should be noted that the parking demand observed at the marina included all accessory uses at the marina including the servicing and storage of boats, retail sales and service, marina office, and the sale of fuel for boats. All services offered at the SYC. SYC is unique in their operation in that the number of berths/slips available is relatively small, but their service and storage operations, particularly those proposed, are larger in proportion to the number of slips provided. With this in mind, it is reasonable to include the number of employees into an examination of parking demand. SYC when complete will have up to 27 employees on site. Allowing one space for each of the 27 employees plus the anticipated demand from 40 slips at 14 spaces the total anticipated demand for parking is 41 parking spaces. It should be recognized that this methodology is conservative and partially double counts activities included in the ITE data. Further, the marina is fully staffed by 27 employees during the weekdays with lower staffing on site on the weekend, while peak demand generated by the slips and owners using their boats is generated on weekends and holidays. The SYC currently supplies adequate parking for the existing facility with 23 stalls provided on-site and another area currently used for parking but are not formally marked. The proposed new buildings are for boat storage only and would not generate additional parking demand other than by the new employees that will work in the buildings. The additional 11 employees expected post-development will generate the need for II additional parking spaces. Additional parking is being provided for these eleven employees. Again, it should be remembered that the new employees will be Monday through Friday workers while peak demand generated by typical marina operations occur on the weekend and holidays. The proposed Site Plan which provides 57 total parking spaces with 4 handicapped spaces will adequately meet the parking needs of SYC. All site parking is accessed from a centralized access aisle located between the bulkhead along Mattituck Inlet and the buildings. The aisle has a minimum width of 24 feet and is often more generous than that. The site circulation plan is adequate for the intended purpose. 77 CONCLUSIONS Our study and traffic engineering analysis have led us to conclude that, the adjacent highway and street system will be able to accommodate the proposed Strong's Yacht Center Project. Although there will be a minimal increase in traffic from the development of the project, the development of the site, as proposed, will not cause a significant negative impact on traffic conditions. The following points should be recognized: 1. The proposed access plan has been designed to adequately provide for the projected traffic entering and exiting the access driveway to assure the public safety and to minimize traffic congestion. 2. The additional site-generated traffic resulting from the proposed Strong's Yacht Center project can be expected to add only 11 entering and 2 exiting trips during the weekday morning peak hour. During the weekday P.M. peak hour, the site-generated volumes are anticipated to be 11 exiting and 2 entering vehicle trips. These trips will be generated by new employees at the site arriving in the morning and departing in the evening. Other random trips will occur during the day, but the number of these trips will be low and in the range of none to one or two in an hour. 3. The intersection capacity analyses conducted to measure the impact of the new site generated traffic on the surrounding street and highway network indicate the new traffic can be accommodated with negligible traffic impact, 4. The amount of construction traffic the project will generate during each phase of construction was determined and the potential impacts examined utilizing intersection capacity analyses. The intersection capacity analyses indicated that the construction generated traffic would have minimal impact on the capacity of the road network, 5. Three and a half years of accident data were obtained or Cox Neck Road/West Mill Road and the intersection of Cox Neck Road at Sound Avenue/West Mill Road. Only three accidents occurred along the entire length of Cox Neck Road/West Mill Road; one involving a deer, one involving a vehicle leaving the road and one involved a vehicle backing into another parked vehicle. There are no demonstrative conditions along the road that would indicate that the project volumes would increase the potential for additional accidents. Accidents occurring at the intersection of Cox Neck Road at Sound Avenue/North Road were typical of those occurring a similar signalized intersections with similar traffic volumes. 6. An alternative project has been developed that includes the construction of two boat storage buildings of 52,500 SF and 49,000 SF to support the smaller boat storage operations of the Strong's Yacht Center, along with elevating the roof heights of three existing buildings to accommodate larger vessels. As such, this alternative would still require 11 new employees working Monday thru Friday as does the proposed action. The alternative will generate the same amount of traffic as does the proposed action during the hours of analysis. The primary difference with respect to traffic impacts once the project is completed, is the new buildings under the alternative will be used for the storage of significantly smaller boats then would the 79 buildings constructed under the proposed action. The proposed action would store boats of sixty feet or more, while the buildings constructed under alternative would store up to 300 smaller boats. Boats more than sixty feet cannot be trailered to the site and must arrive via the water. Smaller boats, as are anticipated to be stored in the project alternative, can readily be transported to and from the site by trailer. It is anticipated the half the smaller boats stored at the site will arrive and depart by trailer. The boats being transported to the site will arrive September and through November, a period of two months. They will be transported from storage in April and May, a period of two months. 7. Counts of pedestrian and bicycle usage along Cox Neck Road/Mill Road indicated only minimal usage by pedestrians and bicycles. The accident study revealed no accidents involving bicycles or pedestrians. Despite the relative narrowness of the road the small numbers of additional vehicles the project will generate during construction and after completion should not increase the hazards to bicycles and pedestrians also using the road. Motor vehicles operating on any public roadway within New York State must share the roadway with bicycles and pedestrians using the same road. As such any motor vehicle will have to give way to pedestrians and bicyclists using the road. Inmost cases they will be able to move over and pass the slower moving bicycles and pedestrians. In some cases, they may have to slow and allow a vehicle traveling in the other direction to pass before moving over to pass the bicycle or pedestrian. This is a common occurrence on the relatively narrow eastern Long Island roadways and is currently occurring on Cox Neck Road/West Mill Road, but with fewer trucks. The minor increase in truck trips in unlikely to cause any additional problems, 8. Cox Neck Road/West Mill Road, particularly the section north of Breakwater Road have generally light traffic volumes so the combined small vehicle and large vehicle traffic even with the additional track loading from site generated construction should be tolerated by the existing road structure. The applicant is committed to correcting any damage that is done by construction activities. A survey of the pavement condition will be done prior to the conirnencement of construction and the roadway will be resurveyed following the completion of the project. In concert with Town of Southold Highway Department, the before and after surveys will be reviewed, and if damage did occur due to the construction, the appropriate measures will be taken to correct it. 9. The proposed Site Plan which provides 57 total parking spaces with 4 handicapped spaces will adequately meet the parking needs of SYC. All site parking is accessed from a centralized access aisle located between the bulkhead along Mattituck Inlet and the buildings. The aisle has a minimum width of 24 feet and is often more generous than that. The site circulation plan is adequate for the intended purpose. As a result, based upon traffic engineering considerations, it is recommended that the proposed Strong's Yacht Center project be approved. 80 TRAFFIC IMPACT STUDY FOR STRONG'S, APPENDIX HAMLET OF MATTITUCK TOWN OF L Prepared For. ST G'S YACHT CENTER Prepared By.- DUNN ENGINEERING ASSOCIATES With STONEFIELD ENGINEERING AND DESIGN Now October 2021 T Table of Contents - Appendix--.." abk Appendix ...... ..... ...... ..... Intersection Capacity Analyses Summaries Existing, ries ExIsting,No Build and Project Build Existing,No Build and Excavation-Phase 1 Build Existing,No Build and Building Construction Build Intersection Capacity Analyses Results 2021 Existing Spring Analysis 2021 Existing Summer Analysis 2023 No Build Spring Analysis 2023 No Build Summer Analysis Project Build Analysis(Summer Analysis) Construction Build Analysis Phase I Excavation(Summer) Construction Build Analysis Building Construction(Summer Season) Traffic Volumes Agency Data Proect Data j Winter 2021 Data Spring 2021 Data Summer 2021 Data Fall 2021 Data NYSDOT Accident Verbal Descriptions i APPENDIX Intersection Capacity Analyses Summaries Intersection Capacity Analyses Summaries '"�$ soe """w ��ry yr � .i; :•i ik,"m �i. 4m ¢ k1tT m44 U Q wv �' as S3 «.1 Y cUaw sta64 •LV 53 # duly Y" 0 2 LLL ar a, to d4dddd m o Z of ., ry tem wA rO a �_.mm..e W d d � < < <a U < < d ❑ Q � � CL � N LLJ lu u xU < < 0 IL < 0 u n L) 0 u < < Ln m CL < < a U < Eu 4 < < < < IL is 063 < < < < V U < < U U RI o co u L is E 0� - < < < to IL 0 u 0 D 2a oj5 i2 ra M WW_16 W 3: ,I Z. 11-W I LAJ Z LLW `t ^c 41 CIO* v x _ w p o" a n s e ° w a M e, a 4, rpt ran re ui " 0 d < d � cG', G1U m a m n VA $ to 4 d < d: L7 d.9 m 4 •X C3 L3.. Q ` C) J ''F- a tj 6z p Cl co to Ow LR LAJ LU oa„� d ^ _ a d i F a m L �°a X ur APPENDIX Intersection Capacity Analyses Results Intersection Capacity Analyses Results 2021 Existing Spring Analysis Weekday AM Peak Hour a a o a a as r a- a F g r., � ® "" � �r psi f i# 1, �i i a� r a• � ii f �i # is ! it I a'# E it F f 4 iF p p 9 9 1 R i $ y i � � �' is � �� :� '�a �' a. � �.,' � •..,.. i r � i # n w a ## # ## # e # # # r a air �. •• � +r ### a a IM m a lataml t y y 1 a s • � � • .: • � � � � � �a �"' � � E:� 1 � 1ta as �� �a h�:� i'. 0. 9*^gip �* ..• .M a `• �- «� � �� ! t i �a' a�:• .!' t 4 a i e � ° t g�& $ � °p �; P..B. �� .M«: W iF �! �r t «. '! . ! �r ��.... � �' � � ! e P # :r �,./ % o �d.,P 4. '.' a �� S .. �. ,. �, � �.,� u i B.. �� i, T 9 ■ Weekday PM Peak Hour , t tl 1i 11 t " it y yy aoa III M all J.FM 4w d A a n of '4 1 HCM Signalized intersection Capacity Analysis 2021 Existing Spring Condition : Sound Aire & CR 48 & Cox Neck [fid Weekday Evening Peak Hour Lane Configurations . .: y Future Volume(vph) G Lane Width 12 T t tt:eet�tirn Lane Util.Factor Frt Fit Protected S td.Flow.(prot Flt Permitted S td:ffor rr Peak-hour factor,PHF M4 All Flow( ph),. R `CR Reduction(vph) 0 Lane Grpup Plp h) . Heavy Vehicles % 0% Turn 'ype t Protected Phases PermittodPhases,, Actuated Green,G(e) Effecove eR," " Actuated g1C Ratio Ieerance ire r Vehicle Extension s Lame GrpCa .. . v1s Ratio Prot v/s Ratio Perm v1c Ratio Uniform Delp01, Progression Factor tnteerttI L1�lay,��; Delay(s) Leel v Approach flay is Approaoh LOS tonefield Engineering&DesignS nchro 11 Report RC1 P 10/15/2021 +' J o 1 �� r w ♦ # x 11F ## ## 9 # # # a ae MINIMUM- 9 9 ! 9 9 F i # � _ �� �'+� � . • -- + - � "- � � � � � � �� �, ♦ r e � � � r �a�� ° � � �� .�^ �*� �, I,W � � o o s � «; � � � � ,�, ��. a°��a �: ; • ..- a :.� , �_ � � �� . r .a' r a � a, � ® -r � r � # +� � 1 .�- e � ,w- u • � o ma � w � � � , � .�^ y A �� w�♦ JJ1 •� ♦ 4 �, F ` ♦ ' # papb r p a a .�� �. a a a �r � y .�. � ", w r i r� 1 , Saturday Peak Hour # g ■,y # � # • � *r 1 ** F ** f *s 1 *s ! ** 1 *a � *t 4 *s i *► N *► ! •a a "• ''" 1 f 1 ! f i t ' 1 ': M � � f 1 ■ p * t HCM Signalized intersection Capacity Analysis 2021 Existing Spring Condition Sound Ave & CR 48 & Cox Beck;Rd Saturday Midday Peak Hour Lane configurations Tta c volu e1vd ' Future Volume(vph) Lane Width 1'2 Lane Util,Factor Frt Fit Protected Satd."Flow(Orgt Fit Permitted W,,fl Peak-hour factor,PHF U6 Adj.,Ft 4vph RTOR Reduction(vph) 0 Lueru °Pto ► ... 7 Heav Vehicles °, 0% TUU Protected Phases Permute Phages y Actuated Green, (s) en Actuated gi Ratio Vehicle Extension Lrt prr77t v/s Ratio Prot tiPe rm v/c Ratio Uniform:�?�1eye 41 Proogression Factor In ; en0l Nl y,d Clay(s) Levei of Se �. Approach Delay is1 AOOY* LOS .. tonefield Engineering&Design y�nchro 11 Report EX1 AT 1011512021 HCM Signalized intersection Capacity Analysis 20121 Existing Spring Condition 6: Sound Ave & CR, 48 Saturday Midday Peak Hour LaneConfigurations TiO Velrr1 ? 1 tt 1 � � , Future Volume (vph) 101 817 122 31 Idat F9rtvpllpl) 1900130; 100. Lane Width 12 12 12 12 11 14 TOta(Lost tlrra0�N: Lane Lltil,Factor 1.00 1.00 1.00 1.00 Frt 1;0 : Flt Protected 1.00 1.00 -O,95 1.00 GtdFF9aPt t881 i. `1811 : 1 ?5.,:; 17 . Fit Permitted 1.00 1.00 OM 1.00 Peak-hour factor,PHF 0.98 0.98 0.98 OM 0.98 0.98 Adj'Fldwjvph): 1436 C) 1-4, RT,OR Reduction(vph) 0 0 0 0 0 28 LaI . tolip Fto (� 1036 0 , 0 1 Heat/ Vehicles % 1% 0% 0% 2°l© 0% 3°I° Tun fA t! rt rr '" .. Protected Phases 2 6 4 Permitted Phases :.. : Actuated Green,G(s) 53.9 53.9 11.2 11.2 (flue rn g ts) 53 9 1 58 9 11 11„ [Actuated g/C Ratio 0.67 0q�67 0.14 y 0.14 2.. 4Yn ., Vehicle Extension(s)" 3.0 3.0 3.0 3.0 LOO Prp'Cap NO 1 67 vis Ratio Prot c0,55 045 ON VO v1c Ratio 0.82 0.66 0.51 0.02 tlnori :06I 4 Progression Factor OAA 1:00 1.00 1.00 thOre t9 4;i �ti .�. 8 Delay(s) 8.4 9.0 33.5 20.7 Lev of A Approach Dela (s) 8.4 9.0 32.7 Approach A 4 MM2 Crttid)'9r19 HC12000 Volume to Capacity ratio 0,70 Act tdCyLog ( 80;0 : . utn of Ittlrri is 14:9 :;;. Intersection Capacity Utili ation 72.67° ICU Level of Service M IY§I ort(min), : 1 o Critical LaneGroup 8tonefield Engineering&[design Gnchro 11 Report EXJ A7 10115/2021 * _ � � _ ,� ! � � � � r r M . , i � �'.. y{ � yy p yy � $ • � �"®a �' �""� r• 4 .i• "� w 1= � i .� r .a^ � M � a . a � e .i r t � 1 .�,. � �j .�,- � ,� e � {� � T� o �- A ,, .�. a a "e � a 0 .•. * e :« ,� y �, + ♦s a �' � 9; � "" � �, °a w } a � �' � � � a w. k�'� �. A * a�' w � �i '� � 2021 Existing Summer Analysis Weekday AM Peak Hour w a gF ° � • " 1 ° alp °� ° ° ®l Rai wig: w M � a s Y i •i i i i l J i '�i y �¢i T i# 11�:i 11 F. k k k F} } N w N r *w a A p; y HCM Signalized Intersection Capacity Analysis 2021 Existing Summer Condition 3 Sound Ave & CR 48 & Cox fleck Fid Weekday Morning Peak Hour Lane Configurations Trafit'tc: bldrn1(uph Future Volume(vph) Idyl F'loW yph l gt Lane Width 12 TAM s� A! .:.. Lane UK Factor , Frt Fit Protected * Ow(prof) Fit Permitted Flow Peak-hour factor,PHF U5 RT'OR Reduction(vph) 0 Len vpb low Heavy Vehicles 0% 'horn pe, .•:.. Protected Phases P rtl°Pa Actuated Green,G(s) Actuated g/C Ratio Vehicle Extension s ... v/s Ratio Prot vlc"Rath Ctplrn L3elg .s Progression Factor Delay(s) teul ri t �� Approach Delay(s Appraoh . ti ON Stonefield Engineering&Design Synchro 11 Report EX2Alt 10/14/2021 e � + e of r1':e + " 1� fi tl 11 o J ®'m m 1 : m z t w. i4 M IFr - w a moo r i @ 'M"E i w � t ♦ ------—------ .i � f k d 8, Weekday PM Peak Hour a a a M 1 t t IN .. i ii 11 1 11 it 1 + i1 pif 1011 1 • t . t; 1 0 oil *i1 t a t9. to IY' a . t • ® t t ''at 1 1 HCM Signalized Intersection Capacity Analysis 2021 Existing Summer Condition SouINNndAve & CR 48 c& Cox Neck Fid Weekday Evening Peak Hour Lane Configurations `' c V€ilue( h) 0" Future Volume(vph) ideal Flt r( Phpl 1 1 Lane Width 12 Tf°,al, stt(rrtp Lane lltil,Factor Frt Flt Protected td��FlbWap t) . Fit Permitted atri.Flcu rrn . Peak-hou r factor,PHF 9.95 A .F�Owv } RTOR Reduction(vph) 0 l. dp ( h 9 ;i Heavy Vehicles LO 9 rrtTye: Protected Phases Perini Phases Actuated Green,C(s) E'114 free ;( v Actuated g/C Ratio levan Time fsI Vehicle Extension ; Arte' I ... .: ." . .. v/s Ratio Prof rrls RataPorro ;. vlc�Ratio � Urtrrnelay tf1 Progression Factor MOM .ettalgelr d . . <.. Delay(s) Reuel Approach Delay(s App > Q tonefield Engineering&Design ynchro 11 Report` E2PI 10/1512021 HCC Signalized Intersection Capacity Analysis 2021 Existing Summer Condition 6: Sound Ave & CR 48 Weekday Evening Peak Hour Lane Configurations Tree T Future Volume(vph) 644 0 0 837 138 9; Id al Flea 00 ::. 190'' 1906, 1 """""400101 0g Lane'Width 12 12 12 12 11 14 .. a8in6 Lane Util.Factor 1.00 1.00 1.00 1.00 F . t} 1 Q; . Fit Protected 1 e00 1.00 695 1.00 atdy Fioyr(P ) 1718 172 Fit Permitted 1,00 1.00 0.95 1.00 77 .. 1 2 , ­,,;172 Peak-hour factor,PHF 0.99+7y 0.97 0.97 0.97 0.97 0.97 Ad1y FA ( h IPSP I4 9 ^ RTOR Reduction(vph) 0 0 0 0 0 8 6 , Heat/ Vehicles °lo 2% 0% 0% 7% 1% 0% N ,,.: it ' rm.. Protected Phases 2 6 4 P*l# Pha .:•: : . 4 .. Actuated Green,G(s) 62.4 62.4 12.7 12.7 Vied "ret;� ( . .4 t2;7' .. Actuated g1C Ratio 0.69 0,69 0.14 0A­4 learanTnr (s) Vehicle Extensions 30 3.0 3,0 3.0 Lane, ., vds Ratio Prot 0.36 cO,49 e0.08 ale Ratio Pari O:Ot} v/c Ratio 0.51 0.70 0.58 0.01 Progression Factor 0.43 1.00 1 M 1.00 Delay(s) 4.2 10A 39.7 33.2 Lear co , � ;.� .3 ' ; Approach Delay(s) 42 10.1 39.3 App(`_a qc HC 2000 Volume to Cascity ratio 0.68 Atuatiie>art( 9 . nt olt:tinl ;( '. Intersection Capacity Utilization 64.1% ICU'Level of Service c Critical Lane Croup tonefield Engineering&Designynchro 11 Report E 2PM 10/15/2021 • � - ""�N moi' � ' . ,� �R ,.e r< F w•. #, e • a i a�a 3 d # ■ Saturday Peak Hour Of lims r wvi r ! !-. ...Y.. poi'; M- . i .. ell w i a ! I HCM Signalized Intersection Capacity Analysis 2021 misting Stammer Condition Sound Ave d& CR 48 & Cox Neck fid Saturday Midday Peak Hour Lane Configurations ue f ? ) . °; . Future Volume(vph) tt . Ideal,flow"'(40pi) 41 , Dane Width 12 TOO Logit ate( . Lane Utila Factor' Fit Protected Sato.Flow,(prof Fit Permitted AS ;f Lb rrn Peak-hour tactor,PHF 0.90 RTOR Reduction(vph) 0 rwe�rrru �pElor <... Heavy Vehicles(�o) 0% Turn Type ProWtsdPlnasos, Permitted Phases� Effective Green,g(s) otut patio Clearance Time(s ytlter�sln: . Lane Grp Cap(vph) vis Ratio Perm PRt vl Uniform Delay,d1 Rrogr dn.Factor', Incremental Delay,d2 1 )'" .,,; : :. ; .:..... Level of Service ppac a Approach LO .... toneeld Engineering&Design Synchro 11 Report EX2SAT 10/1512021 i oil g a Ms i• it � e 9, x E- Ng • F y 1 � i-... • ..!-... �.' � �, 'r x It #�* •p. ��: ^, e' �s I, ,"sa �� ae �v es I• � +r �.�, n �--� • .+ M 4.' i. i. "0 ,��` � t y.+y �... �., �... d ® a xy. 4 • r * a'R .M...: -.M. `.a re ♦ � .i •" +1 � *� +� ► .r. ! 1 1 1� N J � ' ♦ t l' a :�A s. �. � � ., "aa a. t �� �� .�. � � #, as 2023 Spring No Build Analysis Weekday AM Peak Hour a � a..Y " • i �. �' i.9 �s# �. # � 'r# � iR .. -.� ii ,.. � 1f t: � i# � !!: � ai. � ii � ji p # .i a # a i a® ii y r � +M • � �, .. �« # a �"• �r � m � e �, � �� � � ��; � �, �_. ! N ., � e' ; � � , �, , } } � . e � � � 4 �! #f � rt � .; .� �� 1� ! * 1! . • � � _, tl 11 / ° 1� e s �- a `. ._t � t � ! ! 1 1 � e �' ° e# � { � � �® " � ,. -� '" �.- ,� �, , •� [f i � 1 i, s # .. � � � 1 t �" ° '" '.. � 1 :i 1 ,� � ! 1 w - e i. a �. a m: 8 �" �" w"� • * � r �a� to �. � � � . „, � X11 e - � .�. a # "° � � � � a + �- �r N a � • � � � �. �,. i.. i i': -.� i...... - a..a e.. i #a i �.. • i �. ii. .i" �.".s, �M. Mid �* 1 a as �� i i � `� � 1 �`i" i $ �,,i �" # .i• i i i i i i- i i:.: 6:i i i i ,�' x a.'s �' �i* i i i i. `i i r n i � a i" i � i ".} + by m' Ai... W+.� j�. r. � ! i i i " � } as i i � • i �. r, s a,;e i� m i' � m i' a, i .i.. i.' i".y i a. a: ii s t �. e:..�...'. Weekday PM Peak Hour ■ a .. .� i * l 11 � " ii it i * li ** ``. • * � *+ � as � *, � a, � *� � +a � *, � *, � a,, � *, � +i � *a s..a: a .-:. a::.. * �.; o•: - *..�. �}.. :: *., • �• _�a a a � i' l ! � l i + r v a * P s * a a, k .Mf 1 i HCM Signalized intersection Capacity Analysis 2023 No-Build Spring Condition 3e Sound Ave & Cid 48 & Cox Neck Fid Weekday Evening Peak Heir Lane Configurations firaf r tum vpf� Future Volume( h) g IdF fvtpi OU , Lane Width 12 T 61 Logit tr s Lane Util.Factor Frit Fit Protected Flt Permitted td;Ftp , Peak-hour factor,PHF 0.94 RTOR Reduction(vph) 0 �e � 1 f Q ...... Heavy Vehicles0/60°l Cg ITYP Protected Phases Prmf f t ` ases Actuated Green,G f s Actuated gIC Ratio Clgi ie Vehicle Extension lrrfi Grp f vIs Ratio Prot °Rai ' G vtc'Ratia riiarrr�[ ta , .: : Progression Factor Delay(s) Leef� i Approach Delay(s) Stonetield Engineering design Synchro 11 Report B1 Pit 10/15/2021 HCM Signalized Intersection Capacity Analysis 2023 No-Build Spring Condition 6: Sound Ave & CR 48 Weekday Evening Peak Hour Lane Configurations Future Volume(vph) 753 0 0 88,6 136 41 ld'u i1 (v 'Op :: 11003. 0 .. t g .: Lane Width 12 12 12 12 11 14 dtal1stlits A' ' ::6:6 : ` ... .... . ... Lane Util.Factor 1 r00 1.00 1,00 1,00 Frt- . Fit Protected 1.00 1;00 1},95 1°00 ;. . 1723 . Flt Permitted 1.00 1 X00 0.95 1,00 1dFi1 4� ,° 123 ; Peak-hour factor,PHF 0,93 0.93 0.93 0,93 0,93 0.93 Add:F1oatr� 1�00 0 `1 . RTOR Reduction(vph) 0 0 0 0 0 Lr Flviphr: 1 0 .: � �: °, . .. ..: . .; 14 Heavy Vehicles °/v 1% 0% 0% 3% 3% {}% Tu T'' Protected Phases 2 6 4_ Prmied ?hses Actuated Green,G(s) 02.1 62.1 13.0 13.0 04, t . Actuated g1C Ratio 0.69 0.69 0.14 014 . Vie } Vehicle Extensions 3.0 3.0 3.0 3.0 4 206 v1s Ratio Prot 0.43 c62 c0.69 V/6R*Peri 010. . v1c Ratio U2 015 0.60 0.03 Progression Factor 0.45 1.00 1,00 1.00 trtl May, Delay(s) 5:5 11.4 40.0 33.1 Approach Delay(s) 5.5 11.4 36.4 Apprdoc -hCG 1 : D HCI 2000 Volume to Capa�l#y ratio 0.72 11f ydlo Letlt "'0 A4 Yt#imp tj. :.1 .: int rsec#ion Capacity tltili atlon 66.6% lCU Level of Service An"i rigid trtlln1 .. :. c Critical Lane Group atdnefield Engineering&Design Cynchro 11 Report N131 PM 10/15/2021 r t n �•p 0 Mr A ' f e a a $at 8. Saturday Peak Hour AL 1 r r r r •r � r i s � ss � rr r i i i b 4 m r m• r gm - . � �: b ir* # �• 1 •• lii � i fir _ _ err err � * tri fir. Iie - _ ! i:M �.t !' i •a.! Tri r! �'!. i « . do � � �. •. i ! - ��r t � a i m: t 1 HCM Signalized intersection Capacity Analysis 2023 No-Build Spring Condition 3 Soured Ave & Cly 48 & Coit fleck Rd Saturday Midday Peak Hour Lane C"figuraMtons Future Volume(vph) 0 Idai lawrl; ,4900 Lane Width 12 bt t dS1 ti a L, Lane Util,Factor F Fit Protected atd.Ftn ��rot� Fit Permitted aK Fid Peak-hour factor,P'HF 0.96 Ploy utt) . RTOR Reduction(vph) : Heayy Vehicles ole 0% Turnl Protected Phases P6rlffd Phases Actuated Green,G(s) Actuated g/C Ratio plo a rn {a Vehicle Extension s v1s Ratio Prat ORO Progression Factor ir, tallya d . Delay(s) Approach Delay(s) 'Pt L Stonef9eid Engineering&Design Synchro 11 Report B1 SAT 1011512021 Weekday PM Peak Hour i • '+ it #i �F! ii l ii ii ii 'a a a aaa aaa •.. r a @ { + i •p i a, i ad i •A i a� i o� i • i m,¢_ i •r i aJ i ae Y m ..t , a * : a • a i IF a g a a .r a w: r i s* i �'" i:a*' a` i a'• 1 r• i i '" as � : ♦ ii iM ii i . i i ' ii ii !I RON ii AM$ m iii' r • ...: s i W :i Iw 1 HCM Signalized Intersection Capacity Analysis 2023 Build @ Excavation Spring Condition a Sound Ave & CIS 48 & Cox Neck ltd Weekday Evening Peak lour Lrtr�e Ccnlura�or�s Future Volurrre��n� � .: Lane 1 hdth 1 Large UK Factor F r Fit Protected d to ept• , Fit`Permitted ,..Pl itt► �: . :; Peak-hour factor,PHF 0.94 TDR Reduction(vph) Lano' `G t Hea Vehicles °f 0% Protected Phases P. `i s Actuated Green,GVis} Actuated g/C Rabe Gterria . , . .. . 04 Vehicle Extension Lan _77 7777777 e k. vls Ratio Prot vis Mie F? v/c Ratio Unto' Progression Factor Ir creep nt �. � „ .. . Delay(s) ....; Lul et rpt Approach Delay(s tonetield Engineering&De igrrynchro 11 Report SIPM 10/15/2021 HCM Signalized intersection Capacity Analysis 2023 Build @ Excavation Spring Condition 6 Sound Ave & CR 48 Weekday Evening Peak Hoar Lane Configurations T%fi "dint ( fol) 0 .. Future Volume(vph) 755 a 0 386 136 41 Idat Flog(vpl'„: 1 '10,001 J Q,` Large Width 12 12 12 12 1 14 TOO ...... . Late UK Factor 1.00 1.Oa 1.00 1.00 Fit 100 , : 1. `J. S . . . . Flt Protected 1,00 1.a0 0.95_, 1.00 . .,. Flt Permitted 1,00 1.00 0.95 1.00 : . 8 ;: 73 Peak-hour factor,PHF 0,93 0.93 0,93 0.93 0.93 0,93 4 44 RTOR Reduction(vph) 0 0 0 0 0 36 40 o0*171 . ... Heavy Vehicles °Jo 1% 0% 0% 3% Flo 0% burn T yp `. : N h1 or f.. ,..... Protected Phases 2 6 4 Perri Pha� . Actuated Green,C(s) 621 52.1 13.0 110 Eurr1` , � Actuated gIC Ratio 0,69 0.69 0;14 0.14 Vehicle Extension(sl 3,0 3.0 3.0 3.0 v/s Ratio Prot 0,43 c0.52 c .09 �Rp 'M . . ... v1c Ratio 0=63 0.75 0.60 0.03 n eydi6 . Progression Factor 0.45 1.01.00 1,00 Inprirttal'Cay,',42,"' 1: Delay(s) 5.5 11,4 . .40.0 33.1 Ll Approach Delay(s) 5.5 11.4 33.4 y 1 HC 2000 Volur�e to Capacity ratio a72 °.. . . . ° ptai. tr ( Sir list 9 ,( y intersection Capacity Utliization 66.6�J� ICU Level of Service C nfy (nil �. c Critical Lane Group Stonefield Engineering&Design nchro 1 Deport B1PIM 10/1512021 F-@CM 1.nsignaii ed Intersection Capacity Analysis 2023 Build @ Excavation Spring Condition 9: Cox Neck RdMest Mill Rd & Breakwater Rd Weekday Evening Peak Hour Lane Configurations TtOc V0140141v 148 123,111 Future Volume(Veh/h) 146 123 146 0 4 106 � r1 t1�1 Froa "" > Grade 0% 0% 0% Paik�H r,Fa ler OF82 Houdy flow rate(vph) 178 150 178 0 5 129 Lane Width(ft) Percent Blockage Hig °turnrve . : : . .: . Median type None None Me rt rege ueh Upstream signal(ft) 0,111,00400", bloc",kei vC,conflicting volume 178 684 178 YOF VO vC2,stage 2 conf vol ti+ pkkpt :1 tC,single(s} 4.1 . 6A 63 stagy PO'V' 000,1#06, 3m5 3.4 CM capacity(veh/h) 1410 3615 847 Volume Total 328 178 1 44 0Ie' tt� 1 t 5,°. .. . Volume Hight 0 0 120 cBH`. . . 41 Volume to Capacity 0,130.10 0.17 €it. rtgth r< 1,1 0 15 ff, Control Delay(s) 4.8 0,0 10.3 Lit Approach Delay(s) 4.8 0.0 10.3 Ap verage Oloy intersection Capacity Cltilization 36.0°r� ICU Level of Service rtatysls Period rrttt Stonefield Engineering&Design Synchro 11 Report BiPM 1011412021 Saturday Peak Hour R • '� �� Ii it it it fM 11 !1 `'. R � " 1 *. � •i ! aR _I *i 1 ** 1 *i � "* 1 *i 1 s* , IM ®i � R+ 1 �"• i, R: wR p d ► ',. i 9 d 4 6 i'. i f R Y FICA Signalized Intersection Capacity Analysis 2023 Build @ Excavation Spring Condition 3: Soured Ave & CR 48 & Cox Neck Rd Saturday'Midday Peak Hour Pane Configurations Tr c yol , Futuro Volume{vph) lr tr (vp pQ 1"90-0 Lane Width 12 TOW Lbst. els), Lane Ubl,Factor Fit Protected Flt Permitted Peak-hour factor,PHF 0.96 1*40) tl RTCR Reduction(vph) 0 Hea Vehicles 0% Protected Phases Perrin Actuated Green„G(s) Actuated g{C Ratio itrh 1 3 Vehicle Extension s Lon e r v1s Ratio Prot vlc Ratio Progression Factor Irrrert�er�# I . f � .. Delay(s) Lev ,Approach Delay(s) aph>:L tonetield Engineering&Design ynchro 11 Repo rt 81 SAT 10/15/2021 9: ! Y f , ♦ ! � 4 � e�� a r t � � � * " aid e y # �� �� m .. . 9 �.:.,. ! 6.. as �o � s . � � eA .� .� �� , � `� � � � � � , a ✓' � � �� B b �. $ Y W ,, !:. +'�, p �� � as � A � �y o IF.... � 1 � * �, � ■ � 1 a ��...� 0. + A. � ' s ®� a 8 i i P k } A@ '� r' i � �`®/ �..'. HCM Unsignali ed Intersection Capadcity!Analysis 2023 Build @ Excavation Spring Condition : Cox Neck Rd est Dill Ind & Breakwater Rd Saturday Midday Peak Hour Lane Configurations f Ar, Future Volume(Vehlh) 305 166 149 17 6 362 grirlflpp : 'St , Grade 0% 0% goo PaHOU r Factor :. Hourly flog rate(vph) 372 201 171 21 7 429 Peirta Lane Width(ft) Wal i :Speed,, Percent Blockage il9t rri '{ eh.. ' (Median type Nene None fdin: orage uhf) ; . . Upstream signal(fit) ook vC,conflicting volume 192 1126 182 o pl t. : vC2,stage 2 conf vol tC,single(s) 4.1 6.4 6.2 1 sage{ w.a .' :.... ;..:. . .. .:; .a,, . n . tF(s) 2.2 3.6 3.3 P0140era cry capacity(vehrh) .. 1394 167 869 Volume Total 673 192 436 ttrrLt• .. : 372 Volume Right 9 21 429 c °. ;. 9�4 Volume to Capacity 9.27 0,11 QUOUf " :.V 4,3 : Al : . : ., Control Delay(s) 6.4 9.ft 14.6 i. Approach Delay(s) 6.4 6,0 14.6 rpgg ,llpy 6 4 W Intersection Capacity Ublizaton 66.1% ICU Level of Service C n ly nd.{ th6, Stonefield Engineering&Design Synchro 11 Report 81 SAT 1611412621 Construction Build Analysis Building Construction With Retaining Wall And Drainage (Summer Season) Weekday AM Peak Hour ry ! an . -► � ' t !! ! '�' !U 1 1, ! * k! e� ! •� - +.+ lv, vv �vv *+v_.__ !va lv.:a laa. !': ':+. r. + l+{ �.., ■. .. a ■.„, �. �. a �. :. s � s - a b s :w ! 3 ! HCM Signalized Intersection Capacity Analysis 2023 Build Construction Summer Condition 3: Sound Ave & CFS 48 & Cox Neck Rd Weekday Peak Flour 01 Lane Configurations Future Volume(vph) 0 ;.. . teat Fi �� R ; 10 Lane Width 12 Total"," otal to re .` .. Lane UN,Factor v Flt Protected : 3a ,Fltl Fit Permitted . . ;. 5 � tle er Peak-hour tactor,PHF 0.0 RTOR Reduction(vph) n is :. ;� Heave Vehic�s ° Q � .. Tt Type i . . . Protected Phases 'enrlrass Actuated Green,Gls ;: Actuated g1C Ratio . . 06, . .. Vehicle Extensions . LPM: v/s Ratiorot V/c Ratio �C Ratio Perm ! nt """ , 4Y Progression Factor i t t f,00ay,'d . : . Delay(s) , Approach Delay(s) Stonefield Engineering&Design B BAA Synchro 11 Report 10/1412021 e F a A r A F F !, < �d F, Q r e F s A �F, 4 t ,. �,� ��w t � � � • � r � "`� — �� .. � � �. ,.. ,;:.. � � � � � �� R � i i� �. � ��. ,.F g & C:*+ . ! .i` '4 / «�` w � 6 # �, .ee. � �. .! � �: �.}. "4 •'..^^. j ■ i k, � r � g a s. w «, • + , . ® � ,� ` �. ! 1 `�� ®. �, w {eo �. . �� c � �1¢ ',.�':. A � is 4 �. �� �: ... Weekday PM Peak Hour $ o a as ,o i- n M i ro r1 N- 'i'ii. 5 b p pi i i HCM Signalized Intersection Capacity Analysis 2023 Build Construction Summer Condition 3: Sound Ave & CR 48 & Cox Neck Rd Weekday Evening'Peak Hour Lane Configurations IBM son= Traffo vpfr Future Volume(vph) Lane Width 12 : �r� i Dost tide{ r Lane Uf 1.Factor Frt Flt Protected Flt Permitted Sada Float i Peak-hour factor Pi iF fl.g5 .. ... RTOR Reduction(vph) . s . lri liprlt ;. � ... Heavy . Vehicles �� .: Protected Phases v , Prtnitt :Pse Actuated Green,0(s in t . .�..... Actuated g#O Ratio 0 :. Vehicle Extensi0 Is . .. v/s Ratio Prot irfs� atlo Vie`'° � v1cRatio i Cel :: Progression Factor triti Delay(s Level crf'Servi ApPrrch Delay(s Apom NO Stonefield Engineering&Design B2BPM Sy chro 11 Report 10/1512021 to itto 1f 1! ! `s a a w r v t a d i a .i � ,. _ it � �. �■ . � r � � � � � _ �" '� �q is W l i i i i... a► ,� r, is i a+ ai i a : r 4 i Saturday Peak Hour W !..: N".:. �.. �':. " m � � �:: ae " p ", "� s a " +� "� " � a� "1 + " • si � � 1 � . " t ' " � p; a F " 1 1� 11 !1 !i 11 i! 11 1 � 0 �, � : 1 t e a o b� .. � � "" a";m a " i1 Ifi # it i# i " ii �., �' ' " '" 0 'i ! '4 IF +l 1 *1 # "1 1 "i 1 •� 1 *1 f ' � "! 1 "1 ! *It � " � " "� "� � � , P 1`e .� y+ � i �• kl at i �. R: `� !F r a+ PI � 4.. � "� " " � " i " � i " M " " " i' " i � ." r • 1: *. ". �, � . ate " � 4 i' " �� 1 � a - "...... i " � � a ' $ m �� " • " 1 � " � + o � A 9' x m a � s�q ��. a a �t " m .". .r � :M 1 e r .a " r "".� 1 1 ' H M Signalized Intersection Capacity Analysis 2023 Build Construction Summer Condition Send Ave & CR 48 & Cox Deck Rd Saturday Midday Peak Hour Lane Configurations ME Future Volume(vph) 0 :. . Ideal:Pipw(trhpl Line Width 12 TI it tib Lane lltii.Factor Fav` Fit Protected ,..: Fit Permitted Peak-hour factor,PHF 0. €1 ., to3 . r RTOR Reduction(vph) . ., ... rotap . Heavy Vehicles(°/,) [1� ° Turn Type P � ted Ptpaee`: � r Permitted Phases . ,at Gr = . Effective Green,g(s) Clearance Time(s) Lanerp C (vph) vlsRatio Perm ._ Uniform Delay,dl In rementai Delay,d2 Pei ey(o)".,,...: Level of Service Apprctr ie '. Approach LOS 21 21 Stahefieid Engineering&Design 132135AT 5ynchro 11 report 10/1512021 offa ° a o v a III Oil !III' ° a° a � M p i d r A �• � is 1 � 1 ` 1 � ° 4 a a w e, w A l w .4 J d 4 4 a w 4 w A a s: i6 Weekday PM Peak Hour a n v + + rt m + o +• + . r IM !i i1 �� 1 y !� i1 sA i is 161 d mb r a■ rm •1 1 ' 1 I CM Signalized Intersection Capacity Analysis 2023 Build @ Completion Summer Conditi Sound Aye & GR 48-& Cox Neck Rd o Weekday Evening leak Hour Lana dntguratlns V' taru ' }; 1 Future olrne( h } feat�' Oe a G\1p�y�u� l� Lane Widttr 12 tal Ldd tlr { Lane Util.Factor �. Flt Protected .a ro Flt Permitted Si lou Teak-hcur factor, PHF 0.95 RTOR Reductionh) ft ' Y vp I an Up, t'� � � a. eav Vehicles tk Turn, ProteCted Phases Pr'Enitled Ph�ea Actuated greens) , : Actuated g/C Ratio ,. ln+ orrr s chicle E�tenslon � � vJ Ratio Prat > � . v1 F2�i�i P� +rlc Ratio : .• . U0? rnt Delay,d1 z Progression Factor .:. ,. loor tela ;d2t nays . 4evel, t x Approach Delay l3 Artalt L I ED IN Stonefeld Engineering&Design B2APM Synchro 11 Report 10/15!2021 6 a M a a a b �o li a a s a a bel yj F 6' tea . .a 4 a a � p a ti NO M a gi. F « b wea a a a a' a d ba a a .. - � � �a � a t M, ,� + � • � � sa �m�. �:.. 8... '. �.�$ , i� , .R' '� a � .!` i ! i i 1...'.. ��, i :a" l �.. a *.3 • .�" /. } ° 0 r. a.... � ; * ! � R+ m M ' �" "� + R .�. Iia 1 ! !: w $ t • �^ . + �; a t�f a,. ®- . M i sae w. k � b .an � J i.- 0.� �� � 6� a` 1 Saturday Peak Hour HCM Signalized Intersection Capacity Analysis 2023 Build @ Completion Summer Condition Sound Ave & CR 48 & Cox Neck Rd Saturday Midday Peak Blau Larne Configurabons tarturrr : : X41 Future Volume(vph) 3 54 901 79 1 1 576 94 92 64 tt 00 Lane Vldth 12 10 12 10 10 10 12 12 12 14 12 12 Taalte ttlnn 1' .. r .. :.. ` ;8 l' 81; B:1 ,. Lane util,Factor 1.00 1.00 1.00 1.06 1,00 1.00 1,00 1.04 ft ' ' 1x ��'' ,. � 4 .100 �0a3r ,fS85 . . »t. Flt Protected 095 1.40 100 0.95 1x00 1000 0,95 1,00 ate tav r t 1 +, .150 �1 :' Flt Permitted 0.06 1.00 1.04 4.18 1.00 1. 00.95 1.04 66 Peak-hour factor,PHF 0.90 0.90 0,90 0.90 4.94 0.90 0.90 0.90 0,90 0,90 0;'04 0.90 �9 RTGR Reduction(vph) 0 0 0 30 0 0 0 35 0 0 56 0 Heavy Vehicles 0% 8� 2% ' 0% 0% �1 GO% 4° 1% 1% 2% 3% 0��� fps las� Whr . Turn Type Perm Perm NA Perm Perm Perm NA Perm Perm Prat Perm Permitted Phases 2 2 2 6 6 6 8 8 ctutd 01Fy 52a3 1 . Effective Greens g(s) 52.3 523 52.3 52.3 52.3 52.3 12:8 12.8 40, 1 Clearance Time(s) 8.1 8.1 8.1 8.1 8A 8A 6.8 6 11iidl Efrnssrl'° 3 0 0 : 0,: �4 t). Lane Grp Cap(vph) 392 1208 985 114 1104 1045 303 250 u Rti , rot X0:54 v1s Ratio Perm 4.11 4.04 4.41 0 04 4.09 0,01 Vc.laati :. :: 4 8 , ".: . .: .:;: 6 05 Q, 4 Uniform Belay,d1 5A 14.5 5.0 4.9 7A 5.0 31.0 28A .r 1.00 Incremental Delay,d2 0.9 6.6 0.1 0.1 0.4 0.0 2. 0.1 CCfy e� : ''•. ; ;..., � 17,1:° <;5 f , ' 5. , : 5:1 3 .. Level of Service A Q A A A A C Apprms Approach LOS B A C A HCM 2040 Control Delay 13,6 HC t 2000 Level of Service R ..- . Actuated Cycle Length(s) 80.0 Sura of last time(s) 14,9 » trl rs i rt! 4 ty tlli do I �; t ... ;. Analysis Period(min) 15 Stonefield Engineering&Design Synchro`11 Report 2ASAT 10/1512021 HCM Signalized Intersection Capacity Analysis 2023 Build @ Completion Summer Condition 3: Sound Ave & CR 48 & Cox Neck Ind Saturday Midday Peak Hour Lane Cdnfigurativns Future Volume(vph) g : . :. I iuhpl .. ''Igo x Lane Width 1 Lane Uff Factor art" ... .. . . .. ..;�. �,. Flt Protected t ptd,Ply `:: .: Flt Permitted �d eta A ti , ;. Pear-hour factor,PHF 0,90 K RT R Reduction(vph) q . tre rppp h Heavy Vehicles(0/0) 061. o Bldakr Turn Type Pro Permitted Phases ct4ot rr „ ,: x:... . Effeeftve Green,g.(s) A . ft1str ; Clearance Time(s) rrtte Lane Grp cap(vph) s1sad'�Pit . :. vis Rade Perm I nrform Delay,d1 Incremental Delay,d2 C1y`(a r Level of Service t I Approach LOS 11 MINI Stonefeld Engineering&Design E2ASAT Synchs 11 Report 10/15/2021 • � _. ,, ��� .. r � - � �� �, m � � °oo � � � + � •�'+ ! i ,• 'o � e e �l, 1i, #! �� i �, w � ¢ o a: a,� #! .�. #� /i 1 � !! o �a ■� / � s`. i + 1 # ya.' J...i ,� - ! + r s �' a. — __ a ° ��. "r.# .�. s� .. m; .� 'Q r a J �i � � +; i i "`�: � �. � � p � � � � �,: r .ji, �" �', B � # i. •� ¢ �. '. �`'.: � ! i � f 8 x � i qt N< r.. i $, � ! .i. ',, i .� �:, � .i. {p ! a f �� '4 HCM Unsignali ed Intersection Capacity Analysis 2023 Build @ Completion Summer Condition 9: Cox beck Rd est Mill Rd & Breakwater Rd WNW Saturday Midday peak Hour ,., --�- Rl Lane Configurations Tromp eilvl� 14 : .. 1. Future Volume(Vehlh) 105 51 54 6 2 121 tr rtte Grade spo % 0% 9% 'oa"O rp'* pr' J S ': td . Hourly flow ratevph 122 59 63 7 2 141 :: n Lane Width Percent Blockage . l ht tl rr to v+ Median 'pe None tone MOO i se tr .• r Upstream signal(ft) p , Irerli ptrblkd: . .: vC,conflicting volume 70 370 55 vC2,stage 2 conf vol ` amu,lititrked t ; A% In Construction Build Analysis Phase 1 Excavation (Spring Season) Weekday AM Peak Hour t " aJ sit a i a ¢ a � i ' i i a i i# # • #1 #! i ' ii , t t ti a a � a a a of ai " a # �a i +a � is iia... i i• � ' • ' # ar # a• i it is i :i . i ii • 'a t '"" a # a* # to # '•� # as i +'a i .' i # i it i! d: F i#i t i • . i ### � " i a i J s 1 � i F aw a � ew ea ww ww ww w . a a as 4 a w wa w n a ww 1w ww ww 4 a www '• ,a w w w �w � w w� r' Y www � a wlw 1 � 8 N• as � a 'w w � w i i # • i i ii s# i iw i i .i" m� a'y i i �ii it a a ell M of : + f * 1 A i a � i e$ $ $ 4' $ * $ i $ $ * " i r i & @i "i �"• i .i" ,r• r i i J rti,® i•... i a �ii •. r` i , �':� a i - A r �' .irt ♦ ii ®. s �: is 2023 Summer No Build Analysis Weekday AM Peak Hour a + r + m » » #» t » A' a .t:. ■ a:: a a + # #t # # a a � ## ## + X & t ' t Y a t I-tCM Signalized Intersection Capacity Analysis 2023 No-Build Summer Condition : Sound Ave & CIS 48 & Cox Neck Fid Weekday Morning Peak Hour Lane onfigura#ions Tffi ' U {yl I Future Volume(vh .,..,. Lane Width 12 T1001" 4l(Sy Lane Util,Factor ,. Fit Fit Protected td FlC1191Srty , t: Fit Permitted , atd: 1ot : a 1. Peak-hour factor,PHF O Adj'Ftlaw p# t RTOR Reduction(vph Lire rop~ torr t ::: Heav Vehicles TUIti"f� ';: r Protected Phases , ' Pelttd 1�hass Actuated Green, (s) 91( Actuated g/C Ratio Idar�rifiie( �:• t. Vehicle Extension v1s Ratio Prot Vj,e R tllb Rer l vRatio ........ nitni Progression Factor 100 1;Way�d2 raiay(s) .. L.ey�t�i � � ;, Approach Way(s . � x poll r .. ti Stonefieid Engineering&Design - ynchro 11;Report NE2A i 10/1412021 HCM Signalized Intersection Capacity Analysis 2023 No-Build Bummer Condition 6: Sound Ave & OR 48Weekday Darning Peak Hour Lane Configurations Traffioolo*,(v 6 b Q'=: ��.: . 1 : Future Volume(vph) 620 0 0 401 75 11 Ide l toff �!pi) ;9.90,0 190, • : Lane Width 12 12 12 12 11 14 �, 1"T taI:Lot#imp eYa1 0j � o; Lane MI.Factor 1.00 1.00 1.00 1.00 1.00 Fft Flt Protected 1.00 1 Ott 0.95 1,00 *Plow:(Prot) 1'74,,,3,,' 177 4 9: ;•.. 8 Fit Permitted 1.00 1.00 0.95 1,00 Peak-hour factor,PlF 0.90 0,98 0.90 x.98 0.98 0.98 at. tun 6 c ; RTOR Reduc on +ph) 6 0 ? 0 10 •. 0 0 Flog vP X33 ' tt .409 . Heavy Vehicles °l4 9°lay 0% 0% 7% 18% 9% T Type"' ' NA . I Prat ::P ; Protected Phases �, Perm Actuated Green,G(s) 56.2 562 8.9 8.9 : actuated g/C Ratio 0.T0 0.70 011 0.11 leara6 ori o n r. Vehicle extensios 3.0 . 3 0 3.0 3.0 v/s Ratio Prot C036 0,23 c0 05 v C o,Perrn . v/c Ratio 0.52 0.33 047 0.01 ay Ui eli'0111:,", Progression Factor 0.46 1.00 100 1,00 "" 1t1 ontoICitya t ` , k0` Delay(s) 4. 4.8 35.5 31.6 �. . Level f �r�i ,� ; �, °a Approach Delay(s) 4.0 � 4,8 35.0 Aph A 1 Htoo rttrI'D elay ;7 HCM 20,00 Volume to Capacity ratio 0.51 re y 1. ngtk, : . Intersection Capacity utilization 50.0% 1CLl Level of Service A . trly Prt tira} t c Critical Lane Group Stonefield engineering&Design N82AM Synchro 11 Report 10/14/2021 s i i .i. r Y k # a i a i i m Weekday PM Peak Hour • .. �. � "" .� �. � � e .. A F B �. a � � +• :" � .+r ar as a'. � � o g' ° � X11 • �� all; all.. � ��, � � t � �. �. �. �� ¢ �e °. . o a �� �� .a eal ... ♦ � � � � as � -. _ �, I n n A n ' n _ � I' TVA a En.V y..e.V yl�: i y. V. _ __ R V q ■ �a F M. �', �:. .�.,, o a, � Q Y t i V �. @: � � � � ° •� r +k I to I •r i' •* I s• � �a, � a�: � a a � ° � a as .,� �a I � � � �� � " � �' � •: . �. a. r " ' s � w a ++ � � IFI #f IFI / I � I #� 11 �' ' « a r 11 �8 i. a. a. �.... a III � s ' . a III a � III . � � .w. ,; ♦ I i �, .� �. �I i..... .!. • r# '.r..a � 0ti 4 M ar 1 I ' HCM Signalized intersection Capacity Analysis 2023 NO-Build Summer Condition Sound Ave & CR 48 & Cox Neck Rd Weekday Evening Peak Hour Lane Configurations urn ..: Future Volume(vph) 0 . ldt Ftrphpl Lane Width • ;:: . TO tit"'Oma"W .. , .... . Lane Utii,Factor F Flt Protected :, ..... *o Ftom!� ti z Flt Permitted Sotd F,j Peak-hour factor,PHF 0.91 Adjt F ( ph) t} v � RTOR Reduction(vph) Lti {rptp Flea Vehicles0 °0 tdew Protected Phases ermitted P as Actuated Green,G tsp ;•.. . Efte Actuated 'C Ratio Vehicle Extension l ne aPy vis Ratio Prat 77777 v/c Ratio '. . Uta fay�al1 . . ::•;: Progression Factor . tnl (ay;�d ,i Delay(s Lu [ fir e. , Approach Olay alis Sam MEN&= Stonefield Engineering&Design NB2PM ynchro 11 Report 107/512021 w � � • • •- t. � ■� e A �� �. r • � � � � s "" * � a �; � � � a � a f • - .� �; �1 � ' 11 � s a a p ; � � �. �� � :, �'" 3 _ - - s � � �. � � . .� . �. .� a .� r r � ' � _ � a x. ..r r: s ,.. i � � �• � � in.. a s � e ,� � + � s ey � ! � �. t � �• r �, . � ,� ani s. M- . � � � � `�'e a� x n � �, � � ,� .r, � � s � �• Oi .: 11... � i. ; ! �"i �..... �. +a $ +r s ? s a $ i � i Saturday Peak Hour ♦ " ,. �� s � • � a � f f « � y , * * * * * * * *� * + *� * aP *� f � a « * � � � � * $ « � 11 41 11 �# 1I it Ii 11 � �F 1 � �; . � f * f * mai • ** -f ! r 1f 1� � i�' #� � * N1 „ * * e- * ��; � *o �.a. f f * a � *� 1 �` �.� f f I ! 1 * f � � � � � *� o � *+ � ® &, @ @ `@ d .f * * � ! r p, ! i .., a f !' � _ �. f �,*' J. * & « �' � *, *f ' « � �. ® , '� , i s t*p f. !�f f« ':�''� ';* a � f i ' $f w e � «f. ' $, t .i r � * q «f, em * b !;, f f f � f �y f �: 4..: HCM ,Signalized intersection;Capacity Analysis 2023 No-Build-Summer Condition 3: Sound Ave & CR 48 & Cox Neck Rd Saturday Midday Peak Hour Lana Configurations Tr v1ua.( al�) Future Volume(vph) 0 ideal1c O� 1tla :- .. Lane Width "12 Taal(drat firm Vis).;. Lane Util.Factor ' Fit Protected tdPlouu(prod) .. .. Flt Permitted:.. � FIS • .atm : : , Peak-hour factor,PHF U0 RTGR Reduction(vph) 0 . . . . ., Heavy vehicles{°,) 41°✓v qua X12 ea 19/116� Turn Type ;y attophes : Permitted Phases Ac uate'd green; Vis) Effective Green,g(s) ciat 1 O Clearance Time(s) . � .. Vehicle F)Lertsid . Lane Grp Cap(vph) vfa�Ratio Penn : .:.,. Uniform Delay,d1 Prrsal 'Factor Incremental Flay„d2 Level of Service pproat tlay Vis) r . Approach LOS Stonefield Engineering&Design ynchry l i Report1313 SAT 10/1 5/2021 r ffi a v a e � a8 i a ' ! F i �• J d `t P 1 Yi �. r« i � •.: � R � M � i t R 0 P } i gi a ii i t i' •i If. tt... o-. t:.,. t« f d « « t «t :t• t t t « a � a 4. t k to i Project Build Analysis (Summer Season) Weekday AM Peak Hour ro i t ! r • / i o rr r r i w gr r i � ea q a i J r r r a ! ■ a i -r - •. i r i is Rte jer r. !• i a M � wR. rr rw r r 1 iw HCM Signalized intersection Capacity Analysis 2023 Build @ Completion Summer Condition Sound Ave & CR 4$ & CoxNeck Rd Weekday Morning Peak Hoar Lane Configurations ..,. :, .. Future Volume(vph) 0 deal ld r pt ' ` 19z Lane Width 12 °�. T1164, List#imp ) Lane Litt.Factor Flt Protected td� trp , Fit Permitted td21r Pear-hour factor,PHF 0.95 R OR Reduction(vph) tD ne. r , Fl ►pti 10, Heave Vehicles 0° . .� . Protected Phases rrnl �des Actuated Green,G(a .. Actuated g/C Ratio 161401", wi Dt . . Vehicle Extension(Sli Lie p iat v1 Ratio trot :. #} etm,:. . v/catio . . .. .. Progression Factor .° ,. eriel ,d ' Delay Leel orf ervDcce: t A pproach[delay ls� proxy) di tonefreld Engineering&Design 132AAM 5ynchro 11 Report 10/14/2021 r � r A T T � a r4 w • 11 1! 1! l 11 1 o * 1l �1 �� tl !1 1 • 11 e 0 w x .Q m i M� T I 1 1 T A 1 A M T i � T T �° TT T' T r Eska .m- E • E E e E � E A E �^ EE APPENDIX Traffic Volume Traffic Volumes Winter 2021 Data �r t� r tf Al'R Road Tubes installed at x West Mill Road north of Bayview Avenue/Selah Dane w s no tS$ ATR Road T'�xlbes installed at Westphalia Road v t F ATR Road Tarbes Turning i`7overnemt Counts installed at CR east 4 at CR 4 , Sound Avenue of found Avenue NI5 Cox Neck Road o t, wr �a �t Proposed Boat Storage Building STONEFIELD5780 West- ill Road ATR Count Locations Map Hamlet of Mattituck, Suffolk County, New'York Winter 2021 Traffic Impact Study Automated Traffic Volume Counts stonefielden ,com r%TONEFIELD 584 BroadZy-, blew—Yo,—Ny 00 12 0 engineering &design 718.606.8305 t.20 1340.4472 f. ATR COUNT SUMMARY-WINTER: March 13, 2021 through March 19, 2021 Proposed Boat Storage Building- 5780 West Mill Road Hamlet of Mattituck, Suffolk County, New York SE&Djob#.- NYC-210049 DATA COLLECTION LOCATIONS: CR 48 east of Sound Avenue NB SUMMARY. CK 48 CK 48 CK 48 TIME PERIOD Eastbound Westbound Total Weekday AM Peak Hour (TOO AM-8:00 AM) 569 328 897 Weekday Midday Peak Hour (12:00 PM- 1:813 pm) 322 398 720 Weekday PM Peak Hour (4:15 PM-5..15 pM) 353 579 932 Weekday 24-Hour Total 4,938 5,403 10,341 Saturday Peak Hour (12:00 Pm- 1:00 PM) 726 458 1,184 Saturday 24-1„lour Total 5,568 5,452 11,020 Wis,stonefleldeng-COM'$WesXLICtNYC)202l1NYC-210040 Strwg*Yacht Center,LLC-5780 WW M111 Road,Mattituck,NYWjeld Ncytss&Pr*t051C0uftt9V021-033021-04 ATR Summaq- County Route 4&xlsx 0 13L. E OIL 4J IA z 4) 0 z QI 0 7S cc CO :1 V,% 0 T Ln U z v 0 2 CL 4) > U 0 4,1 OD rcl-I 4J tv 0 0 4-1 W 03: �U- 3 z ob aLunjoA ApnOH Ak E - - w s — n w :',' n `'`•.fn� „. a ', �` cp per} :Cx' q¢p +w yyy 4 T� n 2 yy v A ki "AD 0 '`� � °,ap � � ma �.'rA w dwdy�:` q fi. .,upe a•a r� r� E.. k; 9 N .. RE v� �'` pdo��•. y o IX ” <•a ,, ,. ¢. ,� S Y?a nR ."., � i. �� �4' LS � � +'moi 'm' I' C-0 CL IL 77, h . :. " 2 ' 3 m rt -I.1 ' c�F o ar v 0", .a :, .'.." "?" 1v4, { 4d ed STONEFIELD stonefielden .com 584Broadway, New York,NY 11311'12 engineering & design 718.636.8305 t.201.340.4472 f TR COUNT SUMMARY- TER: March 13, 2021 through March 19, 2021 Proposed Boat Storage Building- 5780 West Mill Road Hamlet of Mattituck, Suffolk Counter, New York SE&a jab • NYC-210049 DATA COLLECTION LOCATIONS: Cox Neck Road north ofWestphalia Road SUMMARY: Cox Neck Read COX Neck Road COX Neck Road TIME PERIOD Northbound *Southbound "Total` Weekday AM Peak Harr (9:45 AM- 10..45 AM) 1 11 193 Weekday Midday Peak Hour (10--/5 AM- 11:15 ) 82 112 194 Weekday PM Teak Hour (4:1,5 PM-5.15 PM80 11 166 Weekday 24-Hour Total 978 1,839 2,017 Saturday Peale Hour (12:45 PM- 1:45 PM) 113 126 239 ------------ Saturday 24-Hour Total 1,108 1,244 2,348 kWs,stonefroldeng-coma St areshLICkfi�CV02'11NYC-211049 Strong,$Yacht center,LLC-578€1 West Mill Roel.MAtiftuck,NnF eld Notes& 010$1C0Unt$TG21-0312Q2"4 ATR SAim ry. Cox heck R04dAsk - 1of3: X 0 z _ c E CL ra �s cd 0 E � Z z :2 7. C 7 tot* &. cs 0 4-0 co z CL CL 2 E > c aLun[OA Ajjnop ` °' 4 Y + a ' 77 t pr 46 m A, — N �a 6.. �. N vs � .; +� A : h � n � Fes•, � � �+`.'. �. '�''; m � � � � P yt m It w' +•�'r m w#', ,may r•: n dam* w .�w, co — � o r _ x e. § � �" ;�'f.. Ga 'Y21 MSf Yw �' v�qa":• P4+ i?+, rM #'t' aS' �^ 'meq' .. per„ .: r�iv Ct; � R � � IL li4 L9 `? to. y L+ .55' dy rp { .' e•4 '*M.. x"+e, qs1 �. W M Y LL.:. ': stonefield n ,Scam STONEFIELD 584 gr adway, Mew York,NY 100 12 engineering design 718.606.8305 t.201.340.44721. ATR COUNT SUMMARY RY- TER: March 13, 2021 through March 19, 2021 Proposed Boat Storage Building- 5790 West Mill Road Hamlet of Mattituck, Suffolk County, New York SE&a job . NYC-210049 DATA COLLECTION LOCATIONS: West Mill Road north of Bayview Av nue/Selah Lase SUMMARY. West Mill Road 'W'est Mill Road West Mill Road TIME PERIOD Northbound Southbound Fatal' Weekday AM Peak Hour (730 AM-8.30 AM) 20 9 29 Weekday Midday Peak Flour (12.30 PM- 1:30 PMS 19 I6 35 Weekday PM Peak Hour r (4.15 PM-5'.15 PMS 16 24 40 Weekday 24-Hour Total 195 167 362 Saturday Peak Flour (1.15 PM-2.15PM) 9 21 60 Saturday 2 our Total 233 194 427 I)us stw8fe e[4era0 comr S11arestLIC)NYC12021.WYC-210049$troflWs Ysc,M Center,UC-578D West Mill Road Mattittick N AF'ield Notes&PhotuslCou ts)2021-x]'3'=1.04 ATR Siimm CL N C.Q. "0 5. H 4-0 CS C ! U u ECL 4) ,s 7 Lo 44" 4J z 0 CO E tv V g. LO IR z u ca E o Ln l6nca p r i W res rw ®. auinloA Al anoH, ce 7T7-77 7 77, ILE w e4yypp. )) ��qq rt y Ot. ,� xx 'Mre Vx$ N do in 77 N m _yy T 3 4 A _ 06 � m a ca to m m a+a _. . CK '� '@ g Traffic Turning Movement Counts z X 0 U 27[57](68) co M CL 4 382[6031{489) CD tn 2[81{8) CA P f .J 1 [7]{3} 4--357[584]{452) {1)[412 "4— j (746)[P3561 582 _tDl {311[16133 _j F* County Route 48 {6913}[3231 541 (129)[66]38 F:7 "e"Oe Existing Roadway Proposed Driveway Existing Private Driveway .4 AM(MID)[PN(SA7)Peak Hour SigrialIzed Intersection not to scale Proposed Boat Storage Building 57130 West Mill Road 2021 Existing Winter STONEFIELD Hamlet of Mattituck, Suffolk County, New York Traffic Volumes Traffic Impact Study It CD ;5 MM P, r-)rp a,M F 0 N rj 0 0 Ln C4 N CD 0 C�Q 00 00 &I c; A ce R z OD ol t k��M o 'D N ko iN ZB.tz CD LA V9 R A M N Ln Q rl 'o u-, OM roll C5 t N" Go ui LU Q 1.19 C, Q Q Q CD Q 'o o rqco N ce�D Ln LU uj 09 ID C3 En m's -Ujj M Ln M'D Ln du v-,r rp w � o m v d ko co CD CD C,8 0 cn 0 C) ko c� Ln rl rq .o In C,L11 W w Ln o tot-m CD Q 0 0 a 8 Q 0 CD in lix a Z 0 8 C, IP cs C, CK El E CXL M.:—H_FE C�Ln 0 kn 8 M C) rL cD Lno mom 0 IR In In 47!In > i6 co co 007!in T La M M U)Ln aD%0 tO iD 0: t I ;( M M-iio C. 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C7 C7 2rc, K3 CJ C9 O C a 3875800 �' . :. e� o 0 o 0 0 0 o 78%, rN c C) CF lo,o CrCD 00 0 Ca p o sa e7aEl op C5 C) o 7 o , a 00 C.^a C.] 0 c3 [7 r C7 00 � r6 � in Q! ar sa cn � v c Cs G7 secs cava vacs fq 73 it CJ 7 C7 0 0 0 : ?s 7 Q Ca ® i 0 G7 cs 45 a F4 c3 LM C7 Cm3 d5 C.7 S 0 5 Cp 0 CS 4 DC7 Cs 4 0 C7: t� V, a, w' a' o0ocrsacr n Rt LM to es 0 e+ o � a _ o to v c rat no c7 0 D m IV m 4 Spring 2027 Data ti ATR Road Tubes install at West Mill Road north Bayview A�venue/Selala Turning Movement Counts � at West Mill Road& s Bayview Avenue/Selah Lane a {1e Turning Movement Counts at Cox fleck llad est 9Mlll Road &Bayvieav AvenuelSelah ILan Oil >V .ATR Road Tubes installed at ,. Cox Neck Road north of Westphalia Road , a u y t C ti Y is Turning Movement Coun at GR 48, Sound Avenue& ° Riad Tubes Cox Neck Road ATR � Installed at SCR 48 west of Sound Avenue t Proposed Boat Storage Building STONEFIELD 5780 West Mill Road ATR Count Locations Map Hamlet of Mattituck, Suffolk County, New YorkSpring 2021 Traffic Impact Study Automated Traffic Volume Counts stonefieldeng.com STONEFIELD 584 Broadway, New York,NY 1001 engineering design 718.606,8305 t. 201.340.4472 f TR COUNT SUMMARY- SPRING.June 13, 2021 through June ;l 9, 2021 Proposed Boat Storage Building- S780 West Mill Road Hamlet of Mattituck, Suffolk County, New York SE&D,fob #: NYC-210049 DATA COLLECTION LOCATIONS R 48 west of Soured Avenue Nei SUMMARY CR 48 _ CR 46 CR 98, TIME PERIOD Eastbound Westbound Total Weekday AM Peak Hour 7 til -8:31 ) 774 41 I,184 Weekday Midday Perak Hour (1:45 PM-2.45 PM) 5S2 596 1,178 Weekday PM Peak Maur (4:30 PM-5.32 PM) 678 82 1,500 Weekday 24-Maur Total 9,344 9,295 18,639 Saturday Peak Hour 0 PIS-2.00 PM) 1, 8 799 101,837 Saturday 24-Hour Total 11,954 11,247 23,281 Z WLVNYC2921WNYC-210049 Strong's Yadit C:entes LLC y 6780 West Mill Road,Matttuct,NYNF[eld Nates&PhotosICOUT1k Q021-061202"6 ATR Summary-Courpty Route 4&yJs)d�.d 3 z� � „t yt, ci� u 4.0 w 4 � y vl F ° L. ,n , ce ��. u 0 CLuzE 14 z U. .� z ij 4. to 0 � a ownloA AjjnO ......... 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Av F-; E4 .........tl�z� pp ....... two 0, In pp of stonefelden .com STUNEFIELD 584 Broadway, New York, NY 10012 engineering a design 718.606.8345 t:201.344.4472 f ATR COUNT SUMMARY- SPRING:June 13, 2021 through Jure 19, 2021 Proposed Boat Storage Building- 57801 West Mill Road Hamlet of Mattituck, Suffolk County, New York SE&Djob A NYC-210049 DATA COLLECTION LOCATIONS: Cox Neck Road north of Westphalia Road SUMMARY: Cox Neck Road Cox Neck Road Cox Fleck Road TIME PERIOD Northbound Southbound Total Weekday AM Peak Hour (9.45- - 10:45 ,1_ 94 141 195 Weekday Midday Peak Hour 112 117 229 (12:00 PM- 1;00 PM) Weekday PM Peak Hour 124 115 239 3.4.5PM-4.45PM) Weekday24-Hour Total 1,543 1,512 3,455 Saturday Peak Hour (12:310 PM- 1..30 PM) 175 I4b 321 Saturday 24-Hour Total 1,926 1,785 3,711 ZALICWYCM21%NYC-210040 Strong's`aWt Center,LLC-6780 West Mill Road,MatUtuck,N:'YTield Notes&Phatos'icountsvov-W2021-06 ATR Summary a Cox N6Ck Rold,xfsx 1 of 3 m aazxa ea x� 7{ 46 CL �x Norq � o m coo m LM CL CL zw t t*a ? N, z 44 fi b 6 "z U ca cc . fi wl Cd ti 0 I? so 4 u ®Yt k wN ,. y. D atunloA ApnOH � n etx rw �n •a �'� ns � �: � i"" - � � n ra; � �. m .,ar Y�_" � � '� '� � a. 77 — , 4-1 06 — — i .. 10, — J3� IL v v a.. . } — '$ .— .. IM Is EIAix R'•r 40, go kL — 4 1-1 T > _ st4nefielden .co 584 Broadway, New York, NY 18012 engineering &design 718.606.8305 t.201.340.4472 f. ATR COU NSU M MARY- SP'`III N G June 13, 2121 through June 19, 2021 Proposed Boat Storage Building- 5780 West Mill Road Hamlet of Mattltuck, Suffolk County; New York S D job . NY 1004 DATA COLLECTION LOCATIONS: West Mill Road north of Bayview Avenue/Seiah Lane SUMMARY: West(~Mill Road ':est Moll Road West Mill Road TIME PERIOD Northbound Southbound Total Weekday AM Peak Hour (9:30 AM- 1030 AM) 28 I 33 Weekday Midday Peak Flour 24 19 43 P 2:00 PM- 1.00 PSN) Weekday PM Peak Hour (2.45 P -3:45 LM) 2� 23 43 Weekday 24-Hour Total 241 237 478 Saturday Peak Hoar (1:00 PM 2:gP1 28 26 54 Saturday 24-Hour Total 233 286 439 Z tLIONY02021WYG-2100 30 Strong's Yacht Center,LLC-57&D West Mill Road Mattituck,NYAFWd Notes&PhruttasiCountso202.1-06=1-06 ATR Surronary-West Mill Raad:slsx 1 at 3 �< Fry ;k VA a CL h10 yI► k Ln IL X111 � 1 m ..c 3 all �a V �yy at ' i SFJ;? rq Q L 4n LnCy e v a nloA ApnOH H �.� "^ � #� ij^ �'a �. Rte•! ; r+r. N+* S'i :° '� P3 H ¢M �is 9a.. �� „�,,, �:� � � WGA f? 3�e} � {+��} 06 N .. n "Ar .:ol re 72 W# c^ . W 3_ 494 ka=" cA ::w. ... .a`a w rw;: m":., e+r •a s'+a r" '- wi„ _- _ or ry r s r <.' ix Sw r ti +3:° ay .,�y wi n nF rM `+d'e ry n �:: •" Q0.- a *� ,.:. �.. sr ' ..Cr. si' + rx .+ri a p++°=, +ra m AA t cs � �. Ay �.. [�*! V �;<§'�" '6 .,M, kN �, v5 �� � +P MA i � � ,�, v✓' N,. v i'. i"o.. .n n etl. rvw cn w a Traffic Turning Movement Counts a Z X 0 U 48[961(127) 4 433[827]{686} m i [25]{42} 7[67]{88} 4 -- 462[8691{8 i 7} {2}[2]8 {0}[i]8 i [33}[22]36 {1015}[738]8I I--P I rCounty Route 4 {829}[5691 709 {84}[73] 6 � v N S Vol tie LEGEND Existing Roadway Proposed Driveway Existing Private Driveway 0 Ari(MID)[Ph1]{5An Peak Hour Signalized Intersection not to scam Proposed Boat Storage Building '780 West Mill Road 2021 Existing Spring STONEFIELD Hamlet of M tt]tuck,Suffolk County, New York Traffic'Volumes Traffic Impact Study +! •a 1 # it �•, i! ■ SOUTHBOUND i CONTROL1 , m m + co to ' TEU0 •+� - C uj 1 PH r �' z NORTHBOUND R k R r SOUTHBOUND ii 1 CONTROL d TE1! o r 0 wM PH '. . M NORTHBOUND � ,, R's. M dig€°d C:.N N w-e F,,,. 0 ZD M 0 Ln w N 0) 0 MLn.: io M sa z w OD � � Iry a ra rn rd v a w ry cv P e c� C5 z r4 a C ,� a x� sure sz v �r CD 00 Cxnl 59N tit 0 ' 9- . (crt p° V] CEt CS att ry h3C'Fa: �+,u5 rV 10 rw+d e-t � a•+ jj,�'.Mi r4 Ng°;P 4a`]r"rA Mo w +H Cat � � - ci �"'✓ -Nj,,D m cry d�za p tl"`- �""1� e:n,a�a °{ rpt�,ry ate:amt .-� N tr Q N 0,gat cn qa a VST. c7:M �,, div x ; Ln M F- C? �s M a 'N w ' —�� o t ' 69 C> C7 s C5 ss7 :.q 08 0:0 n 0 0 0 0 a Cy Z:D �U C3 6 iCD M Fata zok 0000 000 t: a CD �6 C C?4 ; C'�4 <Ca C7 Q CS 4 C)0 00 Cao Q 0 C)0 p � tis " � R r$ � F r..r.ra F,,m a?M � � eY Via'akC'tin u7 u's cta v�.era sis at) ,r � ax, < C-3 gN Ln Ln 0 LM N�jN 14 N N LM rq tv 0C-4 of r- P,10 R C) ce'A eq cnLn t"LA m m rj tN r4 N N pi m rf N m co ci Mt r4 Ln N v Ln I N- s co m I Z VH 4 Lm Eft, -JO'D ca m 18 Ln gyp sd : r-j co 0 rq fq m 00 4-4 m CD N v v 0't 0 Lo mfn"o%al r,4 Cq rq r,4 N LLJ C� m Ln 0"411, 11"1 r-I r4 Lqi}00 n -t rog CO iL CA Z o w 11 C) CD E FL rE IL =-TE A UP 8�9 Ltrlis If, 06 uj Prepared by National Data&Surveying Services Sound Ave & Sound Ave/,e or tate Rte 25 Truck Peak Hour Turning cave ent Gaunt Ifs: w370021-002 Sound Ave Day. Saturday City: Mattituck WEEMMZlate: 611912021 NONE AM 0 0 0 0 0 AM DONE 0 0 01:00 P -02:00 PM NOON 0 0 0 0 0 NOON 11:00 AIvM-02:00 PM M ; NONE PM 0 0 0 0 0 PM NONE 0 v va AM NOON PM PM NOON AM sc in Ln 0 0 0 0 939 0 0 17 (� 0 0 0 0 Signalized 0 0 0 0 ®® 0 0 0 i 1985 0 0 0 AM NOON PM 0 1015 0 1 0.98 u 71046 0 0 0 0 0 0 1 1 AM NOON PM PM NOON AM M Cars( PAA 0 0 0 0 0 PMHT(AM) --JoooL NOON 0 0 122 0 31 NOON .—j*J # L 0.# 4l.0 AM 0 0 0 0 0 AM 0 4t0 0 0 01+ 400 0-# 0 7 F -77 7 00 0 Sound Ave Cam( 1 0 0 0 4,01 Pedestrians(Crosswalks) C7 o 4L 100 0 oj g � 0 0.# 0 802 co 15,,E 15 :�j 0 Ci 0 CD 0 C>L ro 0 w� PM 0 � - '�� 0 PNM 0 0 � NOON 0 NOON AM Cars(PIVI� AM 0 0 AM HT ) NOON 0 0 NOON o ~ o PM 0 PM L 0-* t 0 c) c- 1 0 C Q % 0f 1L0 0.>r �-0 0-41 � 0-* +rte 0 . ar* -� r 0 ci c, C,0 al 0 Cq �qx m 00 (3i cn OOQOQ CD LU uj CD Gi Q Ca 0a lu Q n C, All 0 C�ll�0 o m n 0 0 C) z LLJ LU CD 9 C) U3 C�C3 C�lz�!Q C,0 1=Q 0 0 0 E6 m 0 m to � ko, g in C> t2o , tg m g) Z8 s(3)CD 00 C, 9 ui CD 49 VI V) CD CD 12 0 Ck La Q n� c, m cs 0 cn�0 am CD 0 Q ac 0 Q Q 0 m.ffl C) o- co C, m m r4 0 z Ci En C> C, C,Q CD CD Q 0 Iz �060009 z r4 ya -M m es Ln 00 fi P L C�Ln 00 00 w w M-�rtv Le) Ln'D IL 9L IL Ln Lm I' 000 CD rN 0 OQ 0 0 CD M M En Az Lza C, C. 0 ID m IN f-N f-V 0 t:Dn 0 0 0 a Ck mit 0 Q m 0 C) fn CR C) CJCN CA 4.4 g z Q lime w 0all co Ln 0 �C" iz 0 0 to 0 u')C)Fn�o Ln 0 Ln 0 7i in 7: R t 'R In 2 101 :L 11 , r r aW Ialopolso i 1# �f SOUTHBOUND uu :� • � � w YI:;� a p a !! s. ra i ar 1 1 CONTROL � TEV ! i .�w ZIP f PHS as • ,�. ae .. NORTHBOUND N a Prepared by National Data&Surveying Services Breakwater Rd Peak Hour Turning Movement Count ICD, 21-370021-003 W Mill Rd Day: Saturday City: Mattituck ammmumm Date: 6/19/2021 NINE AM 0 0 0 0 0 Ari NCNB c 1.00 FEV1-2:00 PM NOON 0 137 0 0 162 NOON 11:00 AM-02:00 PM M NONE PM 0 0 0 0 0 PRMNt3N 0 AM NOON PM 4J PM NOON AM 0 0 0 1 0 0 0 0 0 0 • 1 0 0 0 0 0 0 Na Control 0 0 0 0 ' 0 0 0 0 0 2of 99 0 0 0 0 0 M AM NOON F*M .82 0 0 0 0 o 0 0 1 AM NOON i PSA PM NOON ANI Ca JIM 0 0 0 0 0 PM T NOON 137 0 0 162 0 NOON e7 0 0 0 04J L , 0 0 0 0 0 Ani '' 0 0 01 � �r 0 0341 FW Mill Rd 00 0 F Ca' ( HT ) Ci Pe 4ntrians{ rOS bks) + L z 2 .—j L 0�r 0 9L > p 0 „ 0 01+1h f j*r 0 :�j CD ca C Ca 01 # ► 0 NOON � NOON Cars p Ahs ASR 0 _0 AM 0 AM NOON 0 0 NOON 4oj L4 JINN 0 0 PM 00 0•04-0 a c 0,t to 0 C 0-* -0 01 r0 lit, 'L 0 c 0 14 spry"MR, 0 oc,JO o 0 0 0 0 0 0 a Q 0 0 0 o a Q Q Q CD, 0 a Q 0 0 C>c5 0 CD Q C.3 o o Q 0 Q tu I ui C, LU ui z elf o ui 0 LUC, 000QC� o C) uj 0 'o j o-'D CD o�CD ol. C) 44 U) 0 ca m 0 o CD c)�—0o olo C)o 0 N N, NIR Lr�Ift co OD Cd rq -oP ID eq 0) LM 'D 6 ",", ;w rq Ln as Ln C 0 o a Q OC)OOOOQQ 0 z C�o Qo 0 C�4D 0 z m 0 o W LO WO r4 rd N q c EBB o 0 CD 0 0 Q M 0 rq ME—KE v-Ln ig In iF in Cri Lri Ln k C6 z 6 61= ■ IL m N'A f� A -j"" �cc�rl0 ko 01, C�,o C) nj sQ Q o 01000 FDIC Cs �y LU ci I Z U4 C; o 0.jCD Q CDolo 000C)0 oo 0 .�C Cv ; En a o 0 0 0 C)0 s v » ac � ', , CG Q L,CD Ln z 0 010 0 0c�co 0 �cCD ? c: CD n � U, � r mc)MM 14 c3 e cara ,' a zrr IME r/N Prepared by National Data&Surveying Services Mill Rd & Selal Ln/Bay ieAve Peak Hour Turning oveme t Count Jnr Mill Rd ID: 21-370021-004 Day: Wednesday C4: Mattituc Date: 6/16/2021 7:15AM- :15 AM S 1 0 22 AM 7:00 AM-09:00 0 NONE N06N 0 0 � 0 NOON, NONE M a 5x.00 PM-6:00 PM Piot 0 � 23' 2 0 15 PM 4:00 PM--07:00 FSM 0 ANI NOON PM % ° PM NOON AM 2 0 ''I'll -I 0 0 0 ' 1 0 0 1 0 rr 0 0 0 0 Way "tv ( ) 0 20 0 2 0 0 0 0 tis 0 0 0 AM taNM 0 0 0 1 0.90 t}.67 10 0 1 0 0 6 0 NOON PIM/ PM (NOON AM Cars( PM 49 0 6 13 17 Pm HT L —jNOON 0 0 0 0 0NOON _ 0 N c 0-4 ti i AM 32 0 0 21 10 AM 0t 1t 0 Oar .-0 00 0" 19 • ' W Co' I w 1G�31I d ea Baa wA Cars a 0 0 Padastdana(Crosswalks) 0 0 0 4.0 4 4 L z z 4% 0 4j Lo L 0.* .w 0y Ort ._ 4-0 !j OW* f 0 C:) C:) a 0 0 Lit ca c NOON P 00 PM NOONL 0 0 AM Cars(PNI) AM Q AM NOON 0 NOON --J L sd r^1 PM 0 PM 0' o.# 1 c> c) 0 C> 0C:)01 + 0t t0 04 4-0 GT z 0.' 4-0 53 oil r 1.9 � z 7ca, , a e Prepared by National Data&Surveyig Services Selah Lnay View Ave Peak Hour Tu ink Movement Count ID: 21-370021-004 w Mill Rd Clay, Saturday City: attituc 11 Date: 6/1912021 NONEAM 0 6 0 0 0 AM NONE 0 z x 01:00 PM-02:00 Plug NOON 2 ' 0 0 28 NOON 11:00 AM-02:00 PM x ' NONE PM Q 0 � 0 0 0 PM NONE 0 I � AM NOON PM 4J PM NOON AM 1 0 8 0 1 0 1 0 00 0 1 0 0 4 0 0 2-Way Stop(E B) 0 10 0 ra #® 0 0 0 0 88 0 9AM [1 0 e AM NOON PM 0 0 0 1 ' 8.92 0 21 0 o T 1 Lmt o 0 1 8 AM NOON PM PM NOON AM 4 NOON 38 1 1 27 21 NOON 0 0 0 __jL 01 t.6 M 0 0 0 0 t1 AM of 0 0-04-0 <8> 040 0*"7f &'r 4 • u-+ 0 � G3 F F ! VVF Maif �! 7 C'� Cr Care FIT f 0Pedestrians(CrUs al ) «� % ) � oL 1 Le, e. 2 A, t to t� q p 41 !j A PM 0PM NOON � # 0NOON 0 AM Cars PIN) 7 AM AM 0 NOON 0 0 NOON l L JIM 0 01 PM 0 0 0 L 04 <,",8W, 4-0 Qj 04 +-0 IL IL 700 0 F q# v 00 r -J 0 CDQCDJoCxnCD ZDra ca t� Q;Qr,00QQ0O'DQ,�,v vra s� �rcarsQre-+c�',a� rs ,~ QQQ,-eCxCa,ma,���t'aQa�Q � „w a n kD 000 Q QCa4 c>oo O �� C? o Q.Q Q Q{ CS wv3:. 0 �Q G 0 0 CIS rr + : Q C"#4 Ql C7 rN C7 a'*9 Cj Q a s env Q ati%:Q C7 Y*1 C] a :x in ar CD Q:0 Q Q C3 m Ln C C&0 Q 00 0 QCs G°t p K LU 00 Q 010 00 C>Q CD o 0 Q�. 0 cs Q 0�C�.:0 CF 0' 00 0 00 QQCt� C7 C? Q G3 CD tom.C5 C3 Q. ?0 Q C9 M7 0� CD r.w Qg0 Q Q Q 0 Q Q Vl+,.+w�W : wl Ln 0 €@ C)art m rq 6� 0 IQ s Q c+ 0 rear C7 on,N'M! i.w N �t Ca�J 00 mo—0�Y�«M1Y?CP. �.CM m U) cs �; k_ _ m rppm. �i adi Q 010 0 0 4 ::D QC7 Q Q Q C?C?0 Q Q QIO Q Qe C3 ,. le LnNm,m 0� Ln o� ca M1.R'3 PV v C,6`"3 0t BAR ,4�4 aap 4X' aA' C3 g'� u ca cc ce Tim ea � � as rv°a (N r4 4+t u9€M rj rwa�r-s t'�a�a�zcJ ra rwr82 � ' ,. o, to o C trt Ln to a Ch O�LAO n � Q 4cq mm 0=0=Cq Ca CD Ct0Ca 0 0 caro !A�� 015 IZD C3 C&Vii. 0 0 0 c�0 uj e 51 E } ci a , ��- � t � "J s r. 14.1 , 9 Ln rrgera,*-rjLarwr.vca p Z r4 CCL °M ,,n 5n u,g4r7 tq C7 0 0 tq c- r �� � Pedestrian and Bicycle Volume Counts d' t"T C C3 C7 C-CS o y.,o {may O `cam 0 CD rV w-a,-i o o C' p C. cs o0e o soca n o occ 00o,0oo �o ' 9 o A., nr 0 r•a € 0 '.;g 0 0 0 0 t 0 0 o ra: It 0 o � 0�7c�ov�c� c1 o ear o0o000ora a per , .� r3 # � CscSrae'ca0 �"oaooacaos o Qyrs ocscosC, 0 � 0cea0o0o,otXC7o w o C, 0 i o, 00ooaw oeooaoox0000 egg ul 0 a t=t 0 CD 0 0+-0- oocarca a eu o LUo- coacoc Hca c r ua en a o ooca a soo 000 V) o o �a �90c�"�s0o0 Cs o' �0�0�a�ao0aoo,�r0oa�' ��a� � o 0100 Q 0 t7,0 0 0* oom OnoQoc9o.::. 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Lu a J rpmp"' Oo 0 0 O 0 cea CID 000 000000 Hca o cx c ,Qcac, vcoo des 0 Za aq 00: 0 o C7G 9.6 0Q Q a cs LU tea a CDa � � �, cd o� [� •p�f ,/y. 0.d#14 0 0 010 0 Q 0 0 ^ _ µ y 010 t t 000 bra � � i���`ilri g a ea� a s zest o C) Ac zOwc;)OoOQoOO ice Q w CD a o �y n OF LA M1 PR("+R 0.0 CCJcp'CQ S x y'v'�"L"Ln Ln#d'a ul J � �•,� sem " ` a� c�iecwycary" °' C) T-4 *w 4-0Amw co CD' co �s9 g C) J w W "" w sid z arab ,C� .. �' ': CID Ga m 4-a ,-a' CD o uj lz co CIL 21 U-jj °= cin S i do cr R w t®7 �: 0-1 m 1#' .. " m'Q".C?14 G11 r. . 17�co co co 0010 Q i triLn&i&i CA A 26 9 c,o Ell C + LU tag a C; OZ 0 OU,a a oa0C,o 00000 Hca LU-Lni CD v, CD , co 6 CD IL v H e� 9 ru ra gro s u ® m10a ro cy CE QMIK E E tnJA _ ^u Lnca ug a va ca an C> J j � Ln Pq tmrrev© in C> ` CD CD rD cc ,rte0j o zoo cs rq Co cm co dJ { mm0t f 4FA CIO m 0 C,C, Q 0 J r w C :. C� 3: 0 C>co 0 ca W 0 0 o m:C7 H .. .. .. 12.: 06 0 Ln 0 Yrs 0 Ln Q ura...o Ln0 r) «. �.. �4 y CD LO LU C. LU 0 0 o R 0 0 0 CD -j 0 0 0 0 C) CD =D z o 0 0 a 0 C:�OZD 0 CD q N A CD LO at C) ci )to* tn M Of 0 AL goo Lu -j CD a M 0 In Ln M M 0 Ln Ln 9-i � z� x > .j �i !9 1 z � rvscacs h- Cl a0000co 0 ui LA m�. �a Ln 1-4 CL IA j to to ca � �k -, +tea k { ?"d r X00° G7 uj � 0 y ¢ CL 0- E 0- .. ni ry rN 14 14 a V Ul owe 9 IL 4 Vehicle Classification Studies CLASSIFICATION New York State Cine 25 Truck W10 Sound,Ave Day!Sunday Data,V13AI l tV7 Maltftutk. pr0pscd 8:NV21_3.70022_003g 6aet90und' a 0000:ATR gP 2 0 14 39 00,3D W45 01MO 7 3 D 0 1 alas 1 a 0 a4 81 } 4 P2;00 0 7 „2 0 0 0 0 4 was � a 3 02W S 0 d5 6 03.45 3 0 0 it 6 Mae � 0 � ra5u14 1 D a ', M30 0 1 G4745 D 3 04:00 1 0 0 4 04 T4 Y a 6 D4fia3 m 1 04;45 1 4 0 0 a 1 01 04 1Y a x3;34 11 '.Y "0 a 0 IS 1M5+ Is 3tF0 al '..0 1 06°.43 02 a 0 35 ,D0 06 0 1 "'3 d 0 0 f1 28 06.15 0 37 8 Y0 C 0 8 46 06M 0 31',. 10 1 2 06.45 2 a2 D a 07'00 1 2ea 41 4ml alas I 4E 2a at 0 DT30 4 0 a 12 02x44 a 743 1 D 0 0 '0 9 COAD 2 C It 04~15 C 491$ 1 0 Q7 68 0$:30 C 67 i8 2 08:43 $ 1 4 a a taw 69 Is 0 1 a a MIS 10 4&3D0 '79 4 0 pa 101 04:544 1 0 0 128 10ca0 d 100 22 10.'x5 83 19 0 1 0106 10.8gp 937 32 0 2 a yd a4 10,44 8 1 2€. 0 2 0 ❑ c 1 34 ii;Ie! 3134 27g 0 0 1 64 11;14 2 21;34 1 12441 31;44 0 131 1 A3 a 1 13.°0D tfd4A 0 139 33 a ca ❑ 3D9 33as 141 2$ a 4 e 2 RPS 121 136 36 :1 135. 12:44 3 836 33 1 5 4 9c 17 ism 3 Iss 39 RF 2 0 A 0 : 141 13;1& aus ISa 0f a t1 a4:3D 0 1SO 0 "0 a A5A4 0 za 1 0 4 1X3 14N70 1 132 27 1 1 c 0 C 162 14:x5 107 25 :1 1 0 a 144 15:30 331 31 1 0 G 0 0 1 44 8nL:44 102 23 0 3 pc 14 ism 124 3� 0 8 0 158x4 2 11 g 2 248 7S"3D 3 112 IS a I 25;451 0 2i " ta 0 1 28 1Cr;4$ 0 $R 84 3 R a 0D 0 03 36:150 830 i 0 62 te 16,45 2 75 14 a C a 96 xYt36 ': a4 Y $ m is1 4 0 a 0 38;D0 0 82 3 5 D 0 0 303 3$:13 43 5". 22a 0 & 0 U P4 111.30 0 51 16 a a0 6P 18:55G1 12 P4 48:00 54 3S a7 "as a 44 g# 24t2D44 4, 0 0 149554a a 33 20:000 4 '0 0 a 0 39 MIS 0 4 32 0 0 0 0 5! Mae 35 $ 0 D 0 43 2744 0 35 $ 0 3 0 0 46 21 as 4 21.'1s 24 a 2s"d5 Is 22:60 D 149 c m 0 0 p 22.15 a 21 6 0 p : 0 43 43 21 22.30 0 2 9 1 0 1 0 q 23 32^45 7 i 23 18 ,, 0 0 $ 28;24 a 0 b num 28644 a q4q!!��z All ir 19 'Sp i 0.5 1 3SC MAP ak 3 an 0. 1% df3 mtS 3 4ralkhma rRvalwo is 3`351 Pak a S3 gp G a 314E 9014 o asx pmp.AH.. INiHd. 3 9#S 6394 p'seGlf"M Pea Afe& ROM 22.2 FM" 9eak VeAem65. Adf tYddSeS Vs+hiriie % V.I— d IWW— 1+asuiao % 635 1 1340 ^^°' 2= 1 707 1 4273", 63 Y awiulDertfNrt . NPens 1 MaStaS;yTieS a Ruxs 7 s M'141111111— 10+u5-u N Sn le Traalara i3:>=y Axle M tmSrmilgSS '2 Pass¢mSaa Gyri S 24x4., 5,4k Un. 4 e-.3M.SingieTaaakrc 31<=§=AudEM It.tit'arVArv. 3 2-✓�. .4.7ab Sln&Ua�ita 6 3,AttIDe S" Ie 6,naRs 9 S+wIN Si le krailvn 1&s-Rule leRsit�.]raiee5 Ae,,at�ae�am �A � CLASSIFICATION New York State Rte 25 Truck W/o Sound Ave baVe:&mday t11y,Mattftck W.:6/13/21 Pr-feOP,NY21 37aa22 W3W W 61t&5"d MOO AM 11 5 1 :1 0 0 a O 0 1 is 14 i '. 4 1 0 a 0 0 a 0 26 =30 13 5. 4 0 0 0 :a 0 19 00:45 14 2 a 0 0 0 a 1 OL-00a i5 5 0 0 0 0 a 1a 01;1s ,a 1 0 -4 0 0 a OL-aa 0 14 2 1 0 17 91545 : 0 6 05 42104... 0 3 3 0 0 C 4 1i a s a a2<3a a 5 1 0 R :0 S GSW10 3 1 51 U00 q3a 3 03m 5 0 OR" 2 040 4 1 0 2 04:x5 1 1 t 2 0430 a 0 0 a 04,45 f 0 a 13a 05xw1 0 a ala, 1 5 1 0 050 s 0 0 fto xl 4 1 d a x 06;15 1 3 0 'a a 0 1 a as i:. 6 a 1: 0 0 1D a a a 0 24 06:45 2c 7 4 1 a 0 0 a 07;1 24 71 a a a ft 32 r1 05 34 a 0 0710 : 27 12 a a a aas OYi460 a aD 45 46;44 31 + 0 a a 0 4 0 a In 48:25 55 a & O 0 :0 a a 0a 64 06:45 U 70 la2 a 1 0 a a t 91 a9m 1 63 S 4 : a 84 09.A5 0 69 '`;12 0 go a9:ap 0 SA 13 '1 tat 09aF5 3 2a 14 f 1 0 t11 1tk000 114 21 1 5 0 C a 14i 1x151 121 as W30 0 11 31 1 4 i :1 WAS 1 123 Is 3 4.. llm 121 x6b 2 0 0 a 1 46 stats 1 is 1 a 0 ;is 17 0 4 0Q 4 0 144 21m 147 0 0 13 11 42in 12.06 PFR 112 20 1 4 0 a 141 12€15 1 i4 2a l 6 9 2 ..0 1 24 12130 1. 25 S 4 0 a ;a 0 1 00 1.2,45 3 151 37 2 5 0 1 3 0 0 r 0 201 13;00 1 # 21 0 1 9 0 00 149 X15 11 s, 0 i s '€ 0 a ,$a4 18"30 3 129 .21 1 4 a t s Ass 15545 1 '11 0 10 t C 0 144 14',W a 177 73 1 2 10 294 1445 i 143 21 a 172 14:30 1 15" al 0 6 C1a Iro 1 flm 14'48 1 138 31 1 C c 0 a 17 5",.x30 162 27 1 2 1y isS F 02 i 25 9 1 24 is* ', 151 p 17 : 23x15 c l '17 1 $ 1 2 Us 1&O Y 16C 24 0 4 a 0 1 0 1 16:18 18s 33 0 2 a 3 3 :1 225 1630 1 145 23 2 4 a 4 a a 0 t 175 16[45 0 10 35 0 3 0 a 1 0 0 209 17011 a 151 is1 2 a a 8 1 ,72 210 69 a 1 12;3p 14C 9 q a 0 172 ,17:45 1 13 :. Q 4 a 1 34 1&09 a 123 730 a1 s a a 205 1&1S Q :'13112 0 3 144 1&aP. 0 24223 0.:. 1 is-AS 177 2 3 0 0 Z c 1 SO 19630 0 193 24 0 ab 0 d t 0 1 99 19:15 a127 14 a 1 19:30im ,13 2 14565 i 22 a 7 i a 1 20.00 Iss 14 a 1 a s a0 1 ag 20;1393 24 0 a 0 0 a a 0 a 121 20: 1IN 17 0 0 0 n 0 0 0 C a 0 1 22 80'43 1124 0 a 1 17 M17 a 0 a 145 a1, - 95 s4 a � s 6a 21.^35 42 4 a � 75 2w9na 42 'Ia 5$ 21:48 a 47 �.4 1f C 5 ZEN go 21 c c4 i1 22.:15. '0 33 5 1 22231) di :14 43c 11 Ic Ic 1 15 22:45 a 37 3 1 :. 1 230 4 14 G a t c 5 ads 2 a1. 23M 5 25::45 Y0 0 0 ;a 0' a 95 n81ptU ek a Xb a..,.., e% aO inmss APA 9l8VWnCS 1 84 9 ',1 %AM eh tomt 4u ,f :a.. Am Rpi N Y� P4aua9au a :: s : aas as Ass: s a za a a scss � st sees-J-2 415 ew y, dl3acttmga1 Pe42 PMI&d� - AM 7-9 NC30N 12.2 - PFR 445 .....011 Peak VWuimes p14 Cams 1Asaume: % wtmnm s. wnluaAe ma Vmlwmz . __.. -435 $% 1273 ::::1 1415 1454 5818 '�'—"• 0595: tlala46aadoR,OeStauam 5 MmlrrcVelea d 4mzmx a a=4-xnbe}elt ceniYa. is+^6 hck 5irgio-irAn3pn 1i v=7 Av2g hAut6P•TYaifr3 1 A^a�xey�e.:x s aruta,s-�A^sa�gx Asn efr. a�m-na;�sR$sm rnuwrs a1 c-s.Aram r4nmr76e�iw 1.7-ahe A-Tian S n#e Im 4S 5.du9a S:Ie ointCs %.5-AKIe 5 ledxtilRr:s 12&Ad.mWUA- CLASSIFICATION Now York State Rte 25 Truck W/o Souod Ave Day;Mwdag 0tr.maffituck D#W V14721 fect�PfY25„370022 0p3e 1'adi B0 nd 130:08 AM Y a 1 • OOc1S.. 4.. $ 00: is a '6 0 7r ❑ 6 0 GDAS 1 a 6 p 6 6 a a a 1 01a60 A � � a s o fl 01n1S ' 1 0 0 65.45 ¢ 1 6 6069 0 3 o f 63x15 a a d 6 625 g 0 t 453,4 : 6 ': o ❑ a 0835 a 0 03:l4p 7 a 1 0 5X45 ::. 3 0 a 0 0 6 db4t00. a1 C6 a 0 ❑ 0 1 fa4=15 ,4A 2 Wd,BO., 0 3 3 0 6 04:45 3 2 0 1 5 0500 is 8 a 1 10 01 05:15 4 :. 0 1 05:30 2 : 3 7 0 1, M45 is 0 € 17 f qa 4W 35 17 1 4 0 0 i :0 0 0 sa 06,15 56 25 2 0 d 0 8 94 04:00 0 e1 34 2 1 43 3Y9 09.^45 115 49 4 1C 177 67:80 05 35 3 2 2 € 1 Olds29 1 ^45 062 5 1 1 07c30 Y2 ,50 3 12 07pa aa 06.010 ..-0 35 5 7 0 : 2 6 1 4)6'15 68 3E s 6 0 :.. 0 1 0 a c 0 11 00r8B m 6 4 1 0 06:45 92 } 5 0 a 0 0 0 66 77 34 1 6 a o 1 5S ' 0 0 00 11 Mao L5 74 ,37 2 4 0 0 1 121 vsAsas a4 1 13 Y9.00 7 ,2E 00 2 110 10.55 75 06 i 0 1 1 fC C 121 101W70 50 1 0 0 0 Cl 3 MAS a 122 83 1.E.}00 51 d 0 0 31'10 s 59 6 115 5,5.100 0 „21 :1 11x45 79 32 2 5 1 12m PM 5a 25 1 4 1 1 12111$ 34 3 4 0 12: 7 27 0 2 1 45 0 S 12.45 61 37, 3 5 A 0 0 0 0 1 €%100 : Y 0 6 10115 2 d'. 0 1111.® t 1111 1.106 ?31 4 5 0 17.0 6 7S 1 9 11 1111 1401 0 83 ,35 2 12 Itis BE 28 1 4 1 1410 7 02 :2 2 1111. 59:.'45 84 34 0 4 a it Ism at a .6 '3 6:1111 6 11 1111 Y5:35 7 87 1 0 0 0 118 €&SO We 0 0 0 6” 519 1111 1&a6 ❑ 36 d iat 10:15: 4 31 1 5 5 SO 50ta0 7 2E ':.9 ti 3 06 15:45 5 56 f 2 0 1 0 1 17;d�p1 31 17:x5 .0 0 0 0132 ag :. 103 €IAS `s27 0 0 C c0 0 104 164,00 0 59 24 C 6 0 89 MM 47 55 22 G 2 M45 49 17 0 2 1111 3G 69 19M 64 24 0 1 0 99 VkO 6 0 0 46 19145 :. 42 0 .0 0 0 34:80. 2 0 0 35 20;15 0 30 i1 2 2&.w '.4 29 7 1111 20^A5 0 32 11 D1 210 35 12 '.a 00 0 44 21as 22,250290 a 0 0S 1111 23: 6 19 : 23.08 1 s 7 0 0 25 22;15 0 f2 2 1111 22:30 0 11 41111 22x55 1 3 0 0 0 0 0 23500 It 40 1 ' 0 0 38:15 6 0 dS :0 6 : 0 1 x$ 00 0 0 6 23:4511 1111111M0 0 %m{Te9aie da 4 -Tn N'[9 2 2C82 A&3 6d n 5 `2 31 1 1111: } 1$2X % }1 1% 240 0 m M p}g dESg AMP.k Vd- -1H5 4 1'65 is sd9 In 1k1 ,n d 4 0 0x¢1 1111 %FM 5d isAaaaM. m+W Dkedr".9 Pek Pa4»x9s 1111. ZT9 r4416ra 12.2 45 CMrAQeSi Ypf6 ¢ 44f 4343445 7f8}Jmd `�: Wlmna 96... kolwmp. '}4 Vnlv�aa # 1232 '.. }7 867 3462.. 574'0 1111 1111.CJ- n GeSfz [r# 9 MnCwcycks A ausns 1:»a.a}xi('§imdk Sdni[} "-6-F e§l%w Ra14irs 13 taa Ankt Mutt:Trac 5 7 PasaenpenCm ;#Ywaae,FT-SOg ... s._+x.,rrMSixitl&tT aiFexs 11 i5 f+xi k.4ml Tsilmr, 1111. 1111. 1111 1111. 9 P.dsle,$The 5k k Iln�v 6 3 qus5--k Nn 1s 9 5 Azks� imira+4M3 5d:d-krt h9ukbFtaaz[§ CLASSIFICATION New York State Rte 25 Truck W{/t5 Sound Ave iia monny C*.Matfitack Doliv 8/IOL Pmian#:Ny21 3g02.0499.W =150 i 3 1 4 :.0 0 44:30,... ❑ 0 q 0 00:46 a 4 r :: 019 : 1 05°15! r p + 4 01 g 0 A a t 0C 1 01145 1 0 ai 6200. 9 0 6 0 0 4 42axs :.a gY q Omen, 4 2 C 0 :t :0 01.45 L2 3 : r 0 0 ll 0 WIN) C2 10 4 0 4 a 03x5 S 6 1 x Ca a u 09; 4 6 0 5! q 4 0 0 1k34AS fl 0 4 01 44 :C 4 04M 0 2 1 C 9 473:45 112', 3 0 :1 05110 is7 1 3C 2 05155 t 2216 $ 3 q 05.E 2 9 0 5 q g 459461 21 64 6 U 1 45:46 . 32 12 0 3 00 2 0 48:15 44 IS 2 -4 0 0 a 0 0 a So M30 44 x C 40 0 1 0 0 00 71 6&45 51 21 46 0 0 '0 0 0 0 a1 47400 : 0 59 22 2 0 2 4 0 0 0 9 07:15 0 5 99 47:30 0 60 a9 47345+ a is '22 a z d a I q it it 0 tog 48:40 4 6s 25 1 6 0 0 C c 0 x44 08e5. 0 8s 28 a 0 a t 0 g 1122 War, 0 79 as 1 11 a a C 1 a 129 49:,45 95 16 2 3 1 1 124 4104 09:15' 04.36 R$ 1 g 09:46 1 = 27 3 1 1660 a6 2 a 4 i 1 1 a 13 161$ 0 29 6 3 4 0 0 0 a 12 1034 a 102 is 2 7 0 0 2 :0 00 in 10145 a 117 26 0 4 :0 p 11:60 a 9s :212 0 ! 1 4 0 x 41:15 b 97 iIS a 3 0 0 0 0 186 1xx60 q 1;; '1 sL 0 0 x9,5 11.45 0 148 '27 11` 0 499 12xt30.PAS '0 107 28 1 :5 ; C 2 C 0 0 149 1245 0 98 37 3 17 0 1 12930 ILE 23 2 11 g a C I C 1 SO [2735 0 m wit 3 "i c so 21 0 7 0 1 b a c 11 x3:15 : 0 ' i6 'i 0 94 279 2 16 0 0 3 0 0 0 4 1 41 194flSC 11 221a:, x 3 1 14:4]0 7 24 2 0 0 0 I i7 14:15 C 4E 34 2 9 0 0 3 :0 0 4 141 14980 0 94 31 2 0 0 ❑ 1 1+4'45 0 89 31 f2 0 x ::0 0 0 1 0 131 21 E a e $ 4 0 0 171 MIS joa 2 14 i q I 0 0 0 961 x646 x21 ,`'37 11 1 IS 4 ass 48:00 3:: 139 42 13 3 185 14.15. 2 192 43 2 11 1 : 1 24 15.86 109 37 a 625 1 19:45 2 130 38 1 11 1 1 1 1 1 96 97:488c 127 33 1 $ 0 a 1 12;350 111 . 1 7 0 0 115 17:34 x012e 0 4' 4 0 1 UAS 4) lag 27 IQ 18:44. a 94 30af 0 0 6 a 6 a 1 32 I&:15 79 24 a 3 0 0 0 60 149 Wo : 61 as 0 0 0 1 0 0 99 Mas 0 76 35 1 0 0 0 x1x 18,440 0 9'1 lo a1 qa 23 115 0 on is a 2 i6 a 1 '61 311-30 0, s5 `I6 s 1 *Asa0 37i0 5 0 so a6�is .12 .:: C s v 4 24.1sM v 13 t 2045 a 42 e 2 0 0 0 4 0 q 51 21.40 a 0 kl 24 21x45 15 4 &S 16 21:20 Al 61 00 Sig 21:4& 27 : a. 4 as 22:44 is 8 2 22%is 0 is a 22:64' 0 5 1 C 2 82:45 6 3 11 2 D {, 23M i15 ::..0 i Q 26775 1 ;'a 0 $ 4 0 JJ 1 22`45 ',7a b :,0 0 ,0 -0 lSNTMMI iAN Tj 264 ':i 4 b iM a9 bk n53 ibbar AINY+s4r 1 2746 ',a1 Ito 2844 %APA AMftA%q Pu .; 34 '46 17% SS 3il6+ 1P 2 3A 3: m 1 476 1% 9M a!s '476 Lys W lki4iiBe 0necR3arcak Pe9k Parkads 0497-6NOON 12.2 PM 4.6 Off Paakva94mas A&41Ax3aS stblwma. 4. V111ma % YrrA,mC. 9b Vtlu�ESe % 647 '�`* 11Y6" 1197 "�+ 14 1379... 'a"`r' Im s na.,�rraasr�a s s,.n�s a==s:,nai se�9m inns vu:..:o�.neles3ag��rr=nomas ":si�=..r.,anle+�li rranen x T'asseager Cars S aware.FYieu 9x1!8 umWx b e_d•A-xlm5#glt ira,ltia RR:c�s-t le Adtanbr..iters 3 2,AxIm,4=YiraS Ie ilaAs #5 ASYa 37n0.4a Unys.... a'S 0.e:6e5 n de T'ralf w; iZ:S nz"e Mt,ICiTo'A�4sn CLASSIFICATION New York.StsW Rte 2:5 Truck W/O Sound Ave Dar,Tuesday data.61$5/21 Y=Mattftu7k. P2a$act d:.NT21_370022_003a East Bound 04:14 P P d 09;34 ❑ : p ❑ ,P p 0049 1 1 d P d P 6 b P dalm 4$;140 2 97 0 P 44:34 P 1 1 00 0 b a4 &lads d 2 & 4 ti 9 !! 0 2 WAS a 02.44 Y'..... rP d QUO y 1 i7 1 4345 2 0 P 44145 : � � d•,.. 4d:P9 l 1 d 91Q 0 P 94,14. 2 91 B d7 � ,p 94:34 23 q 9 0 0 0 04,45 1 d C 1 0 0 P 0 4 0 1 46"44 a A 0 6 0 0 1 014 a to Sa e0 0! 0 Y8 94:30 13 ;P 0 0 30 0:65 0 25 1 2 3 05c04 0 1113 1 1 0 0 0 54 P5a14. a 40 i7 1 C C 72 d5ca0 0 93 31 1 1$6 D&AS a 98 51 0 5 a 00 01,00 a Usd 1 '10 is Was 1Gd 44 � 1 d 1 '148 61"a9CX a IV i51 om t IBS 1 3a 21 45t00 95530 It o d 2 0 n 0 1 45 08115 a 97 2 10 a P R d 0 144 09:30 13 go 4C 2 a 0 1 1 .bd 14/ 63;44 12 32 1 0 'C 0 P 7 d 113 71 11,1137 1 S 0 0 0d d 11 09:14 t 61 lb ',Y 1 109 10D77 34 1 3 ,R 1 loan GS 24 1 4 0 a :.; 1.:. 94 YP:R97 25 3 ,.y v 1 p 1 $1$ 10.45 C, g2 42 3 13 1 6 1 1 110 1 at 4 1 1 % 31:44 in 3 0 & Y 11034as1 0 0 0 Y 13 Al 429 1210O€M 0 so 32 10 d d Q d 0x2 12:14 ':91 1 a S0 4 0 9 a 0 135 12;20 0 101 35 2 5 0 10 a 0 Pd 148 12:45 0 74 27 1 5 1 C 1 2 0 0 0 9 111 13430 9 Itsa 5' ''1 1 . 92 2 6 r1 4 4 P 4 45s 13AS 101 0 4 2 ,0 1 1 14m, 94 35 1 7 0 0 1 0 0 0 a3 142$9 1 9E 35 1 2 2 d 1 d P a o 0 1 40 1430 1 87 39 F 4 4 1 0 n P g 0 129 $4.44 52 322 ,.1 0 d 0d 137 14; 7ad41 d 6 416 49 Y4 92l m Yid $5:34 P 97 39:44 0 63 26 2 5 1 12 16,00 C 93 32 :.:3 g 1 1 22 16,35 9E0 1 42 14:80 Y 8 28 Y 2 0 0 11 15.45 9 43 0 a 0 0 a 0 0 138 171.00 Q 71 0 0 1 0 9 0 0 t 0 1 LA 1k19 1 6 I ;P US 17:340 76 2 P 0 am 0 72 `3g 'y ld 3&"d0 d 74 151 C 93 Y&YS. 4 111 2. A 14 Man '6 19 1 360.5 73 25 0 19.7 73 22 :0 5 0 0 1 0 $01 18;45 44 9. 1 2 P :3 d 0 fin 4934 so SAPd 0 : P p 29244 0 51 20:00 57 x a0 d e d 0 77 20:35 A. $1 1 0 0 SS 34:30 P 4.. 15 C 08 M4!5 4 47 15 1 2luad A 2 3 21:45 27 ,d 1 P as 2130 27 i's aan0 21 kS 2T '9 Y 0 d 22'9 11 0 . 0-' 0 ,TJ 33 22.15 4P 0. GY 0 33 21:34 SA 3 .0 0 13 xZ45' 0 1 3 c 23294 x4 1 � 4 4 29:34 Y 2,4846 'h 4 0 IB 5Fa7Tmtil ea x' 3: s tl 454 101h & 1t33 dA 3 ]49 1t 1 1EM 2 7 33t %AM 0. 20% 12% 1 0% e;g dMP.kYiri-PWG 3 3 '195& 2P 582 9 1 1� 5K 2aa fA5 aX tlaa 5' Pna ParAk u ® Maralanaf Pack P*vW,l AAE 74 NOON 12-2 PM" ikf Peat Nc4a9N4s A01 t13f4s vw.- % VA— % tMlurne' ,% Y,akime: 55 1269 ..®..w: 17% 1 1076 1456:::. 9+"51 :. 'i^"..'.f i.S.4a 1363:. +..—v. 5" 1 a IprclxleS 4 a.. 8 avY-tialz5xn61e 11uas 10 aL6 1pS gle Sianlera d3:a';.,raia Mup}irmilero 1 P.,RngRr�Latx S 2.x12&Siren§xmgim Raw{s a is-4W sfticS—W. 1t<=5 Wa frgod yr l- 3 2-AH-14j..5Ie U�+65 5 3AttIs 3:1..Ip Pg�iix @ 5-gnlc std hq iraiferts It fidixle d@ultl ralle. CLASSIFICATION New York State Rte 25 Truck W/O Sound Aw Payr,Tuesday. City;Rdatolua DOW..6/15121. Prolmt.4'NY2A 37003'l-{1aw West 80"d. P913a:AM 4 0 p 4 00^15 ? 1 10 c c c C C .W 4 aa:45 f $ 0a aim a Olds a 0 a 1, tA1x30 1 1 as � 01;41 1 a 02;0 � ❑ a o a 5.k4S 2 q a Cr2;45 0 $ 3 1 0 0 0 ❑ a g Out, c19 a 001 t 0 a ti 1 D3:15 1 3 04 1 4 5 06:35 0 2 04M C 9 ,& 0 rD 9 04A5 0 t 4 0 2 10 0 0 1 n5l= a it s a 2 0 O&IS 0 14 0 03x301 11 D d 20 WAS 0 is 0 o 0 ?3 6 2 0 a a 0 31 06A5 0 m it 0d a D a C 5 ¢f•R:30, 46 r g 0 d 9 0 70 Q6n45 4 5is 0 C C 0 0 a BE Di:15 t 58 }34 3 cd Sap DIAD 71 '.22 3 .101 WAS 75 1 1 1 1 ts MOO 81 : 15 3 D9:`1S & 65 22 0 6 a : g ❑ SO 09:3❑ C 6E 21. 1 4 0 1f 03 00:61 71 24 19 1 09 0900 1 3 32 2 7 1 d A 1 was 1 24 09t➢NF b0 2 4 a 0 tlG43 93 30 4 6 t 0 A Cl 0 0 10:00 0 71 22 2 6 c 0 2 a a 0 a 10 14.35go 27 7 a 1 4 0 0 0a p 13 15:30 87 Z 1 0 a a 0 129 M45 0 87 22 2 3 0 121 it= � as ,IS 1 01 � 1 aids 85 is 2 m o9 11:30 55 23 3 71 9 11A51 : .25 2 12 , 12M Pm 67 S$ 1 17 1 aC 0 1 74 12,15 9C 31 1 12 a a5 a 12.59 a 32 2 10 a 0 5 0 c 11 1243 1 124 25 2 7 a 0 1 0 0 1. 13,00 0 Q 278 4 1 ❑ 4 t 0 t ; a 1 24 19:11 a to 0 a 111 1126 ID 76 25 c ' ta _P ih U045 76 0 27 1 at 134 14:00 0 54 so s a C ti 199 HAS 4 84 43 5 6 2 E 1 2 C c 0 141 14:7 0 53 28 2 10 c 0 13 14645 3 122 40 4 15 3 3 0 19 ism ! 11 '31 1$ 1 .,1 y 1s.q5 13 ;ar $ 4 3 : 1 1 13;30 2 22 a a 1 1 #5045 ! 3 141 ;SOI AS $ tf 3 f 1 15aC%7 STS 1 it 0 a 4 0 a 0 131 10.15 1 53 10 ❑ 0 10 0 0 0 a 175 .0123 41 2 12 1 0 0 ❑ a 179 35"45 143 8 1 11 3 a ❑ ❑ 0 ie5 ikfdt : 14 1 0 092 s.7Y50 11C '3❑ 2 12 x t : i0 in 1BYM.. 27 1 3 1 1 a': 1 19.15 1 7 22 ❑ & ❑ 1 Im 13;24 t%9 32 0 1❑ 0 a 10 1343 i 25 ❑ 7 ❑ a 11. 0 a 3 -25;150 59 ,1 a Q a 0' D1 15:56 : 78 2 1 1 1 a d a5 35x45 0 73 :.1 1 a a y5 moo i.. 51 `32 2 a 0 sa 20c15 a 53 15 :.3a a I I C 7 2x:30 52 7 0 "1 20:+15. Sf 34 a 5 21 i 3 .10 is 2i 21:15 S ?90 1 ❑ 'a a so 21,0 SO S a ia 9+ a a 44 22:00 21 9 0 2 0 0 0 0a ❑ 0 0 32 23:15 C 1. 3 010 0 0 0 C r 22;30 '1 5 2 1 2245. -a 14 3 i 23M C 8 3 0 3: 23:15 C 14 54 0 a 00 t3 23m, g Y :0 1 a V 0 29: D +sArn4ai as 1 4 <x� a� 0x eobx AAtVd+YriK 3 Y7§b : ddx 111 1 ON as4 4:c as K% a.. AAA 89aA k9 Va( pm 14 ME i 1{143 Aa lasE-JL '% G Ab 1Aif :116 A'.s 045 p9t ARA PAak Wdwn D-ofama4P4e47ows AM 7,4 NOON 124 PM 44 Off Peak Volums A9 0-so titiCuiwc % W.— ga 4blu[ne. 95 V.1-e 95 :777 10% 1007 d553aTLtLisYPkt OatiaAtRmra 9 44§Mrt6rc4¢s K doses 7 a^d-Anle#in8�[tsp5 Pp a 6AxIe5 p§R Tr..aiRwrs Y]a»A,ysk ddultl.Tnilcn 2 a!assesgerra� 5 s-aaAs,§.11ea Slrglz ue3s K tisd.:Axfrt$angla Arallev. 13.aAS-tuln ad�xgr.Traile€c a 3..;tiaIP.a-Aire 5 Ie 1:mAi 4 3 J.�Ie Sin See ISnils §Sa4i8e SIn'a TZB�aarz.. t2::s,A*MAICI T,6i aa*tii rt�aimama�nsumm++a:>a.�,am.,. CLASSIFICATION Now York Stats Rta 2S Truck W/o SoLind Ave Davt W8d1„esdav uoas,SAW21 12ty:Manituck Rupect M a Y21_70MLOMe E4at 0osrnA 00.0044 2 6 # 00:15 1 3 1C C0 0 0 ❑ 0 @ 0 00;30 1 4 iC C C WAS 0 4 10 c0 O 0 0 0 5 aim 2 01%25 0 0106 4 0 01AS .1 1 tl 0 1 0 01:00 2 3 :0 0 0 a 02:15 C 0 0 0 d1 a a 4 m2:30 0 % 4C I WAS 03:16 1 ail 0 0 04x30 3 2 0 0 0 0 04;65 0 4 0 0 C 0 0 a 09.x0' 0 13 60 2 4 0 0 a4S 2a 06n1S 1 S i 1 05;80 269 2 29 15 0 3 0 0 08:00C 3... t5 0 t 0 00 0 0 40 06;13 63 21 3 0 0 1 0 0 0 101 06:3032 1 91 1 0 a 0f 134 W45 0 1 a7 4 8 0 C 0 174 CAW 115 42 a 6 0 C 0 1 fA OARS lis 49 : 9 5. 1 177 47* ISE +I% 5 t a X 07:45 ! Im 57 is 0 0 In 08:00 - 108 30 1 0 0 0 r A 06;18 4 0 2 0 0 0 16 0AN30 1 104 42 20... & '0 157 09k45 0 33 42 3 1 dl 143 .. t�x0 55 42 0 -0 1 1 1 US 09:13 77 33 A 1% 1 124} 09 74 0 3 0O i 0 111 09: Q 1 1, 0 a 44 10:00: 7. 1 0 2 0 ❑ 0 10:15' 78 30 ; 0 4 0 0 0 11 10:30 0 :8% 75 3 is c 0 0 0 a 132 10:49 0 707 43 Y 7 1 1 00 0 250 11100 033 '29 2 7 1 0 b a a a 0 1 SO 11:15 a 29 '.:4 4 TIM 1 4' 2 13AS '.Sa 4'.. 1 1 22 1200RM a 131 43 0 5 4 i 1 X0 1 41:15 9 0 0 0 0 0 1 12:3025 z.05 34 1 1 0 1 0 0 0 0 a 1445 1112 0 0 6.. 9 '0 15t! ,89 1 2.- 13' A8e1S XB;Sa 98 0 7 t4 0 a ISO ISAS 129 1 4 MOO 301 32 7 6 0 0 0 0 0 141 MIS99 27 2 2 0 0 0 9 12# 14:30. 0 97 32 0. 0 O '0 124 14:45 0 114 34 0 13 ISM 0 95 :3S 1 8 1 1 1°sasim ism 0 9937 3 1 X3; 33 94 23 S 0 11 16;20 107 as C 200 0 0 0 0 1 44 18:15" 11. 0 0 a:: 0 0 0 1 SO 10;30. 1230 0•,.. 0 0 0 163 1ac43 117 37 1 4 c 0 00 0 489 17100 14 2 1 "43 X715 151 47 3 1 a 1 21 a7t30 35 1 41 IsIt 17543 ISO §3 8 0 02i 1800 417 47 0 1 0 0 0 11 0 101 13:1S 121 a a d a 1.. 1x:30 r 11s 34 0 Cr r a 152 28:45 X 123 As0 00 0 172 19411 C X13 0 1 19:15 12 C 1' a a ' ..0 ® ..lA* 791 10:0080 310 70'is go 25 c 0 r 11fi 20:30 0 54 :} } 0 12 2049 :0 84 29 0 i 21m 03 2a 1 21e1S 3 623 111 $1301Is x1r4572 J� 0 Q $ Iu00 22 1 0 0 C 0 0 0 laS 22:15 0 IS 2 1 0 g3 1131 0 41. 12 1, 22:45 26 7 23.m08 26 a0 8i 29:1,5 13.30 1 a 4 0 1' 2345 14117 %®[Ym1aEi mai ran ?§ 1'W 3k IYk mW pffi t 7 Sa?W 9d7 VW— Ur 1iY 0 8 35 g 1 m 3 a1518 '%i 1S ie 4 zX @5S 4% 4% mH 0:5 U'A Pi^ti k %l�dt 9"h a q 744 da?nk➢1 i§35 0'e 9 f A ffi W5n4ttmnml RmaB mals AM 7,4 r44?oeala•a PM" t23 Peak vcdu— ..PAI CIA$— 9'c$ime $ um wme }$ Unl�anm # Ual�n. 9 _. 1411 '.. }576 1161 sr's^.r' 129&... 1412 ".*®•w t3% 5]72, �"'�` 53sg (laxi'6"sla0an FrtA1nWW ons _. 1 RAat4ei4tles 4 6'aces 7 sa..g.M1isa sla61e 4rnT5 A9 s=&axle 5l�Ed'E TFat2ary 4S a+]-,%ate MulSi.t*an 4 Aa?5:ia4mCxx5 S 7Rx,6,TiasglaBtE Unris ®c,.q bvPar 51 EAe Treitmx 1iSduFe ASult.leallars. 3 3=AxIt4 TVW%An Ie OniU.. 6.70.xWa Si dm Un�B6 W S.Fu1u:5 axra.krs ti.&A Ve MWRo-dsaEars. wire§q"N"a1ms:6a.udauvgwp�aNme. CLASSIFICATION NOW York Stake Page 25 Truck W/o Sound Ave ❑ay,:wecaaawaw city:NAattituck Date:5{10,/21 PrOJU1#Ny23_37W22 00Iw W85t Baud 00:00 ASE a 6 1 ::0 © :::: 60;15 0 3 1. C :1 0 0 0 0 .{%3:30 C 2 0 1 R 0 W45 G 3 #. ❑ 0.5:157 a Cu0 p 30: 10 0P a3 01945 s 02;00 1C C0 0 tp 62:15 0 C a 0 U a 0 02:50 0 1 2',, 0 ,..0 0 07a4S 0 C 1 01333: 055 R € a # a 0 6 6 03.90 1 # i 0 + 6 2 # 0 a 6 6 11 5 Mai t -i6 :0 #_,` 0 # 0855 :# 3 :0i # 0 0 u 6 a 3 04:20 '.8 2 0 :0 0 :0 0 0 to 04A9 23 2 C 0 0 0 d 0 a 1 0&55 it 11 c I 0 0 6 6 0 0 2 0&30: 0 29 13 C C 0 0 b0 s6 MAS 0 24 12 2 2 d 0 O40 0&Od 0 21 13 c a 0 0 0 # 0 0 37 0&3S 0 s1 1. C 2 0 0 C 0 0 :0 4 Mail :0 51 17 C0 4 4i 0 0 0 40 704 r 0 6 71 039:00' a 57 22 ti 1 a a6 Oh15Ea 25 3s 103 09:36 6 z 23 :.: 1 p d! 26 11Y1a45 a 55 20 3 '1 0 1 0610# 0 73:.. 200 0 0 0 91 MIS 0 67 33 2 S c 1 0 d nus 30. 0 s5 22 1 7 1...: 2 a C 122. 08:AS 0 99 24 2 4 1 1 135. 00 sa as 3 31 1 1 691.5 68 27 2 S 30 09:36 S7 27 -3 1 tMAAs 34 1 7 Sd:60 q 75 16 1 10 a 16:15: 70 "21 4 a i 10,30 456 29 6 7 WAS 30 3 '5 1 1 a 0 0 C1 i-Ym 1 120 22 0 7 A 1 1 Sim 9 ` 25 0 5 11` : 183 S 0 1 103 lip" 9B 24 1 10 6 3 1 a1 in 12M Pm 69 33 2 a a C 0 0 c a 11 12,1:5 91 20 2 $4 2 1 12:90 104 26 4 9 3 43 3 '11 12.10 34 5 11 1 :1 0 0 140 is= 281 1: 1 # '141 03;15as 406 6 5 a 0IIA .. .. Uto Y72 i w a 1 0 4 1a 43 j 'tat 11,49 15 11 1 14 1 0 1 0 0 0 = # 0 193 14;W S 123 29 0 6 1 0 0 0 3 24135 a 85 41 1 E8 1 0 0 0 1 0 t 1s$ 34:70 a 103 -M 1 11 0 1 '0 0 0 0 t 151 14AS t Lit 0 0 119 15;00 : 2 123 -0 2 0 i7 $6:15 0 139 218 15:36 '1 151 34 1: ffi 15'45 562 ' 10 lam 1 152 38 3 1 MIS 0 160 5. 2 6 a r 0 a22 54,30 2 140 35 1 a a t i8 ta4s 1 055 5s R 12 2 a 57:06 1 279 48 5 12 1 1 19:15 171 q3 3 1a 22a 169 20 1 6 5 1 1.9',45 181 ' 32 1 1 1 t 21 19.6 0 114 24 4 :5 3 0 a C 148 18;25 :1 109 21 ti 3 13 0 2 :0 C c 136 1830 0 toe 28 0 :4 -00 a 0 a 0 0 240 18:43 l 140 31 0 -7 1 0 s :...:0 IOW 0 111 15 13;19 3 81 29 1 7 q 0 a 0 0 # # a 123 10130 2 101 1 'f ti 0 0 0 129 15AS a 33 3 B 0 0 149 26:063 101 32 E 20 0 0 1 O 0 # 1s6 20;25 0 123 A 1 2 0 0 6 :0 143 =0060 a 135 2C C E 0 0 0 580 M0 5 116 2 1 1 0 0 �0 147 23:00 ff 115 A t 140 21:550 117 21y ; 1140 i0a 22 C1 in 234,45 0 126 15 A 141 22:00... ❑ 167 26 11 1 22:150 199 24 2 21 22,30 0 91. 13 "I 22AS 0 33 12 2 1 29NN8 14, 4 MIS 1 2 1 2214 i �0 �# 0 e %aiYgW Xi 'sp% 19e 5i+ P?5 891 ]% 6!A 09e 8% 988% AM p3895±14 � 33�. q a% 0% 8 AMP-*Rmoa U 0123 p 79v. 3 D*vdt omw P.Ac Pid. AM 74 N N1a-Z "A 44 4GFPeak Vp9... Pdt i'Sasses •nalwm+ 9A: vdua� 31: vaa§5:c. 1G vStumAe ,4 ...804 •"""" 4%. 1088 """ '11% 11724:. — 17% 6206 —.. 63% aftsft-fite 04101 65 1 hsctunyx9es o-gcNgK T a w0.mixle58f Vm W 1s 10 antp,ryile S�aglm'Stadars ::i&a-7,yttla&0aiti•2railgri 2 Wnesnrtgnridrs S FpMe,.✓,.dire5 It Jnay. 8 sA-As9 shglpvml- 11 o-=7^Axie h9u'aw7i317eia 3 2:6x#8§.7nm S lx 0ft r,a 0m 51ra UMC 0 5-Ae 51n kim ims, 4 "MI.&NW-'hall—: CLASSIFICATION New York state Rte 25 Truck W/O Sound Ave Oaw Thursday Dater 6/17121 day;MattHuck "ad M NV21_17002 L003a East BOuhd 00:00 AM 1 3 '::0 71. '0 1 r e a a =13 a a1 3 0 d a n 0 a 16 Mao 0 7 2 07 9 0 0 0 0 s =45 � 1 p 0 0 0 Oa 2 Olds 0 01130 3 1 0O1s1,S 2 1 b 0 01 4 5 1 0 0 0 0 0 f3 WAS 03:30 Cp 62:1s C � q a WIN � m 03:15 a q 020 1 0 C£ 3 q 0 0 04M 0 q 04.15. z 2 6 04,30 d m u 4 04145 9 a q :2 LB moo a 41 $ t aa OS3x5 3c d t a zi 1 'u a a t 02 Os:45 0 31 12 1 4 08:00 0 53 23 a 3 0 0 a0 06.'15 $5 30 2 q a7 06:38 1 34 3 5 1 42 06:45 C 115 37 4 8 0 4 x 07;to a 12510 x � 1 07,15 73 1 1 0 0 0 07.30 0 158 4 � � OAS is ,a 1 0 aim 103. 43 4 1 233 ist 08.15 11C 31 4 1 s p 1 0630 i1 50 2 4 0 1 0 1 06;43 112 V, 3am 94 5 0 q 91 2 4 CQ 0 0 q 03115 '29 0 12 0 t 119 135 09530 84 X26 08na3 301 =46 1 1 3 in0 7 .32 S S. 1 10:5 102 S9 0 a 1 10130 S1 2 11 0 9 ❑ q 1 M 0 Y 31 1 a 0 0 0 0 0 1 1axx1 76 ;ate a 'A 1 06 x�:xs 1 �� 9, 1 31 1 '36 %2 ,9 1 3115 11 5 1' u 3 0 IQ 13:00 Pm 1 8 0 0 1 tiI q 13:13 102 1 0 0 0 120 1 45 12;80 1 Y32 33 3 2 0 0 0 0 27S 12'A$ 0 135 37 2 0 0 0 1 O ae3 19.30 IS 430 1 3 lads 1: 1x X67 t o 1 : 1 3 19 30 3 1473 :, U" 11'8 1:.: '.a 3 L4:00 111 2 1 0 0 190 MIS 1 111 53 0 t x53 14.30 0 i20 38 1 4 3 1 0 ast 19:45 1 28 4 35.0 ;33 ,2. x i 15113 1 35330 13 1 3 11 1 0 355 360 S. 131 4 1 0 0 168 16-35 x 13 43 2 1 1 58c S3 37 0 6 1 1 0 1 aa:13 16 4S 0 6 0 1 0 2x i7; 1 .d 0 q 0 � 17:35 } 37430 3 0 1 a 171 1s�as & ', 137 aawa0 146 a6z x Ito xaa3s 0 x53 44 1 2Im a 1a�iap 1 165 43 $ x 0 Y7a 0 200� 19:45 1 0 0 1 0 0 0 3 60 4 0 t 185 1&15 q 17 314 18:80 1{ty 13 1 3949 iM Z3 aIQ 20109 zn:xs 137 15 s 0 4 1 a o a 29 20;90 B 1 s 1 d a m 119 MO 0 107 29 C 0 0 0 C 136 zip B9 26 22-13 at � 0 1 21 7 21,45log ° 6 3 a ro n 1 2098 0 111 1 q q q 123 2215 a 2 22.30 ,1 Y3 5 338 22A5 49 12 3 2300 Ili S9 1 0 0 0 0 28:x5 22 0 23;30 029 2810 3 kP9Aakf T :T3 194 350 VM4 : 0% MB prSi m46 654 ;qp.3 0 Rai So Al 303 aim £a% 956 6% arr AMPaa&H A 6 !s Vd 12 sa9 4443 x7 131 as a 1a s x m s;am 654 c a i 494 �: mw v% " a sash "A Peak l6auf a% ts. VWM— Dhictboal PeA F99ruads -AM7.9 P10MIZI^ 1;W4,a C16Peak4Wktss;6s 416Must Walulme % i vd— % vuurae _... 3431 —: 13% 1 x358 „—'r :t74ssficatt4n a-aMs+s[«iaane.gpdesvlT¢[s[sSA5 B£uRseeks 6•Tuta n5iwrv4,gc1a 1pni[s 1>-4-=ms 10TraAalS.. %3—7-k,u8 11 L11MiWit, 6 le Bmngdaraileii §vela 5ft la dsaYlerg A2 ff-aUsle AJad"a-trra(Iro3 CLASSIFICATION uAY,rhl,ra4" New York State Rte 25 Truck W/O Samd:Ave Dass;3/17A2l aty;+Watttkuek PMJMCt Ac NY2E 57=2.003w weltmurw pEk00:ApA s 0&$0 S A 1 0 14 WAS O15s 5 p D p pz== 1 a 3 MIS 0 4 p 6 0 p p 1 02.30 02AS 4 0 A 06J .p 035 1 1 6 i] p p p D3aS0: "4 4 1 WAS t 2 pap0 p p pais7 d 0A;6p 21,. 1 1 t7 0 p 0 p. 6 MAS t'I a 4 {15, 32 9 p d a4 �S a 03:30 1 31 p 1 p 0S7+1s 21 a 6] p 0 " moo 0 i7 91 MIS 28 is H a Ca 22 06:45 4 :29 fi 07;00s j,24 2 0 03;35 s33 1 3" C0 4'f.As9 ' 22 13 1 S3 031IN . Y2 . 14 2 4 i 1 p:is 20 M. 1 5 1 1 4 0 p p p 406 C 91 MAS0 i 1,. 1 09556 11 24 : 4 2 A A 96 Oods25 E 10 09. 1 2 A f. AS 3 SS :. 4 1 0 p D p 2in 45 1 E6¢ 0 92 MIS C 63 22 3 35 1 i p S27 1pr9p C 24 1 11 1 1 1 0 1 10f4s C 104 25 5 7 a 6 1 0 p 32;00 C AAS 2 11:1r 1 ','37 4 0 1 p isa 31633 ;.36 : 3 s' b i14 l3sAS1 20 `� 8 3 ,� A U= Pm 9. .19 3 d p 0 3 5. p 129 12,35 1OR 55 0 1 3 p p 0 ISO 12:31€ 0 70 is A 23.45 t 105 241S 20 9 99 x' aaM 33 :2 1 2 14 lads ad �� 7 f '223M 2 z 11 r 14.46C p p 109 6 114 32 2 1 14:15 1E 42 1 20 2 1 141", p 45 4 182 25 2 2 23 14 A5 2a 44 E 9 0 2 p E 2S4n l A 44 A 3 p p p p 165 MIS ; : 15 :35 2. 7 193' ism 2 1641 15 A5 1 2 1 1 D p Et 22 2r4Ap 1 11 1 11 6 C 216 16:25 1 25S 41 16,36 E3 56 3s:AS i6 34 1 1S 2 p 1 A 1719 1 1 2 2A 1.7.15 1 :2 p i p 39:30 2 222 ,1 p p 22 126AS SS 29 3 } : 0 160 14 23 3615 i. '2s 5p E 16::451t t ISO 0 2 22 ism C 123 x 1 Y91S 1 39130 AA 1 IS A5 3 1 3 a0:p0 0 IC9 19 C p 171 2S5 : 19.1 21 01 6 20:3p E: 9C 2l! 0 1 0 20,4$ 124 1 0 S2 2440 1 11 A 5 p p p p 146 zl�1s 13 5 1 x6 23ss0 � � 1 21."45 3 2740 161 Zp 0 0 p 1 22x15 0 Sb4 23 2 p ® 0 190 22: 22.40: SES fly 4 As 60 SP q 2300 2ML;S p 1 :j iA A p 0 29 as:3a 1 23445 2 �*+ a Seas sa ffsa p o a� aH 1 a9• em m as H 4 A 1442 astazate ms ex rre zeM vd Pe@ & 5632 1A$' 49 412 19 1 9. %WW nN :EDW nu' au es; ES 5 3 A TSE NRtiPxakKm 72Y DSH dm--A P-W, :. ASA 3�9 NOON l72 PM 4,e A110— lay Pik vont 9% t6s5 2576 II&34 ;.+_`-y ac7c 665J:... 'M^^^w 6536 M—il stnirbm.e 5+^iAx UmMcFgUninSw$Ik}},ellenA 3Rale"vin POUmitxIe Tear€m e... 4ttlk A&rlteTrailkr5 �aama ma.crxrea^ea �... CLASSIFICATION 1asy,Fri Jay New York State Ate 25 Truck W/o Sound Ave dar,6/14f21. Oly,Magt-wd .. "Wo.,Ra Ry2LS+7oo*_PP.3€ Sas'k Bound 00x50 AMC W34 3 1 Oas45 P A A 017: BL30 2 i OSm4S 2 1 A 02:15 A 0 A 0 9 4733do G R 1,,, 4 'A C1 A 0m4S 0 a 1 A A 4 0 0 A uaa96 { 1 A 6 .1 04M 0 a A9x5 z i ° a a 04,30 2 A :a 4 04.45 05= 0 la d 1 A A A 0 11 A5 13 1 045 06:459 55 31 2 A 0 A P 04^:30 4 30 5 AA A 9 A5:4S $ 46 i $ k 1 AXIS16 A 4 %OS 37 Drop las ;S% %2 2 07k45 Sd 56 4 1 x 2 08:00 1 46 5 0 2 A 2 G&I1.5 kx1 4A'. B II A 1 A 191 28:30. 41 119 97... 1 5 g P 0 A A A 14a SAO 35 1 a 2 1 i P 0 i$a 001M 1 a3 2 %aMIS 82 x A AS 1 ;2S0 7i iA 1015 1.5.. 4Z 13 A 3 1 a 11 10130 11A k 10.M 2 124 99 0 1 A A 143 11ds0 i 1$ .44 S a A 18R lids A 1135 ; ;z A YSw45 147 A A 31°00 PM1 144 33 1 S a A 0 140 12:15 k A 186 1a= 139 1 4 00 g :A 12:45 i 152 4 ISO 151200 43;15 149 q 1 4 1S4 13:30 14 2 t ,1 k Y3:43 t � 0 1 14.04 149 am 14:45 127 34 4 1 A C7 0 0 A SS 44.30k fl i72 Ya 54 14`S k5 4T 4 A A U00 251 n 294 16a1S 1% 1 i5eS6 1 'SB 3 4202 15:45 t moo134 14:15 1 ,..,A 142 46::if4 147.. 43 t A ❑ 2pA4 t$:45162 44 1 4 4 2 0 is 171154 la"2 261 Its* 17$ g A 0 2 iYad3 152 : #3 5 3 i I202 SoA .. 18;15 a 17 P 8 18:90 '0 165 49 A A p 0 a HAS 0 2 33 26 1 2a k 0 114 16 184 g A 199,45 1 lit 11hav9i 1 A A SS a9m k SSa 45 0 5 4 3 0 26:55 26 A 4 A 211 20:90 1 121 1.3. A A A P 0 1 M45 .017 32 0 A b .155 21M 119 ak 21;15 1 Gl A 0 3 21.312 2145 73 0 1 as FS 22 4 ZZ15 Ig S A A1 22;30 23 A 0 0 0 A 146 22AS 0 k 3,. '0 A 104 Ism 74 214 t 2ads 23,30 g 1$ 1 0 23:45 31 .14 a Su9 aAi aFP a5 nmmsa AM P"k 23x a% naa S°h 6% U35 Mti m9S9 Vd.— 33 rax i& ; SZ74 Y gg 12m 1 i PM abakx area >,au css ssc oA ma � a s = s19 Erna ox o 4 -naf Po4k Periods AM 71. MOON12-2 4ilr[Asse9 varimow 4.4 CbF Pack 4furnes wn1 a wwu _ x323 .----s 1385 1764 "t^^^a• i59d F354 we-..r. _ 61% CdasS -9Rmdie3iCmna f'nkaCpezYCSb a ayaes d a�&rtvle s3R8@5 umt6 sb ry(rduklc 3angle 7rs lry' E} akle k�u�,xralle2 a Passiwfg�csre s z-.�ixle sal�r saealeue,eH a k=a.�les«egl reaper: ss ,_r, 3]-Rwie,-0hre5n I,Bni[S 6 3-AxlaS le Aamx w6-Rxk MWY�F[aaken, 9 s,aYle S'1 Ii SraJlzrs 8.d&xlk RivtiAndrail�a: 7^hweap°€�9�APaemsawgerty CLASSIFICATION 1 ;Relday New York state titan 25 Truck W/O Sou d..Ave. Data,6AS121 CIW,Matt'W& pf9�4ed k:adYz1�,57IXk2 099w 00=RRA 0 14 4 metas'. x 2 a9 �� DMO olm 0 4 otm 0 moo 2 t e2;1s :a 1 m e a m 93:98 s ;1 d9A6 m 91015 09r20`. S '. 4 t t 04AMS 0 e 9 04:1$ 6 04.90: 4014$ 14 a b 9 05/00 z 65T1 14 65 0 41 0 Y �x . 2 06,76 29 12 % 06:x5 3x 1i1 65,30 a 1 9 4 d 9 m 9 &AS 41 13 4 9 62 S7'+pm' ', 50 364 2 0 0 0 $2 01-115 S a14 3 07W % so 9 - 0 OAS 73 :'x 2 08:00 M15 Y 75 22 1 1 0 0 041111 SAM :1 87 1 3 0 193 08c4S 22 2 ,5 1 19 2 11 95 9 2 1x 1 a 1 � 1 tog m d 116 AS:A s DOW IS 2 10:x.5 0 im3 f 1 0 0 0 167 10:20 Q 93 25 3 a,,., 1 m m I"s 121 1 1 13:Is8 x `52 4 1x 1 2 % ix x5 T 3 m % 22130 m 9 m x19 axAS t 102 j 274 1 Y 168 2 % % 121,00 FM 2aP : 97 x 1 13.1 g ' 35 aY: 19 1 x 82,90 104 6 7, i 1.49 1 0 0 %?;45 1 161 33 Y m 1 IBM2 22 Y 12 a 1 m m 1S5 35:x5 31 a55 '0 x 1Ga x2:80 1 IQ to 0 x6 2 z 1 12-45 3 1%8 16:15 0 19 28 1 2 0i m m 12 14M to 29 0 :6 115a x 14110 MW 14 32 14 0 0 p 9 0 2 132 SA C 35:1& m 162 'k7 3 1 1 S xMao x59 15x45 16:64 $' 1 5. 1 1 m 0 0 0 :m d 315 164 42 61 1 0 M30., R] x54 3 2 a 322 16:45 P5 36 g 1 x 21 1X 14 x9:15 x A 0 2 0 0 0 232 1X30 119 m x87 1] 143 ? + 6 ; x9:69 134 32 2 11 x 123$ 1is 1 1 : 2. 9 '1 P 9 9 165 1RAS 1 308 33 a $,.. 1 0 0 142 Y9 148 2G A 5 ', 19^1u IV. 19:16 12a4s 1ot 2 3 % x35 zq= 1 x78 22 1 $ 1 .5 S 174 27 4 7 p 1 1 ZL 3930 2 I'm 23 2 3 2 0 1 0 M45 is 1 0 9 a G 168 Um 34024 t Y 1 i 0 1 2 21'3$ 142 i 31:210 x Y b1. 21945 1 dig 0 145 32110 e 9 21 1 q 13 22:15 .x60 35 2 3 P 0 1 1t 22:30 148. 25 7 5 0 0 1 % 31. 7.2:45 172 29 50 1 ZSW 141. 7 3 3 m 219 28s15 166 z§ 6 * 4 3 1 p 1 as 1 AMVM— z xlla s.: 1 %ani a� Sa 's' x a a 4 a feaa da9 P-kff b a9s 16 DA1 Yd'uaRe 3 a2 %39W 9 3 84 Ya %RM me spa ss€� � az m 9Yg7 r16Rii a eat o°a as, anw -. :tawecxRwaaBpcek parimds RSA 3-9 iA000224 PM 4.0 AM tle€f V.N- % Watume ¢%8 peak Vnaawres vamm9 211 7� 1769 x%% %699 asst 7412: ":. sxax4gr6awlr maktaa,€ x Mwtratyules 9 89.E 7.-a.as3es ,lm caws xa5-av�azi tle Tea:tan 1 Raasyu�gpE:CnM 5]•aip,E-T-3`na7u Wnas a en3.Atta�S ngup.Tra Lvtin 1€.:s.7.A.Ax Mul[i=firi^9ars 3 3-. .9.ilu9 yii Fe li:n{CS a IlS n*5ar. Illti Tta lirs lakdn is _. €5As1n:5'.79 Fe53src:. f2 d.Atia P.19k Yradurs n'+a'•+�4'gab:abacm smpggiaaisl�' CLASSIFICATION DOW:Saturday N York 514Cv Rte 25 Truck WID Sound Ave Data.019f24 421y.Matdtucb ftj.4l p;NM 3 k2 003w moa ant 9 25 MIS A 51 9 -::a 9 4 9 9 3 7 5 910-1S to i. 1 '. 0 12 ast4'S 9 9 9 02:99 5 4 1 d3,AX1 1 a 9 Otis 21 rd4m 9 2 : t 3 6 A7 X45 0 3 1549 $ 04:1x: 1 1 1 04:75 '9 d 3 95duq A 9 4 9S;1S 93.36 A A ', d 15 1 9 MIS 16 9 I 1 2a 96.19 1 14 2 6 27 m"301 a 3 9 9 2 09:45 2 7 1 p 07-IM C 30 0 39 X97:15 17 1 5 U7 45 04 Q 1 9 0 aa:09 ❑ 47 24 a4:A5 1 66 21 1 S 9 7 calm 239 $ 7 I a 95 98,43 # 24 2 3 $ 1 � 6 a5 MIS A 54 2 0 ® 1fl2 94 1 11 1 � swam 10.1 " SbsS 143 3 7 0.1 ❑ 0 9 £ IM30 11 Iq4 ,24 m �! 136 I41MS 9I1 25 5 A57 11'316 2 i$;4p 4 122 $ 9 1A! 1$sg5 1•. 24 t i 3 7 1200 Phe 174 119 ". g' 4 p 17 1,. 3 A2:3a.. 0 1... 289 9 fl 9 9 177 1245 167 34 1 1 1 6. 9 168 13t1S 1 a ,t 44N1d 1 1 7 25 1 "1 2 1 14.$3 2 161 34 4 4 9 21 14,3F1 iq. 1 2 9 2 14'45 2 170 23 7 9 1 d a 4 9 19 1x4 2m 1 9 293 . A7 35 3 7 :. 1 2" 3 15di5 k4 :.9 5 1 , 'd, d 1 1,mm 1 111 2W ISAS ISI I 9 9 10 19 A6 . 9 i52 25 $ 5 2 1 3 2m d8p 16:15 $9 29 8 7 1 1 � 1 36.354 2 S s2 1 4 .'3 m a202 1 6:95 1 2 2 1 6 12afi6 145 ', b 2 9 :9 @ 263 line 1154 17r 1.5 2 7 d7 :0 1 p A 15;61] 9 159 d 4 1 lams 152 17 A 3 9 @ I96 m$0 $61 29 9 dlOnA7 18,45 I6 27 3 9 m6 9 $ 9 9 9 39 A #5 : S 3 19I :14 ,$443 3 37L 16;49 Ask k5 6 5 9 2I$ 2M9 1 21 9 I ISO 1 32 3 1 1 9 169 A5 $ i 1 1 20,80 7.99 df S " 1 21,;£16 ,9 $7 2j y p £ 1 4 29 214% Y' 'IJ1 9 16S 21;4'x 22:60 23 1 1 ,4 9 m I MIS flaz 17 # +8 4 4 q 9 117 22,36 77 17 1 2 3 s 22,45 1x 14 221110 14 18 MIS 9 133 15 3" � '� 9 174 24:96 66 7aa4S 4 9 9 ': qY rnaTdkalt v% ]936 '.SFtAi 9.- 5 is ax 4. a PaaM AM Gb1nliaei 110 531t 944 i 4 :5 a, i a a s6 a q a 2841 a7aV 6as5" 3t ww..��rr,,;; am s3" ti# ' 1 5a�F .�i�` 3$a:. 97 i' 9nM1i5 1a 0i4 % 31 6539, Y3A# mf 127 s2 : 4 48 '.11 ala a 33 1 1N,d a $ i A9 R a am pia t 34;18 Baas fibs 92,5,. a"ac§ a"0 3W,8 0 ti, YYss 'r�larrsi 8 794 §d$ '. 93 5615 Y4 9a'A�+ :. sS, y5t 6dreeNe49allreak:F4i'r`ada 7a<53-g 41000022=2 - ➢tid co 3+90&vaddumaa Bms9 Wafuma 91 Vbkime t&iaa�saala99 alma i Ma,n:y�elas -0 Buses 7>_d aNkS I UniSs gq 2 Feie�ap Cans 6 3 �° s�`a; 9n5dp TaanRen A3s^3,A%e Muie�.Prdu�rs 4�,.rxTue�S ngga Usiti 6«,q EeS gfip Tfaluevs lA c-5-+w,a 6wlti Tra�t� 3 2"fie„4.Yiea Sl fe Uaai 6 3 St e4Pnr[s 4 5 Avb S' im reaWerr 9s a 0.Qe Ilquirroi¢aiget2 CLASSIFICATION C-Neck Rd PV/0 Westphalia Ave Sway Dow 013M oty:MatUtuc yYsffpgt 4:NY21_37r 2_0021 k.nh ffevaa M-00 AM 40;137 � 1 4 0 n n d 60:56 0 2 3 00-As 6 n 3 Okla � 01,130It 7 .. M1451 t 2 02M c 0 t t a 11 c a 02:15 A,,. 0 0 n 12 65#46 a 1 0 d n 2 X15 3 Mid 1 1 may2 D4-.60 d 0 OUS dead 3,Mo MIS a d n a 4534 A0 d 0 1 3 0t 0 f 43 06:00 2 d".. d 7 6 064$ 13 WAS 7336 d 2 d 011 OAS t dagm 1 08[15. g 3 d 2 Y W45 12 & 0 6 d n S amts 22 :1 a 4 4 d 13 W.15 3s 0 33 63@30 WAS t'gk 0 0 10,00 2s lass 24 1 0 d n d 6 0 4 n 3 14;34 1 a47 1 5 Itk45 1 33 7 a34 upw 24 ills t 11:34 1 11;45 3 a d 0 6 13234 rine d 1 s a a 6 a 33 .45 2 g29 1Y 6 3:x6 1 S n 1 6 32 12AS 22 al 13;15 � Use is 13x349 24 t0 6As 13x5 l 54 6 33 14:Mt 245 d 240 14.15t 1z0 n 6 6 74;45 1 - IWO 23z5 6 0 33 3 15AS 'IsSo Nf 0 1545 21 d 16;A6 n 1 i5 16,115 a -24 5 c2 am 16,45 y 5 17:fld 5 d 6 n 4 6 2 IN 23355 � "a4 0 2T 3a 1 25 4 17545" a i3 9 0 n 18.042s 9z n n 0 d =is 13 3, 4 af a 130 n a6 15 16:4s 27 3 n d 31 1s 1222 7 0 105 1 n nis 114::36 s n 6 M45 21 20:15 20M c : a 0 2xa,45 a 0 6 6 c 2 33:64 7 6 n 4 1 21:15 2;m 14 21r. b 6 5 22;00 6 22;15 22:30 a 7 6 4 1 2245 5 d a) p p 23470 3 j 3d 3 0 23as 4, %aamw an ra -:.x AM vd� SM zs aw gnaw a5a 1 s 10 n 843c 4% 4% 3% 3,: Si4 M4kaakM 35 #PM a3c saec 11tib g 145x. .eikakH _.-OPfeSNGflBI Po-k Pfft uxs ,Apse 7-9 NCixN 1b2 pSfi 465 A3 tlaefi Voxia P14q,iak b[daE 'x, VNu�e Valirone Rf i'n)Wrne % as@ w,-..s 7% 255 41A43Yic4tktta Caalia4kwrs 1 Mpimr.ycle5 i s3 Vasfan$ Ctars .@,ikstimse r Unrt3 78•a..—.ryc2Aw.3S1wi9lK., 5 3 Ak'SrrS V, xia x_c. kck Srec41 Teaalxn id iY.da Muo- x0 o1La7aa� Iments o wrrallerx. 83 fi-&e3e nAuk'xi.xx uilivs. n �xa�4�rt4 �n®�. CIASSIFION Da# Cox NeCk Rd N/a7 Westphalia Ave r Dake;.5j13al My Matm.'j$ PmJeet 4:N'a21-37aa Cots 5®uth 50-d 00,00 M151 R 4o:3a X 6 00,45 OLOO R Mao A a,'d 1 R + 4 a 4 01045 iS2'N&P 1 0 k D 2... MAS G a a ti a R9saa R 1 asa15 a3m 03:45 1 a a 4A3B 3 i 04;45 g R 0 aS;aD a a a R 4 05715 P5i15 t 0 a R a5.A5 a 2 9 R 0 d 0710 ¢ 4 0x00 3 5 07;30 5 1 1 a � xa 0745 110 5 0a R 1 7 a m R MIS r 9 12 1 a ? ® 4 M c 11 5 08.45 1 5 i 0 a7 a2 OMM : 4 4 a0 1 ¢7 21 MIS 091.!0 0 a 31 7RA9 a1b ,0 n'. 25 34Sa x5 1 a a 0 23 20 MAS 2. WAS .: 1 -D 11Y:5p Y9 2 0 2 0 a A 1 a 4 1 0 IL-w R! 2 S1 .1 a 1 a 11x3.5 10 11 2 a a+ R a1k�a � � 0 R MAS 3 7 a a 12;031 6'47 m a 0 a R a a1 12.15. 3 27 9 a 0 s 12:.90 a 3.5 fi 1 i 12�A5 25 1 1 a a Moo1 ,2 1, a 33.475 3 a "1 0 a as 121ad it 8 105 R 25 4 a i R 2A i4c0R 0 13 i 14:35 15 B 2 0 2 14.3x7 i tl 17. a 0 R c 22 14:85 11 4 0 0 0 a 1 15:➢a 2A 0 1Sm ;7 2 a a ' 1445 1 : 1 ;g 1 R 2 Mao 1 4 4 127 .1015 4 21 i a a 35 id:3a a 1 2 0 26 i 0 a a a 20 As AS 17" 15 .2 17;15a a 14 0 0R 3'7;50 1 21a i„ 1 R a VAS a 1 1a7ia R 1 2 a 7a 25 15x15 17 4 0 � g c 23 as 3s 1 10 a 22 3945 0 A4 cR S -gip ISM 1Aa a 15:15 3 1 R R R 1 15.&0 a 111 ;p a 12 15x45 12 S 7maaD S � dl 0 1 2035 14 20x.45 R 11 5 210M a R ❑ 5 21430 0 2 21 A5 � R 2 a 2 a 22°15 q 2 2 a a 2 22I3a 2 a R ZZASR00 a a 4 r a 4 R Mao t 23.15 3 0 0 29330 2 © 0 294715 1 0 %.Cro a15AM R9r l3 lass "bH 5k k' 1 386 rl% lm% Au Y }9fi a 303 ■hkWmakl%tl 1a Mtdwnmp ifiA 2 40 76 mx 44 to 4 833 : FRA PaakH nu aix Vd av7awaR3reaA9°Asta9s Ah97 NOW 12-2 -IDM 453 pmaR Yu3us n4 timaxeA Vcfem. % Wlm-nx %. Vd,- % VAntin. �€ 3F9a s7s :+mf 12% 572 '€m-^°* 52� paca mDenn3Aimrva E Mu4ueryFIM 4 aw,sg 7 _4, .�SI N:k Unie3 1G ne.&:Aaa et1P!F nk¢�s y3.sdi Axle 5.8.�ai-na1Ms 2 Gaxgaa�gM Gn S 2+tihlt STei.Stele kjR8 0 s-e.,eysl 5� �m Trlreas is«xi5,m5a n11�111 T1&yrs. 3 S-R*te,a Tiea 31 I'4 U.nits 5 3YVtlei re JfibS. 9 SAxk�.Sirt in'i'+as�Iers.. ffit G•&e,ie hi�,ko-Wasders CLASSIFICATION Cox Neck Rd N/0 West l[a Ave w14/2I mv� M- t.tx PMject Y:NY21-3=Z.IT;AQ2n kofth wand W=AM 3 Y 0059Mao a q d G i v 4 0pr451 C A q fl A Q a G790 2 1 outsQ A A i 0 4Y 20 0 0 03145 02M A A 0 Q p p2i45 � A Q 0 p A 09rAp: I 0 teas 3. 09". A A 03 45 p Mae aA :tl 04;15 dS � ❑ A A Ad 49 A 3 05€90 A 9 A Q p A 7. "As aA A 05:50 fl 2 M45 2 3 0 S p5%0 a 3 CA 06:15 o a i a a a A ps:sa Y WAS A z 03:00 : � a 9 A $s MIS � i 5 � Y,4 e i3 a I s a WAS 1 10 3 09;p0 1 14 0 q Q A 1 A Y5 za a 3 a 2 M30 I z � A : A 79 0e:,45 A 33 4 1 V1 A A 0 79 6143 IA 9 9 d 0535 37 4 3IS 3 W45 1 � dis $4kA9.: 5 i5 $ 30M5 10 7 A A 2 A 31450 &' fi 101,451 g A 3 33 i 7 0 0 2 1355 21 Y A 26 1130 19 IL-48 1 .,e 4, 3ZA0 PM A 1 g., i Q. 2 32.Y5 d Y4 A t 24 MW 23 0 A2A4S 2 T 4 i Q 0 4 G 63 A$lAQ Y itl Y Y 3s 1 2, A 13.9A i t 0 $5'20 14M Y4�35 8 a a 0 A rtli {A 26 1420 7 30+49 31 $Y 0 4 35.^A0 A ' 37 9 A 1555 0 Q 75:4'5 0 2$ 35:AA 4 A x 1 Q A 9 W-15 a 14 a A � A Y6.20 35 WAS 2 5 � A A 0 2d 173p0 2 '2 ] 0: p 0 29 127s 3 7 2 tl Y 3T 32 IM 17 1 78;15 ii 2 0 0 0 33 M-30 22 S $9A5U 7 7.': A 0 35do 3 "a ISYS g5 .v2 0 0 � Y 9 0 75eg5' Moo 0 �5 Q 2 213•'15: 8 8 P 0 Q Yd a0:3A 10 5 1 0 A 0 25 2p;45 1 3 A 23:9(1 0 0 d T 23:90 5 12 21:45 a4 A 9 22= A 22aY5 A $ 2 22:30. 0 0 0 A "0 5 22,45 7 ° q A Moo 0 � $ A p 0 A 4 28:35 p � tl 25;50 e 5 0 25, 4 1sarn: a% as zssc ne Rse .• kIXYlimtl 9 39515 7 # 0 i 1 NM 20% '1a% IM R� 4 p 485 AW1 ftAk t'altmx PA¢ fl R55 217 51 4 1i 2 Y W4 w�%x v six em 3h3u i7w"000at Peak p"i"n ,AM Y4 122 F>Y�4-ffi 66FPeatt YPatazneec ,4A �% 4ofuin@ % 'W'alum¢ % VNuma % Vnluxmp: d&4 ,u^•.. 12% 220 37anndSca3la00efi}FiNRe¢s % M1m.wspil 4 8unax i x++q lsA%5 gia 4AnRt 1&wF-0. %cagl lass %3 xT axle Mult,'fkattwis 2 Faysg anis 5 dAxle Ga1m5M 1e63imsss §'GA.1t 121.Traiteat 11 5-RiYC Miulri-xeacyry '�d-feale6.Yim of Ix Unna 6§•.axk S.._let!1F 4 5•dtifq§ta ke Taaxpri: $2&Axla%0WY-Ttiltco-s.: awda�.aaa , CLASSIFICATION: Cox Neck Rd N/0 Westphalia Ave L34gN R,t6nAay Date:GWIAd21" Odyn MatW9tuck RM14dd NV21370322_0022 OmAm 06.13 ta;30 Yr. 0 m ti 0 WAS 0 p b 0 P 0 p Dim otR15 a 6 6 0t;4S0 e0 : 0 02:60o'. , 07;15P 4 0 0 0 p n 0x.43 1 0 1 03.06 6 0 a MIS 00 0 0 D3a45 04^6p. 0 04s� 1 fl .:As P 2 1 0 0 0 0 1 OS 00 0 it0 0 MIS o *30 0 2Y 4 t 0 0 0 05015 Moo2 %o 5 0 0 7 61 0 0 2 6 G 9 Mas 11 it 1 p p 67x6 it S t 9 29 Q 0 6#1355 1 Q a 2 0 2 D 7 3 0 p x3 WAS i 1 0 0&00 12 ' S 0 0 6. 6&.15 4 1A 0 1 61§:.30. 0 14 16 1 y'., f 0 9 WAS 1 S 09x30 x D 0 0 23 1 ate} 0 1 1011&. g 0 0 2 10.30 a 7 0 0 ®.. 10:45 1 9 n 3 a as 11:00 1g. 3'.. 0 1A t 11=3p to 4 1 52;x5 1 5 .123 27 32:06 Plot 1 a0 0 2 0 0 027 ills 9 20 0 2 0 21 17.:50 0 17 8 0 99 12.45 0 14 7D 0 it" 12 20 :d1 0 0 13:19 c 14 6: 13,30 1 a5 0 1 6 t9;4Sa 14 6 i4.NM 12 0i. 21 6 a t 22 14°05. 0. 15 3 6 6 14:;3'0 4 1 1a Y 3, 0 0 a 20 14;45 0 12 x6 :1 1 ❑ S, :0 1&36 21 0 3 0 13 ISMS 0 14 1 i0 _1 low 1 13 0 0 1S 3S. 5 0 0 3 fA:30 1 S p 1 0 D 0 i 15:45 1 ix 0 1 0 n 2 1700 1 3222 17:35 14 �S 1 ,0 1 0 19 1730 9 .0 11445 1 0 0 2 1&On 1.. 9. a 2 i5:a5. z. ❑ 6 6 . is SD ] 17 0 is 19w : :5 1 6 g 6 D s9 MIS 10 130 tnro6 2030 x6:45 6 a 6 n n n p 1 21x00 MIS 2ria 1 21; ° 6 2100 1 6 a xx;a5: 0 t n o 22.30. 0 2.., 0 0 4 22A$ 6 2 0 n 0 n 2 x3:06 2 73:x5 #NAoeai bM.d ::'34# S: r m did pyg Sda Agt Ud— 8Y YA9 0 gp %AM ax% '.za m tx x Al m a m kTa aM Roakm , IV 'm 191 An .:409 3 d3 61 m %FM 3 19% mx spa A ax 9dd 3f .. m53 #ohms Dkeajm:na9 eaakp rods AM7.9 NOON 12-S 9M4-6 4}i(p tVmleer F4'# .150 . All aimii�x vii,r R % viii 3325 : Wlueie 9' Ml—yW—r ... as sY3caSkai $Y4tli6 Y Ptaatnrc5ef b[4i� T�a1 hclm5rar�la URr95 b6+€.bxl 3ngi 3 ailkrec C amT+tabs vaul[iretwlsn 4?mpgm8 tars 5 3 RaOe,6-Y�.9IngEe ufi tv $e-e.0.t1a£rtai M1'sa�7en ih<-S,AaI Mu$o-.Tra Iq[. 3 1 AKk'd 5dm S Ie Ur�,.s $3-sl{P,sin a¢..Un[i 9$-,nplP' Id 4rslletb it SAxIP a0+h1 Yraileas CLASSIFICATION Day:TuastYey ox Neck Rd NIO WesdIha9Ea Arne 7°M$Nii�RVY2x_3r'Q022;;@02n North&aund MOO aqq 1 :: i.: 0 4 __ W15 ❑ '2 Otis 0 4 a 41:34 sa q 02.00 O a 0 0 MIS 2 d 0 02e45 @ 4 0 09:d1 ' a r a 025 Y 0 0 0 Q X YY&139 :. q rl 0&45 t2 4 04:E9 m 4 q 9 a s a 0 a 2 MOO 9 d a 9 9ssis X34 ! ll 2 ? X 4 4 4z 45845 9 4 06;6!4 2 a MOO 0 8 05:95 2 075 : 5 1 045 IQ 31 t 16 2 0 23 0pa x1 5 ! 1. a Otis 6 19 08tsf3 $ 0 1 o Y 7 3 2 1 a b 0 08 oo s 3 a a a X 4 3 O 1 09;1s 05:90' :. q 09t45 1s 0 22 10 9 1, 2 10.XS" Ya 4 $ 4 0 1 20;20: i a 0 14;95 Y9 1 22,' 0 a 2 12418 X6 9 11,15 2 %24ita 2 4 is 12f4q Pna 1 5 a 4 2 @ U. 2 12as 4 11 x0 12'39 22 5 12A S 1 7 3 1 4 g q a 29 19149 "5 224 0 X.3:1510 'P a 1 1 22 �0 22 a , 19°A9 "2 1 0 a 38 14A0 i2 5 031 14.25 1 4 2' 1 A 0 a 0 2§ 14:30 F 3 0 1 1 a 0 0 0 2 0 4 34.46 lA 1 a a Q... 0 $ YSO4 4 1 3 3 2is mas 0 2 Xst39 i 2 2 3 '4 3y 1Sr4S '� 11 4 3 "0 0 0 1 34;44 11 0 $ 25;16 0 _ 9', 2 0 22 0 0 16M 0 19 61 0 0 25 1s 4S0 20 g Y774dA A7 a 0 00 a 22 37:15 2 q 224 Y7;34 12 4S 2 0 IBM0 0 21 21 1&.15 1 a 1 0 4 0 2&:30 10 4 i 0 u 0 24 1 4 1W4$ 1 12 i5 2 1 O 19 x 4 1 a 2 19115 a X4 5 0 � 0 10:30 3 as 10 12 ;7 1 '4 0 22 3 20;19'MOO 14 2 '0 # 0 2.(kaa. O 1.. 2 0 @ @ 2 20595 0 2 3 a 0 4 a 2 215 2 21115 5 :,9 : ¢ 1s Use "4 1 0 1 21'95 0 1 ry a 22.'00 0 & 0 0 0 22'Y5: 2 a q. a q 29:39' 0 0 0 92 22:4, 29;00 4 4 a 0 0 2912$ 3 2&;30 2 S 0 y7 a 0 4 29 1. 0 %nC%oank d§s btl 7 iR 65¢ g 4# :. i AM ftA r�n'� s aaA -xwp zx as rs p lPM :SWA 5% 1 A i.#A 32S X14°tppl89 A 4GB 23�, 52 4 ! � A A fhNlFeak pg .' A 6&% Vgq al0ea&:PtXrckdx AM 7"-9 12-2 aPr94.5 [. Ptiak Vm6e0�1 C1nSSA5 VWAme ^.pr. Wdui{rva % V.1— %: Value 124. 1596 859 •--' 63:.1 4t"mftrrNon WAfinR7ores 1 hYofw.ax'•yGles d @ Ay F s�9..v3u m31 Y9nimx xIX xr5:p al sc�glp are li+ea 23>-'/ma M;pl[r rcaaxrs d �-PAi g i, 6 iaxlcr¢Yet 3veigEe la y. &t+mnxtk 5l gYt rrotRars Sl==S-MNe MtaatFrnnkn 9Ax[f,9 T'aq iin 1t Ltniti �aAxlm stn�Lln'ts 9 5 Milt i' IaTaaakre. Sa Y+Axle p.�Mr.Pralle[s na�aaa�aa*a�5 �a ,� CLASSIFICATION COX Meek Rd P8p"0Westphalia Ave gap;.'cst�aasday bate EJiS/2A, ctr N9attdtwC P�ojoa*NY213�WW22sIX2j 3uutti&`—d COW 461 00:15 co1$0 .BaA$ 0 0 8 0 di3t98 r 1 ® 0 0 YSSi15 0 06x9. 1 81A9 02:15 t5 0 0 u to 0 0530 6F2r•A5om . 0 0 1 W i 8373 b 03:45 0 0 [wM1,'00 1 04'AS c s W 1 asm 03:35 '. 8 8 DSAS z 3 06rA%a 0 6 c c 0 Q 8 86.352 W 1 M30 4'.. 8 2 4 MAS a 1A Watt0 63 8 q c 35 !'K38 2S 3 34 94:00 1 :. 8 W 1 0 27 D&qs 11 24 Is 86;30. 32 A i 0 86sA5 1$ u 0 22 go.-IS ;10 0 2 0 8 22 90 09AS 4 1'R X19 3 i0xM0 iH; 9 1 ❑ 8 0 1813 1 j 2 0 0 0 2 18:38 ni 4 2 i 1 0 22 1�fl5 i 8 8 4 4 0 8 96 29 3412 $ i tF i 31>15 11 A 11 0 1 3 0 12m A'6A 2 . 0 2 i ,1 W 12.25 9 2 32 nx9p 0 is 7 3: 9 d} 26 19abi n :8 39.35 1 :9 13560 1 1 7 3 2 823 43 2s 1345 '3 1 8 28 1A,�9 1 1Ar15 i3 i.. 8 p 0 24 14060 i9. p 27 &4.S 15 11 1 a W 2 3391..8 2 S � 3 '. a 19:90 i3 2 1 W 3569 1526 16:88 17 6 3 1 .� 8 8 0 $ 16'16 14 6 16.45 W 11 12;p0 k 17;4$ 0 160 8 1 1 8 0 0 2A al 36.35 0 1] 5 16:4'6 Is 6 c c 0 16 1845 83 5 0 1 4 p 2 3§05 f 19 39 3 8 1 3.590 0 3 2 10N99 'A 0 0 'i 28:88. 2.15.: S4 4 q 19 20'60 0 8 20145 22 4 2 0 8 8 41 214N3 32 r5 2 2145 6 1 0 12 21,300 1' 2145 1 8 22;90 4 i � a 22A5 p "2 W 0 22:3. 2 0 W 0 0 2 2844 4 8 0 0 2 U.00 t7. 0 0 $ XtldTaCily 45z Ai ?a;c 1% i9"v 955 9.' 995 J4W #33 x:17 3;9: 13 6 y}p C Y a 474 ..kkm 39°n ti 5ryq Vdwe159 1 447 e'd Pf4 995 1 17 A% 4% M RAN—V.d 5a C9 a@#eAk.7Ar�d3 a11&7'a.. 12,7 Pm" offPeakvOj r9es atNi3455 voa— as aorunve s5 vaarrne. zs une:n,a ss 13W. °--"y 12% zz. *,^�'p 15d 182 _. cia€ai.ewd.n .tuns n MW#egvl 4 a waaaaai cas x 4t=unrarsT+-M Ala fiingsle 4n54 3[ax rs. 19>=E�AxIa5e Tnn Itis ts'�.7 rv.9�xwai raa4aa SI e;�,A*dq naala.7.aa5A� a z a�a;.a re,_t a a�riirta a a-nzie st rn:un9s _. 4 5 nxi5e s" oreaNer d2 s-.rziet,�,mA..xrauets.. CLASSIFICATION C-Neck Rd N/0 W 39€3 Ava dN4N;4Ve[&lE9dS 0@tiei 6{$6/21, at&;matttuck. pmj.ct 4: Y21_37i0p22r402n do rth 0o..d ODM AM ❑ 00;30 0 0 p ❑ GtkbS.. 2 41:00;.. P Q ❑ i q p 1ri.84 02115 . ❑ 0 Q 4 ❑ 42'.90 42.85 ❑ :0 0 @ ti 4 4900 4 0 4 0 ❑ 04135 r 4 45134 � M45 44:44...., t4 4 04:15 2 1 ❑ C 4 p 4 44;30 2 ❑ 4 fl 2 04,4'5 1 4 4 osm ❑ d 902 4 4 0 $ 124:45 2 04:04' g ❑ ❑ d 44:$5 M-30 7 j 46:85 07a00 '& 4 : 4 ❑ ❑ 1 0,7415 ❑ 5 9 $ 21 49230 4 $3 7 1 1,: 4 1: ❑ 49x49 5 1 1'.. 49.00 4 ❑ $ 03;25' ❑. 2 ❑ 0 p,.. 0 ❑ 19 4'30 ❑ 8 09:145 34 3 1 0 0 4 3 09:06 11 T 0 t3 4 ❑ 04:15 $1 ;'6 0 4'. A $3 4349 0 4 1 tY 12 oius 15 7 4.. 10 A ❑ 1❑:Is' 1 7 3 10:3417 9 ❑ ❑ p {� 2 10346 16 4 p 1 p 29 1$015 4 11,44 t IS $1;45 : 2 3 3 0 ❑ 1 12w90 Pm A 1 i. 0 2 ❑ $ 0 4 $ Mn 4 2 1 I 0 22 1230 2f 4 1 0 0 31 3243 z 14 i ❑ 19:44 1 ,31 ,$ 19°15 4 i 1 ❑ ❑ 29 14:90 24 39145 2 T al 14,is $ 7,, t 0 p 14:30 141 21 5 p © P 23 14:43 2 8 i51'.. 0 23 ,tk0 '23 ;8 1 0 0 2 15:15 4 0 4 i 515,30 zo ism X is. 0 2 28 16.35 22 ? 2 0A 10.342E 6 0 g 0 p p 32 19945 022 - A 4 3 12 2 3 1 ,. $ p 0 4 4 34 17145 16 p 1 2T 30 4 4 142540 1� y 4 0t 31 13,00. 4 22 ,t 0 isa$ 11 4 p ❑ 0 2s 1$190 f 17 7 t :$ t t ❑ 147 ❑ 25 31.45 25 9 4 25 10900 4 2 ❑ 0 033 19:1§ t 13 t t424 35145 1❑ 0 p X 20:04 1 r{ q 10:15. 0 $ 80'30 0 13 $ 0 2$ 20:45 13 4 4 ° 1 21:0019 : C 0 17 21:55 11 q 21:30 1 2194.4' 34 4 S1 X2.04 13 R 0 1 22:15 1 22.900 a a is 12505 3 1 0 0° p p 23 2 p 4 X31145 23°34 4 23544 2 � 1 0 '. 0 CS 4 z }c ee C'w4ai 1414 k5`d ik 5°1 dm d� bis 1 ACit U S8 845% .Ante k n 0 Not e94 l*m 1 381 214E G '. �tYMsIC Vtl tikdunw t4w.1 PqA pw, AM 7�9 32-2 PMt 4 6 O(tre99c umi€ame . AA€499949 va— % Vulwmo 230 841. `'' Vdvrna '%.. Yalwfie _- p3xauBcalian 04E443ppts L MnCa:Gyclex tl 3uses ;.4.avfip 11 Bkµ❑an i0 Sttsl Yra+lefx 15.'.9-Y Ryle ddvltl n len 2 YaSxe.*¢@ea Cars a,rvale fiTire3@¢glc Gm6?s @<9=dttl�.ynkie Trsilexs f3,=s;p;¢¢e MUIt.Cma9ters d 2diaft,:C T(ce£in-6n 4nICs @ 3sale. I4 U�t5 §S.ryaSt.Si fa T¢ur3err IIA.b-laic Rqu4siiaitets. CLASSIFICATION COX NeCk Rd N/0 Weslphafia Ave Rete 015121 My;Matt'at.c I�38.NY24_5T0022.IX72s. $auth 00-4 MOD Afi9 � F10.•15 ❑ 0 4 4 Mao 0 0 � 4 0 45 0 0 41 '4 4 0 ftu 0 0480 0 4 n 41:45 0 02 0 0 02^13 4 02130 1,. 8... ffi 0 0 0 4 42:45 dam 4 0 � 08 0 03,45 4 04,00.. 44:15 4 p 44:94.; C 2 4 4 Q 0 0445 g 0 45 y a 4 ° 4 ft%S 0 1 03'950 ' 1 4 4 2 ] 1 4 45070 ip 2 3 0 MLS 9 2 • 7 0 y 4 0 P �,,. 0 13 OSa45 1 9. 0 i n00 1 m 0 25 4'7:14 91 5 22 07; 92 1 # 9 07,E i y 1 1 3 As: 12 9 a 4 ® 1 •iS it 3 4 23 Mae 4 11 7,. 08x5 0 24 a1 4 4 0 0 08 13 1 In 3 0 4 a8as 1 s a 4 X3[4 416 00^A5 0: 12 k j 140#4 0 7 0 0 23 14115 14 19 4 14 10:94 a :9 3 2 0 0 3 3445 2 14 0 1 1', 0 2 0 0 0 o 0 110 11 1 ,4 t 0:. 1 % q 0 12140 PM 12 S0 3 0 4 1215 T. k7 i7 4 '1 1 4 4 4 34 12^,30. 4 25 7 1 0 0 1 0 "4 54 12AS 0 is 3 0 i :0 27 low c 14 9531$ 1 9&90 13s4S S 14A50 a: 1. 1 4 0 €a 27 0 26 14:30 94;45 g g 2 p a 35 15:00 1 0 2 0 13#15 *7 2 0 '0 15:84 0 143 0 2 044 iSM3 97 '1so 14.00 14.. 7 4 1 4 89 15115 F4'. is 1 9 0 0 3 13:94. 2 24 0 2 0 4 0 0 3 16.45 4 1 17M 11 :2 3 1 0 0 9$,•15 21 73 0 � � 29 17:50 1 1 b 15AS y 4 3 1@044. 11 2 : 4 4 1 MIS 4 1d 3 99,30 17 8 1 p 4 P 22 10:43 1 5 1 0 0 26 0 0 19.04 1 ;7 0 2 43#13 y 0 0 0 1 19.91 0 4 0In 0 19tOS 41 ''at 24 2000 6 2 0 0 14 20 '13 14 1 0 ° 0 11 Mail. 4 0 1 4 4 4 1S 24:45 4 1 q 1 4 4 21M 4 3 21'13 2 ,y 0 5 21:45 4 0 S 0 0 Mee 0 1 0 0 22.95 p 1 2&30 0 0 4 0 ".0 2Z,451 0 3,:40 s 4 ® 20 0 0 5 2115 0 4 0 e 28154 0 tl 39,45 0' %uRtmWC ar9C 67 1491 iti 95d b3i d`ffi y,' • i AA#a1 s 94d 1a5 93 0 1 2 4 0.mk % 21h 134 3 9M U}W '4 53$ 4k10155 WMptmce Pmvw RAs 0 .24 92i ACs P4 P� d: 4M P} waNiisrn Dfi,* 7aaa-1p"RPuxrods AM" 12-2 PdA @S VA �T Peak 41i5smrs.. A5 EAk3d .. 'A 1Vdume k8 Vaiurne rg. %M .tis +—s 15% 232 e.=..a. IS35 552... .,�••n 52k C1ass38en11nh b."a 1 hiosuY~y41ge A nuaRF 7 x.-a.Aadk SK&k 4a 10 13:se:�Aaf t uIC Tnao@on 2 Pasz gps CnJt 5 2Fale 6T�r.A Sm¢I@UtmBs 6 R=A AxCe Si410c'YnlAw.s Si s=-5.Ra'ie MChOadf 3 I-AWt.G.T'r&SI Ca Ugllf5 3 3,dnle3 Ie:umNs P 3dea4.S: iaaabrx #2 5-.lurk detinhlTrmilear. CLASSIFICATION oar,rPwnsfty. Cox Neck Rd N/0 drWestpMsfia Ave Pa14i 5+A2,T21 Orr Mattit-A FkngatC A,NY23 5?0022,�002sn tR093t00mup{tR' 0. :90 AAO 0 0 0 0 WAS q 1 0036 00:43 0 41A 0 0 3 01:35 : 0 0 0 6L°90 0 i ft.4s 02:00 0 2 02:35 :a : ❑ g Sao 0 t' d 0 0 d 0 02.As p 0 Oaf 1 0 d 1 09:15 1 0 Os:90 . 5 a tl d MOD 04,15 04}30 0dtO 0 0 0 0 Os:00 G a i i 1 1 2 Os { 1 o 0900 0 0 0 0 0 2 Fuels Mad 0 2 06°a5 5 9 4 02%AE 1+ 0 0 0 1 O7:Is 3 a 1it IVA$ 22 01525 11'' 10 0 0 0 G 20 00530d m45 0 19 0 09 i5 go 6i1 WAS 18 0 is 10410.. 0 15 s 1 0 10.45 22 4 RA:Ifls 1 5 A 2 0 0 0 0 x0,45 0 0 0 4 8 3 itoo 21 0 2 0 0 1 ili5 0 3 °4 1 '� 0 "0' 3130 IidB 3 ',y 3 32,00 PM 2 5 0 7 1 0 0 12:16 A.. 7... 0 0 0 Mao 0 12A5 15 is 0 a 9 x5 0 � 2 0 94 %4.,'00 25 "y 1 .. Y 0 I4.qS 19'. 9 2 0 d 0 MAD 23 7 - 14:45 2c0 1 0 0 0 aOn 0 a s 0 a Is"Is $1 ism 29 ' 34 4 04 42 3921 32 1&:00 Z2 9 0 2 10916 0 7..: 7' 1 0 00 52 10:x. 25 is 4520 8 1 A ,0 br 3 12;s�Y MIS � 1 3 � 231 3T:90 0 22 g 0 0 0 22 0 iWAS 23 ' 1 � 0 0 a 0 0 22 to 19 S 2 � 0 2d I" is 1 ° as 239:is3 0 0 23 35x30 0 022 0 0 15 23 30x16 0 2,1 , 20x@0 0 0 027 2015 8 S a.. 29 20,30 19 5 0 0'. 0 1 20.15. 2 Moo 13 1 2s 3 2130 q9 5 1 21:06 32 22:00 1. p 15 12 $ 0 0 0 2 22;. is 4 y', 0 0 2 22'45 4 2 0 15 29.00 2&35 d 23939 � � 1 '%o-PTavi. 6 X :t3 1. 5b6 695 a +'N4 3aT Se T 8 ] 0 2 U AM presk asee x me a � aaa T 4dlaaue AR4Y @ 3EE T& 1B 58 E 0 d E � C5 ia9q i'f pti 9 '. 1937 Ans asaakN "� TE?t vravrne _ P dRlka&Perhds AM 74 Nom 12-2 PM" tEPJ itak Vt4uww.w dtdaf9 Vo4unm:a fiL }dolwnp k lhimp 45 Vlamg.... r--^w qae i3refib s 1 F.M1atpttyelea A kl[sex p rw.p.,na}8giag�lin(ts 1R n�n'.A tk ft k8l Praalp,Y. i®:s�P•xela pdsdltl is lvuc 2 PaeegXigea(ttrrs 3 EPklo-6Falw Smglm nEmec 6 awd-axlm 5:a$I#Yrailsxs a3 n_SfR+,Ea h1 It=TradlS 3 F.Nt#.4.'Yiro 51n FC U�iti. 6 3,�A5 Ie Uard� +M 5.&rfg St:Mc 7ratP r:5 IIt 5..Nla hluac.Frfiben CLASSIFICATION Cox Neck Rd N/0 West at[a Ave Day.,Thwadav _ dates€AMI rdty:MattlSuek PMJOd&NY21 S70022002s South Sound DOM AM 00:13 # 0 0 1 4 � WAS 0 c 01740 01113 ' 41t 0 0 tl 01,E 44 di 1 0 0 Dam 015 K) 0 0 Man MS, 0 � 04:40 0 0 0 0 0 04M0 0435 0 0 1 0+.145 0 8 Y 1 4 0 1 0 2 05idd A 1 0 °l$ 2 5 0 05;45 2 1 a 0 t 06:00 4 46,15 0 9 0 0 u 9 0x.00 0 7 2i 2til 0 33. 66x5 0 10 4 0 0 07440 ; 8 47:15 � i 1 o a 1 d7aad 3 0 5 i 2 25 47:$5 Raa40 09 6 a 0 0 33 0 as13 YY 1' 1 D 0 a 4 05.00 a 6 11 0 0 4j a 0 45:45 12 7 0 1 0 0 ft4o 12 2 04:15 a 2A0 .15$4 0 IS 0 WAS it 25 Y0.001 5 0 1 34:15 14 8 14;34' is 12 84;45 12 1 3 0 04 Y it= 4 46 0 13 11,1524 32 11,30 .7 5 4 d 4 ILASIt 2 27 UM PM 2.7 Sxe15 Y 11 # 4 1 0 23 1 2c30 4 17 7 1 2 0 0 x3 12.45 ci 6 0 4 33!40 1 1 13 1 0 0 0 2s 1315 1 i4 :� 2ad 15434 '.4 15e45 4 29 1 1 0 0 14: 1 13 .1415 g 1g 1 .0 Q 0 x6 1A�30 s' i3 0so 14:45 14 0 3 0 1 0 0 0 0 3# 15dta0 1429 15:15 0 0 I.S:.'34 14 4 3 15c43 15 10 0 as 16,04 1 3 1 ,.,1 0 1 MIS 1 it 1 4 ¢ 0 3 16:34 0 1729 16:4$ 0 ax 17 %5g $ 35 iris 4 ° 37 17:34 3 2 12x5 0 4 Q 1g9gr 0 2 0 ✓]. 0 25 ' 12 7 18:30 $. d 3 0 4 4 19 4 0 16t4S 2 & 4 1 i3 15:04 4 1 2 0 4 0 ct % 19:15 ,197.E g3 0 11 14th 7 1 =00 # 4 4 1 d1 d : 4M a4;15.. 4 1 0 0 11 ro 1 20'45 0 7 5 21 p 8 0 0 1 28x15 1 4 9 2MG 1 2 a ° 1 24ra05 0 1 xxdm d 31 i 1 xx:35 Y3 z ° ° ° 4,1 21:54 8 g 4 b 0 i5 22.63 d 0 0 l SSW 4 0 2345 0 4 2all 239 2 2 y All x+ 8ik .,.15Y TLx 11M pM a% @f @ {g 4 + aas a�Mru�o ?M1SN M k 649 10 q' `•1 ds :y 0 Sok 0 h 6 Abu; 4 PM Pk X MWF YcNumHe Dirwtion.1 Peak.P6rkxds Rfi970 .124 PW 1 Peak Utrh4"m 11�S445a@ k44ume % 4alurcn 15 Wlume,. Nol A f hsacm ,les 41"" : P z_q.gylp S�n63e 1m 55 SP =s,Aa4n 56regle Fvnlneei4>-P tyle Adult ha�Yen ]Pnucrc�a+Lalx 4 Z.fixIn6Terc 5z¢;gle GmCs. 4 e�a,AKI,$4M[e Ttsipxs 91 seS.daPa Multi-7rap3v�.: Ti. lallttiis. 6 3 AWe 5 :le saumi h S-4tYe.51rt9Ps hes E2 fi-Am..^_Mute wtYa41et3.. CLAWFICATION Cox Neck Rd N/0 Wastpha lfa A D.t.l..6A.V2i. Maytituck Pled M;NY21_47O22_002n North M..d 4dt�d3k&1 2... 3 Was 09.34 d d 'd d WAS ? Y a � 0 dL•ud datAS � � MOO �. 42:19 37 02,30 fl fa2.4s 1 � 4 4 oloo 49 8u J0 d ImWo '� d MIS Q*so 3 i. 4 d1 ti 0445 2 o ds is 0 d d3m Y d9°Ai 8 woo 1 d d' 3 a&15 ,2: 7 4d 8 3 ax9 & 3 1 d SO 06 P ardd xy ;2 x a MISI9 ,� is d 47a 41 d 19 ""11 1' d 2 m3ddal 9 c c 0845.. 2 3 A iA u8'3414 5 x3 d X45 1 $ ti 24 Dom0 1 tl 2 u "G 1 u 2 60, Is 1s �3 di3 t3 0 O'cs a d 1 x moot22 7 0 nax9 d 2'T y d 4 a sucks c5 4 1dAS c A 6 1 11;00 c v ;xs1 2 1 1 .Al d 2x 33 16 0 14 54 4 22 sa.As 12:17!!P'h9 A9 1A 1235 2 d p 1 d d I 45 212-.30 40 2 4 d 4 31 xsm 1 x3rY3 � 2 � I i9 x 21 �'ffi 2 A !u 3 3 149 4s 2 'u .3 a. 24;04 x n4;x5 p 3 7 d d d 4 Ymc { 25 g Y: d 4 Aia x14.4529 11 d 1 4 33 Isloo ISIS 3 '7 tJ 2 d 19:94 1 0 nsA9 u 2 f Is�lq d 24 ,4 1 ! .. ,d W d x8.y3 14 31 2 4 1 0 39:10 it3 12I 120 n6A5 ll 4 1 Y 4 4 17:(* d 0 d C 0 is 475 2s xr 29 12 G 27:99 4 u 2 2 x80 d li 1&19- d 3. 3 0 4 d s c 1 18:90 13 2 1 W 4 Y3 1845 26 3 u ID u 17 2A`GdW 2 1 4 d 39axs 42 d x 39430 1 0 11 19x9 19 .d d 3 2000 18 7 4 Y3 20:35 x1 g 1 0 0 u 2 moo 18 4 17 a ❑ W110 22 It a u 33 23 0 22 2AYx9 ` d d 29 23;46 d d d 1 32 41 24 2Y.As iW :1 9 S ➢ d14 SA 22:.30 33 ol 29 22:46 2 u al 12 23104 1 2119 1 2 gA 24 23H 7 a x asa�mv� as Ht4 sn ms 1a}»s AM Yds 64f b' H 5&3 tYB Paa'N 3A Ymis}rvme V 9 4 415 37 A.4 stA t 0 m 4 0 Hasa Homme c9sz 492CEia6¢aF lre9k7�� 142 RM 4.6 tNrf Ye4k 4'e4uHaHes. AM `rblunae. % uphmt 45 4blwne ib% .255 +a�®•w. 2#'34 't45 ;a.�..,.« 13 _. cl—Ak. " d�A01f a Ma¢meyxlgc 4 9iacc T =m.n 17.a�W— iq sNi:A*wKt5in4art l^raNars Sa _ IwIe S.V. i 2 nassem2 tars 5 1=gKle,Fbafa:5r lat5nse} & -4-nules�gl mleas 47alleas S Y,.4.rla;.§71rc i,i MWnYs. K-"s Rv[Po1ul[I.y4ait Is 6 3 Alum i le.klAk3 �S 4Ya.Ca,Si..&a Tta Mn 12 b MIi26Faa3t¢rs. �A�m,Aasa1 „� CLASSIFICATION Sock ad N/0 4Westpha[]a Adie Daw 613.01 01W Mti tl€vck "ifttA.NY21m970❑27„0025 So4th Bound 00;00 AtA x 1 ❑ ❑ a ❑ Mn ❑ 4 0 00A3 4 ❑ ❑ :❑ 0 ❑ 9 91:35 Yl AS 91sa0 02:AA ` 1 02:25 ❑ Pj p 92ka0 ❑2sd5 ❑ 0 b ❑ m 1 031 PiEfISc 0 ❑ 1 8S'30 Me 91.00 2 ❑ Q ❑ 1 ❑d 5 x. ❑ 1 0 9 : ❑ 91:15 1 ❑ ❑ ❑ 9 9 95A0 t 1 OSIM c0 ; 05,kS cs 9 9 MW 0 M15 7 5 ❑ p OAS4 1 1 ❑ Q 0 t7 9 95AS &$ 10 2 07= 9 ❑ ❑ c 23 0A15 ,p 2 ❑ 1 0519 1 ,9 9 WAS 0' 27 82 1 0 0+ 9 08;15 707 11. © 7 ❑ ❑ 29 98:3❑ 19 2 1 17 0 2 9 9 cam a `7 ❑ 't Was1 7 03'3'4 6 ,9Im 20 0 1 OVAS i "15 14 S 11da0 1 ❑ ❑ 9 2 1x a3 15 ❑ ❑ q 24 11AS 2 �� ❑ 21 11.00 PM 12 1OA 12AS y. 10 ❑ 3 9 Q 41 3S 12:39 1 a.. a5 ❑ 1 9 3265 9 24 5 ❑ :P 18:tl"A 1 ,❑ 33115 33130 dSA5 , 1d 3 ❑ 34a 9 16 7 1 ❑ 1 ❑ a+k30. ❑ 8 ❑ 2 p ❑ ❑ 14t45 2C 234� 15^❑0 9 1 ❑ $ ❑ ; t a ❑ 36 15:15 a8 25 15 1 1? i2 1 9 U450 �❑ 1 S24 x9;90' 7 "s 221 x6;x5 1 12 168: 12 @ 2 1 0 0 32 IG.A5 xS ❑ 1 ❑ 0 22 17.99 x ❑ m ❑ a 17:35 zso _ a x7��a ❑ i ❑ 1.8.x5 21 5 ❑ .. 1�s❑ 0 1d 3 9 9 d 2a HAS 4! x7 5 ❑ is 330 x1 ° 2a 38.x5 1 ' 5 9 � ❑ 1 1$30 ❑ � d m 2 1B-d3 ❑ 1 90 2s 2M, 9 9 B1 zi 20[13 is 1 ❑ ❑ #7 28 0 I ,3� a � u a ❑ 2 23,'x0 1 9 23:15 9 i 1 21:2a 0 9 32 21A5 15 9 22.E 65 22•:a5 'i L A 9 ❑ 22:8❑ 9 d ❑ ❑ :❑ 21 22:15 1 ❑ !0. 13 25:0 Q MIS a 250 0 9 XaBSural 8*d 6 2$ i# 9Sc i.. b% 191bN AM VWkdm qP-.�>& 29i 3': A % 11% 1 9 p° 4 b 834 ANS WXk ss i�§aAd PM 3 19 9k 2 9 b5 4A bhmaq M�aBH Oa+A�Cl3tlrPIDI2Afi!S-8 AMd6 of�tieap ybyumree.VbPst q % Vml salla K VCBL.Re. 35. NNume. qE.. 135'. :256 1146 :: 221 i2 1[275 6x`Ye _ pAa0cat i 3mR[ Ys 6 6eus 7 .nxlg3'sfi(ie llrax4 3k scA:}qt 51 Abx Yeauiati i&a klePa Xw-,W_ 3 aabSa$tK tans 3 24,1@ 4Frtt 5�a le 4Pn{L3 D.1-mi. 6 3.8aix5 Ie P1m€x & lE3 A1e Ati. hailv - _ 9 S&zle5:.in la:naifaxs 1S.:dldvPm srtyl[7 TIaiP.mrt CLASSIFICATION :34f�4a* Cox Peck Rd Njo Westglhalja Ave Date,6119121 Mr.PAMPtuek Pro�act�tfY2k„529022�t#12n. MOO MnpxEP S�ai.nd AM a n 1 a r a 9 09;1:5. S -f 93:30 6 � 91;43 1 1 a 92:60 0' � 2 6219 9246 0 0 0 9 6 6 5 62.x3 65 Cb 0 ❑ 2 MIS � 0 � *SAS ID Ca 9 9 e 9 04:35 6ti:9Q (} 6 0 0 C 0 04A5 2 0 0 4 65599 0 0 t 415213 3 e 03259 ;: 0 0 03e43 3 06:15 0 4 5 1' 0 0 65.45 f 10 1 0 4 a 6 1 $211x} $ 5 6fi1S 5 0 a 1 6T:50, 12 1 0 1 0. 24 i'2 13 cam � 5 1 1 :6 94,15 2. 11 3 4 a p Mao 12 1S U i p 6 0 21 04:66 45 9 1 2 3 fi "0 1 32 5 04:13 11 ?1 0 1 � 15 04;59 :2 0 94450 a PA 0 1 0 30:66 0 1 4 1 1 19:SS.. 0 30 4,. 1:. MISS 0 1S 3 1C 10.45 1 21 7 1 9 0 22 0 1 6 11;A19 02 :4 3: 9 ei 6 S 11;15Is ,5 0 11;56 34 7 6 1 6 0 11:44 0 Is, d 9 12:476 PM 0 22 7 i ® i 123515. 15 f "¢ 51 12:90 :1 41 4 12:45 2 9 15 6 2 Moo 6 s I ads 0 2 6 15 2 14'06 22 3 0 :1 a '0 1415 0 1 1 0 ❑ 6 33 14AS 22 5 ; Q 3 0 SJ 29 seas 3 2s 13 1 � a � � 3 2 0 0 SS;1S 2 ! so 15.59 '1 1,5.x5 0 2 � 1 9 a 16,15 15 0 1 0 17 927 S6:3t 14 4 fJ 9 6 2X 30A3 24 0 2 m fl ST,A9 0 21 SS42 3 0 17:15 56 '3 3 6 17; 22 : '4 3 1 0 31:aS � 1 15:'60 2: 3 0 0 a c SASS a 5:. t 0 SS.3d34 5 2 1&45 21 7 1 0 R A 23 6 SSMIS 1 10 6 1 0 229 19.9'0 6 e 14 21:99 2& 90 ,k f! 6 22 2Ik15 24 20:50,. 91 4 2 20c46 9 15 2 0 2 a .0 5 21A 0 0 4 22 31,35 14 9 022 t 16 219p3 1Is 22.: 9 35 0 6 a 22:13 120 u3 22:Sd 2S 12 0 :. 93 22AS It 2 6 42 231* 0 3 25.15 11 G 11 6 fa 2ow 4 1 1 6 e 5 I amAi a33 t3E! 5 '1® § 4 U A4AN ': ya Wal d 954 339 4 b 56n I hie 3 4 S3RS mM47mk aka m6 mw 4PiFatE890a1 Peak welAnds lAA97.9 NOON 112 gM 4.6 orf peak Wade s � 6®f 'A6Pti� f6 VS�IPlM11�. 9s t+cru rae % sfrtnm _.. 302 �mcadKcatimn pa7"wekeares x rsoaws.�k, a elraes r.„4 AaFe5 aveum{Is nn;.-�-nxFe a5 naemei. xi. 2 P,F¢se5yef:as S 3 faPm.6TineS 4g{p!(nits ®rnA Axl¢56uw41 F milms A9 r�"rirelm N4ikl Tla�icrs F"'F fr5tk A.GnAxtraYlen 3 2-i Ia:4$afe 3wxYgls XJmYP5 G m„-.}gyp3 Ig 6prtkC5 y y,nyle.5in Fm TPaIFeaS.. IS s,gv&p hiuRnT:a9e� CLASSIFICATION [x4ge;SptnrdaW OX Neck Rd N/0 tiWestphalls Ave :. Oate:6118/21 aty:M198PP9m k Pt9..§4eC 4MY31 570022 4035 S0011 Romd n y ODA AM - 3 1 0015 � O 8 4 :99i c 00:45 0 1 O 3 01 : { 1 1 � 1 81 ? 0 01v}9 1 8 0210 2 ¢ 02:15 O Y 2 02M 02:0*40 43 1 d 1 e a 2 02~15 Olad oa11s o 1 a o 1 04.E a e 041$ a o e ° a MW94 Pa 04:45 a as, d 1 Olds 0 e 1 85a q a 2 0610 Ost90 c e 1 05;ss OT18S 4 i v O 0 1 0g5a ,"j 0 10 0 0 15 8} l 1 071.49 31 S" 3 08:aG d 20 '11. aim8 `1 8 Olds d 16 88:3'8. 1 : 1Q 0 8 ❑ 17 0 0 22 08,45 P Y3 R 1 'O 28 09;15fia Oflad 14" 13 s ":ts a 1222 1000 3 5 3 1 93 gga,Ys s: 12 o z s a 91 10:45 0 1.95 O 11SPs0 2229 5 :1 0 3134 1 =8, O 2 11:45 1 1 3.8 A s 22,00 RM 0 0 22:35 ¢ _ It O 40 12M � 2' 34 12ASf� 2 2 9 S. O O p 41 19l41gs 1151 '. 8 1&90 O 95 2 ? 1 9B 0 , 141.00f 9 0 O 0 1435. 32'. $ S P 0 31 29 14 7 14,48 24 7 O 22 92 5:40 20 24 15P35 13 0 O s 15:x" O 15 .5 1 e 8 22 s x 1r oo 22 P 5 z x e 15115. 1..2 3. P 4 O pzo 3$„30,: 0 14 24 1.45 O 11 8 0 a 0 24 1799E 19 : '2 O 1 O YO 1'Y'13 is 1 x1. a Y xOm 2 a 0 O 18:35 25 4 18:30 14 2 1 d O ❑ 31 IL-45q O 1 2 0 8 O '0 0 1 1sa00 2 is as 17 2 0 # 2119M 19;45 i 20:88 g1 0 8 0 1 20=15 0 i. T.. O 0 RS 0 22 213M 0 13 0 21 28.15 1 �, i 0 p is 21300 2 2=5 O O 3 21490 2115 4 # 22:0 0 24 1 O 22:1$ 51 7 32;30 2 9 22245 21 K Y O 0 294Md O 25 1 cl 0 28 23a$ Ol a o 0 R5k 195 end% t1R4 VEls§ & 393 94 T '95 & 4 yj 5`3 %u„ ttas das z4a AM Yah{ p95 g WM m 6 891 >282 5 4 4 % 4N ids d mm 8 il" k mt4..C®e } 13 Wino Oiemmntimmpyak PeFE0s3 AM7,g NCXiN1x.2 9194"6 C9fleak VaW—% PJI L�9Ygg W.alwnm 5i-. Vuiumm % uolydms eb� votFan..Ke 3 d'"n6dn[yxi'P.9 A 4uus 7 r W AxYk Su,�gle Un75 Tb 9m6YWI Sse9(a Traltas 33 .. S 8'ai&em3ar Wes 5 d&de.6T6reSimi.lenits H amA Nrt9o5dr37etisnlen P& dYSilec� :e'Z AnFe MutSwTPaS&er3 3 d=�gP.lr 6-Fere S le glwAs a Units co5=Axl PAuke- 5 3.hMe 5i 9 SAkle 53 IO Yrallei5 1]ti�Axle Biel i.l'raiYarP CLASSIFICATION 4Yaye 5ws99v tiff'Mill fid N/0 Wall Ln/Bay.1114w Ave 4vNat 61184dj, cptw mmtft.t F+aJ9 t6:a+Y2.*,�,37A422 401n.. N-ab a nd W-00 AM 00.30 0 0445 US«44 q 4 4 4 4 4 41°35:. 4 ro DIM G T yr Moo 42AS 0 1 4 4 4 4 02-:3, A p. .45 G 4 4 4 4 03 A4 43:15 4 0 WAS 44144 44x15 'p ':1 G G A G G 44.3E '§I 1 g ;4 1 44:44 f 44l005 4 4 4 1 04.93 GSA$ 1 4&1S 0 A ❑ A i 4 „34 A 1 A f 4 3 f G6:,45 1 4 q G 1 G29 r 2 G 4 G + 3 4Y:13 49a50 : 2 $ 0 WAS 2 48 f 4 4 4 4 p ft25 054. o9bo 3 3 A dl G alias lom3 man c Was c 3 14.36 5 1, 0 4 4 4 A 3 94k45 G A fl 4 q', A A 6 13;a 13x33 q 5 13M45 12 4 32:95.. 32:3, 6 4 4 4 4 4 G 4 M45 10 A 0 4 4 354 3 4 1 a4:3s � G G 39.E 9 s A MIS A 19;34 f 2 4 4 4 34`44 4 3 R 'A 0 G 0 4 A 12 35;Q4 ;2 35;35 33934 ,4 4 15545 A 5 y, 0 4 G s SEil4. 2 4 15t35 9 4 38.30 5SAS am D 9T35 3 1 4 IITi45 G 4 �I . 33:15 0 4 4 4 A A 38:34 9 39b349 4. 39;13 39r9f4 4 4 A 5A5 4 + 4 4 MOO ,2 � 4 24.3s W134. ,, � 4 4 4 t7 4 ZOAs 3 a 4 3 21044 4 2145 22120d 4 21,45 '4 G 22m A 9 0 22:33 M34 ° 9 4 U 22:95 A p,.. G z1 215 4 X54 0 4 4 1 4 G 4 s5a[rmai mu r3. 1 aw 94m% mA w4d 5r sr 4 m 4 n E #N4 a+ a 55 ASA ftA mya5 894 ma;o i3 3 45x1. nal ,14 34,45 12AN i•.93 5& 4froc3i�4347 Fp pra6ods ARE T-'3 NOM22.21a Ail.4140iCS vaglme '2f1E 4.6 111kM§efi "�' 4til mme 241 2�I"aM5s,kmlfc15y4tettiTn Cr�P9$3n we Llm tfi 24-a56 Z5-1.R?5xplym tFxn!fir rnglP t)n is tl4agss a' i«4=a%9 hAFa3x8elee•psP3t3`f��tii0I nlAs 2 wm%Eims% p VWe�9mA'—1 e`Mdao FPvdA94,,5P3.: Vinel 2 ks1#. .a.r,.�,axl.qu*x,.9+yia=Trsil%m+ 5 �-pa$e5 IP Unret 9 5=ev91e5. Ic#r+ilcvs a2 6<Axim R94AaRtailw.5. CLASSIFICATION M111 Rd Njo Swish Ln,/Bayview Ave Q®tcr.U1.4121.. Otp.Mattdtuck" lue.(tee e:#dY21_3144a2r�is Smuth 8oussd 49.13: olm 4 4 4 4 p ua;is � ello a t p 42x15. o ❑ ` :a n 92°89 4;a6Z4 48:15 4 p v 4 044 4A:Pte OCAS d t 4 4 4Ar5d3 0 Mks Q 4 At5.40 1 2 4 4 4 9 4 SS 15 0 f 8 Moo " 1 0.7 t p 1 A8r15 2 4 4 4 4 4 3 68:80 04 A 4 ci 2 0&A5 a :3 4a, 1 as 02`:A5 1 1 i 1 WPM d 4 4 4 4 48:15 Aai14 4 4 0 4aA5 0 4 3 OWAS MIS E 10.30 MAS 11..006 .� 4 11TL5 2 11:45" 2 4 4 120v"o g 3 12:15" t3 7 1 � 4 Q A 12AS 2 131004 4 4 4 11015 S a� � 19:50 2 d9�fl5, 41 1 d 14:94: j, 14 A$ Ix 15:15 '4 S 1 A 15,90 18w 18:15 1 1 1 � $ B 03 ,A 3 38'.14 fl 4 p 4 A 18A5 4 17.'15 18.1§ 18:84 4. 0 4 4 0 0 0 3 1&A5 4 1 .p Ci 2 19m 1Ag80 p " "4 a 4 i1 1 18x45 1 '8 24:48 247.15 0 0 0 v 1 2000 '❑ 3. 1. 0 0 41 4 0 4 24:49 1 1 0 217 22a8d 4 6! 4 4 4 22:1$ 22:30 0 0 4 4 0 0 4 22:45 0 R 4 0 2843 xai'imtlN 5 as 4 zx Atl e 0 F' sa% �isv c '.. Ana Peak : iced ! iF:aB ti�js sl5d VdMnmo. } g6 : 5 Sk:AS Pas as � enM a�nnn 2241 14 ISO ,wta„ne to 'r xaalg F tlireeli"im da AM 74 X2.2ae A1tclassaa vaiu:ma �§r9 A•8 d76fIVa.RF49a§ r®.,;.. ?tolrri,: 7i ww�ma ixolunzt w 17 875 43 ".i+ 2396 22 el sAteati4n 4ektAit M F atw[arcyelpp &A.. ]a-S- IeV teu Y a�asxmig�4nri ^0 FP x-fo-Axlc 5d�5glt Y.rallprp I§>-i+ixleiAeahkTrailtes 5 t Mlx G airei.,�lx Pntts 8 ems§iwVtirrtgleT€anlPn. 1F�"S-AXi2 n9�w'Pat+%tPs. 3 2=Azie.a.Tess3 it Unita a 3Axlt 3' laq)nee3 g SAala 5:1.Itprxllpvs. - A2 6:A1tltl iNli dYkTrtilr}ti CLASSIFICATION Gaye Monday +W MRRd Nto Selah Ln/Bay Views Ave.. b.tv VIA92 city.mattttue k kord�Bound Prajraet A:NT21_37Y7622,�007;n Oo:00AM . 06:15' 0 0 0 61:69 6 6 ro 0 02:15 :0 0 0 t1 0 02:36 0 0 1 02145 mom;; 6 0345 0149 64;66-, 0 64;15 0 '0 0 6 a 0 64:90 ip 6 6 6 : 64:45 1 0 0 0 Moo t � 05x90 - 1 0 A " 6 Osals1 O&oo Y MIS 2 01 64:36 !. 04.x50 2 F 0 6 0 o x 1 1 � w � 6T;15 #7590 1 07x45 _02106 M15 5 6 6 0 0 6 0 66;96" 0 83:+05 g 0 ti 14 63ua5 4 0 d 8 8 A 00.45 $ 6 W.25 16:90. 8 5 2 2=0 I 1 Y 0 31:30 2 1 6 0 8 31:45 a 12M Pott 3 I 0 8 12:Y5 1 12AS z 0 d 4 13;00 ;a 33:15 3 39:30 1 1 " 0 0 9 MAN 3 14 i4rI5 k 14:50 6 3 8 8 6 0 C 4 14:45 4 4 359M 0 35'c35 ' t9A d ii r1 1 6 2 1545 ,� 3415 16:45 0 d 8 0 0 5 17 4 0 37`t35 1790 0 0 .. a 23 1 a3 x ,0 0 6 ' 3415 4 1 19 1.9:15 39.90 2 0 8 3 19x45 #1 3 20:86 .. 28:50 g 6 0 21;15 m I � 3 21465 t n4o 22:15 0 c t7 0 3 22:90 o :Y 0' 0 0 22;45 3 0 c dt 6 29< 215 1 U 0 6 0 23c90 19x45 4 5 2 %AM ��� , 9 aa4araaa:cl 4M1d5 dima x94 za a s specs a0; 0r;55 1 4 3 pms s s s 2 ss AM pts 1 � s v 0:. s xza 3 ��imn LRds Yom. 1y,A0 1° ' I2�G 23046 3P% 0Rkcl[s5telp 4P4aita45 AM 7-9 NGS]M a22 s3 AA Class u:muiwe Pa49c Voiwrds. 3E Walumn 9x W.olums 'X 4alama. §s. 29. 14Y 36 r----a 17% 95 SIA 53% i Mmrarrlxlefi %9x6:.44..�NWtld[fn�59 9 9w„rs5 7 s_i4r4Ade:Simggi 4n14x 14 a.s-F:k#ill Tmmlmrx: as s.3 X14 MssflamxuaAers 2 Gasfs�YShz Cars 5 A'.Alrv.La+ia+C S' d�UniC. 8 eW.Mlq s rtgb t ar4aM 31 a ..�4 Ge M91d Tb'u4e15' 3 2 A,k,:4 n,+sin b 4riits G 3 Aviv 5�. Ie Flnigs 9 5 xxie 5... axraaler€. . iT :Af.'.k h4sk"iw9.rskivwx CtASSIFICATION par MaruAmy 4t Mill Rd N/9WahLn/Bay view Ave ONW,6/IA(21 aty:MattiAuck Yes�mE1�tmYPF,�37dd2,1�Rpfl6" South a6uhd Azre n ddE19 d OD3d GaAs d a a 0 d 61;15 a d 439A5'.: u d ". 02AS cd a a d omm; Asx dX a 03.30! 8 Me 1 04215 m 0 d a Q d 9 OCAS d d d MOO r q am;35 t] a p a d9t45 .'d 06:00 1 c d d d d P ❑ R Ri6;3m a 0&4 s 2 d 07 07516 47:96 ? 47:J5 1 i 3 a a 48t1.Sd S d a 4a8a d � 4 ❑ 4 � 1 69atld' a 2030 t 2 3 - 14:a5 3 a. 13on4 a a d 11114 1 d 32:44 kht F 32:19: 0 1 d a2x3d 3 A a2:+Am i 0 p 4 isi�A � 6 d d ❑ 1 12090 r 14.00 . 34:65 d a 3 d © d d 1 fl4e9d: 2 P.. ISIM 1 d { d d d d d 3 m swag a 4 9s ea 4 sa4s 1$aa 1 16;65 'P d a d d 3 36•;96 0 5 2 4,,. d 2 OAS 4A d V1.00d lids a d a a 17,0 4 17,-AS 19xA4 a P U 4 R R 1.31 1 1&34 2 d d d 6 19AS 19m a 1 100 d d 14;96 a d d a3a,95 r d d 20M a h zods R 2!334 1 d d 0 6 2 20:45 21do 1 0 2i-F6 21:96 21;45. d 23.E 22ds d ". 22.30 0 6 9 d d d 0 Ma 0 29;30 33:80 a d d d a U45 kuiYwgW 3E 8 a " iW tadta t67 s X a 5x aw4t PeekW amNmk 31,4 on aBAm 1A,My ]9aYS 89 in8 xa xz s A ldc,43 " A%4vdumw,3 a 7F mm 3 b m. x9 'A tear xxx s% av A 1m PM M'aekW SSa9 .jm I-AS m vim„^ 16 Fo s` a t 1kn " Okeioa-f ft.k P.O dA AM749 fl2-3 rim A-8 Es A10m9ffimm .Val. . RR46ak 4`aPuFeres:. •e.�.i" °3 'Jk�mc 5E auM1ame %. Nmn % 2a ass5 34 .---s 3fi4d 94 *��. _. fAm6Sf1e tlan ktaTrS d au mar Can ■kusce a 4nraos�«g,a Mias Ea rzc=airs SingigTratfers 33 M4Ax4 Multi-Teaam[s s -a ,ranees�gaa ras`n m 3 =..z„arw s„rtt��r�lras at:�as�.xlemirklTrmil 5 kxli..ca1mS le uatiti o 3Axk Sin'&e Ugh 9 SMNe 5i eTrAf - Sl 4,arpe r4ul[Trotters. CLASSIFICATION W!MM Rd N/CS Se[ah 1.r5/Say Vicerw Ave. Tucs6ay 1k w 6/1514 tft 98aititwk P..jec8 pt MY21 5apr�1_4PS.±a Meath 6oua6rA 40m mI WAS P 4 4 :0 PP:aP". 0 0 4 0 WA45. 4 0 P 015a0: 4 alae 41;05 02",18 0 P 0 P O 4 0245 01:0P P "i$ QASr 0AW 44;15 4 0 a P P 3 04.64 2 0 0 0 0 0 A 04;45 4 P 4 05;ap1 1 0 09,+1§ a 4 06;Aa1 0&15 {p 4 0 0 0 oem 0645 41100 i 07:1$ Y 4 4 4 4 07a4S 1 ', 1 cam 2 0 4 0 0$;15.. I . 64:aP 2 1 P ri fl 4 a i WAS P � 1 1 81 0 4 4 5 1145 a2am.1141 11.15 $ 0 0 0 0 1210 aa;45 lads 8 14M 4 { 14c1S 0 i 14190 0 P 34:45 3 3 9 tl 0 P 4 4 e A5515 155 '4 P ,4 4 1 15;45 '`� ' '9I 0 0 1 16:M7:. 0 4 0 1 14.I:3 l&30. 0 0 9 4 0 P 10:4$ 11"i5 :1 1 Sit k P 1.7545 A 4 0 0 Q 1aa9P 0 2 4 4 12.15' S 16:90 2 36:45 1 0 0 0 9 P P 0 A4:ka is 1 IWO 1 ° 4 1a m a 1 9 4 s 21615 � 0 4 2i;aa 1 1 11445 q 212m 4 22.1.5 4 0 4 m P 4 11.3€5 k'. 2,&A3 1 P P 0 4 1 25=00 0 © 0 11„A5 1 2$ 0 0 P A 9N8 VMrNfl Y9k ::1955 Id Y55 § �. 418 P. flim& 1,516 99.'- P8215 d time 14 �4 wne a 91 as 1 a as %PM 3 k 1996 596 9 b 1 PRM P.kA1 Yc&umn I'b04 i'4r1 1329'. 1F16 12'.M Ok Iuranal Peak P.,I d9 AM 7-9g,. 112 14 W1 ifa3se€ 4'ml¢en P9mk VaMs'F .� SY Wlunxie °6 V�iroc °G vd4rce. 27: a Mm[e rydea A ft— ry s=4-✓Wls-n-vAe3trc4iv usi'c5 im>+�:�y les xlnEAe rrn lgxs. p; fl Pae5t,51gmr{95y s 1A ,6 tirn S�n5A9URN5 a e a-fl AxP Mult.Trakers R Y4als,:§sirc 9 IiU9.as 9>ngSc aY.911eu6 a1 aa5 A 5Ay11 Trailxr, fi 3.A5fe 3195aUnks 0 SAsia 5: &PTravSarc. 12 6,11x('5 M115[Y¢a'e$gry: F�NY�.MjkYiznYtkyp:q avYepl�p LnN�. CLASSIFICATION may:r.eAday VU MM Rd N/0 Wah Ln/Ba y.V["Ave a lwl tea+.M.tf t-k.. 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CLASSIFICATION Day:i°aeinetdaT wMill Rd N/0Wah 1n/Bay View Ave 47.W 416 3,: City M6Yt00ck FraJ k�;AlT2fl_37✓�{132 C38Sry. t1.nh Dnunai MW AM q _. 04;&5 C1 0 00.3 0 0 4 00:45 Lk1m'.:. 0 0 0 0 0 0 45:15: � :0 01FA6" 1 4 � 0 4 020" t 0 y 42.iy: 02134. 63,40 0 �0 0 WAS 0 89t90 046 0 a t6 6 04= s 64;59 g tl 0 09.14 S:'., 1 0 0 4945 65:55 0 0 450 1 0 45145+ s 1 06:04 p 3 MIS 5: ;a Moo 1 1 6 4s.A5 5 47u4 1 1 0 6 Was i 07k30 1X'1:45 X00 9 i ; 0 0 0 0&:15 "0 2 3 c0 .1 4e:3a fl 6 064s 1 0 0 d�IXd x i 0 0 � 0 0 1 W15obaa 1 1 0 2 1 4sm 10.E 10:55 0 3 3 4 0 0 5 10,36WASf Moo f 3 0 5 0 0 4 6 0 S p : 15:15 tq 4 + 11:30 � 11.E i. 0 4 2. $ 0 12:00PM 11:55 11:34.: 1195 2 0 0 0 0 0 MIS 3 3 4 0 ,S 1130 13JA5 145554 14,15 54i3G p S 0 0. 3 1445 6 6 c x5:$5 0 ; 13549 ,: 15,00 1&30 4 1645 F F 0 0 0 0 6 12.E iris 0 2 �� 1 "6 0 0 6 Y4t43 � 19:00 1&15: Mao 16:35 3 4 0 13x� 4 Rl55 0 $ 6 ISM 3 ! 0 19m 20:00 2&15:.. 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F2"-S-11x1,xcuk�lr�ileei s w+tla M91Ai•Txa(f@iS CLASSIFICATION o4yc W9ar�e�9af 111 Ad N/0 S-1sh Lin/Bay v9.,A, ®aie,enol mey.Amuck Frujec34:44Y2F.�37Ca02�Cd1a. - 0010 40;45 0 � 0 � R 0 0 0 oms WAS 02m 011 ¢ 4 WAS 0 -6 0 44'40, a7 0 d8yx5 02e89 0 0 08a9S x ' 0 0 0 0*00 04A!i 4 0 5 0 0 0 1 05,'00 05:x5 06.40. x OS:xS 0 06sl0 x 4 0 OAS 1 a 0 d 4 0 =100 2 d d 48x30 : ;� 0 2 07th 05;00 2 MIS 0 1 4 R 0 0 0 0 2 0130 2 d 0 c c � 48:95 MIS 3 0 1000 10,45 cY Iliad 1 of0 MIS 1 ,4 8 8 1x;aa no 0 .. 1dd FAA 1 3 ,4 0', 0 0 12:15. 0 :5 30 0 93D a FX'65 y lad 0 3 0 1 0 0 0 R 2 MIS 2 X& 0 0 4 .R 13:45 0 14M 14,15 2 14.w m 1445 15 1 0 R R 0 0 R 1944 0 4 iI 0 d 0 8 I" 4 16;3$ I 4:30 k 9 R 0 d 0 R 14:45 R 1 2 0 R 0 0 12 11100 5 .3 x8;x5 17x30 S �x &7 0 x8x� 2 t 0 i8'xS 0.. 9 M96 1 ISAS 0 x % 0 101:00 19,30 0 1 d 0 0 x ISO x MIS R 0 0 01 0 0 4 1 ip a0 2 i 0 24,45 0 2xi4@ x 4 0 0 p x 2uZ 4 4 0 2 21845 22:00 1 4 0 A RAS. 0 x 0 3 22:90 0 d {! 0 0 0 - 22.45 0 0 4 4 0 0 0 0 23;,30 0 d ] MIA 44a4aAH " : 18#5 w- Oatpm ri 5A F i�. 2 '3045 %Pti 98 b P 6 4 4 q q K10WMAa n A i4.10 i&Ya P�r15�1 IiAll daa50 Faa49erawi5i L6t3 s x 4147.0.. i4L#3Ff 31-29a AO 0". veR:a 55 F&44.5 Fax&VaAa4eas 25 10% VNume % walwne % wsJvesie x Rdanuiey�les e'l--matt.. iCferXs #t•Aadp,: n5=aArzalee.34 rsIroe RsitmnFslean[a P �s , inw1 Fsm .w -5. k msT lsld Nmeale A P.sn',pia 51gTkaH,,H � ft F rR 9 4-%mle 3� Ie C'pplets yi p,yr{eyy�y.q�ailen CLASSIFICATION WY:Tnr raw V Mill Rd KI/O Wah Ln/Bay View Ave aaw X47121 cart Mat atuek P IRO Oi NY21_2Faa22—Wlk NaaNs anearcf Moa,4M 00:45 a 0 2 0090 0 v 0 00:95 0145 48150'. 02;15 02;90 0 a 0 0 02A5 0 45715 04 a 0 a a a 0 a 4$.90 44:A5 0 a 49 05190,. 4 06410' 1 0 0 .. 06.25 a 2 J & a a 0 0 1 05x96 0 1 a 0 oll A a9t45 9 1 09,04 09:15: 2 0 P 0i 0 09190 1 5 2 Oita* 3 06:15 . 1 a 0 0 0 0 A 02,30 a" a 04,15 a a 0 04:94 9 i s ti A 09x95 MOD Y 0 0 '15 4 40a ❑ a x4;56 A 221%0 PM ¢ a 115 '7 2 12990 0 2 1x:45 11M 0 0 a 0 0 tl 0 g 1190, { 1440 17 3 2 Y'. 0 0 0 1 14:45 3 2 0 is'" 16:00 Y 0 19:45 2 0 a a 17700 y 1 0 � 17;15 4 .i d 0 a 6 � 11AS 19:90 4 E p 15:45 4 0 0 S 45,15 2 1 20;00 0 1 20:15 22,W 0 2na'0a 9F 0 0 0 1 2A 21:#5 7 1 22:19 a a "6 p 0 1 22;90 22:95 0 0 4 a a 0 0 zam 0 29x5 x�ir� 64x :sxu ifk sx ,ax aM anrx A ]' 1i'w ;1 AN vdunoc 4A3. ti4ie 065, aatS4 36% 19 9 ; 3 090u 75W AZ a 9 i 33 dix 7Ax D}5 tlx Gff 5 $ 15p 21N�kktl 1>d,tl5 x6 Ys. 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S 1 1 p. a 1950:," . ¢4 92:00 PA0 1215 Z 1 a 0 0 a a 0 9230 �S 7 1 0 0 1 12.45 2 0 0 0 a ISM Y 31;50 S a Z 1' x1000 �� 1+1:00 14135 143a s a 10.45 ISO ;} a a ❑ p p 0 7 xs:15 a 3 �S a 0 a 0 0 xl f 1&aa s2 p p '.0 a6c30 7,. 2 :a 16:05 4 d 0 0 0 6 1 0 2 Ards 17;1 1eO9. p 1 .2 ® 0 6 1e:I5 S 1 3&30 0 0 f] 31 d q 16:E x5fS0 I � a 0 1 :6346 1 � m 2a,00 2AA:aa a 0 :0 a 1 1'0u0S 2 a a 2I 0 81s1a 0 21 22'9P a 0 0 2215: p a i3 0 0 0 M$B 0 0 a a a ZZ RS a 0 0 4 1S"Is p 3 0 p p 0 SSr 35:05 1 %afY 59'.5 :3Tn ;,R33 345 �Ae RBiR is eu' sw ° a 9e AMAMkH ! 00.07 0e�1s 05;34 %#a6s 1x s&um is ":n ' 3 11a5s PxA Vpa % 05 r5B 1! 3A $ mx aeN is zsA 0 0 Al ,No NAN 159 1*30 3R as Uoi.S: 1030' a Vffiume 1 17 11 A. 16=e5 01i'SrtP0Yw7t Veak Per'mds VSPA 7-9: r1011,M 125zx AA aan.e wi me.. PM Ws WFe4k V.. S St 4N+m+z. S, Yvlanz0 % VdunGg s A4oAwcytXnn 19assdP6e01aAn rae1ki81emtA5 0 Qanes F aS-Jixlo0p7 Ilmrlx E4 2'"a5xcrtays Q 3 ZAvfw6Tm3an4dAa ap.pK105lt RraAlers fA rngla Tralipes t3'.svF Nxlc IlfiTrailws a 3-AMIe Bea U±;R^. ceS.:lixls P+iW4a Erx5.5rs s scxles�n aar�de,�s 32 s:anic aaeQ�-x�Q�. �?MeNLd'Me'.�g9dnY'�m0�dmv�:pa CLASSIFICATION Ddp':f1'adag Oahe¢5113123 w hfa4EfM4 1 A4:NV33_57DO2l;_Coifs NOfth G4arvtl': 6a AM Balls 0 0 0 a 0040 0 8,1SW: V9 a7 G 6 0 � Olds !; 8 02 02139 ° 8 0 8 62;90 � � :6 � o ❑ m Osol 83:36. "Go 0419: 0 0 0 0 0 0 00.30 04.55 0 0 05'00 0 09;35 0 6 0 OsAi9 1 Woo gess a 45 .45 1 a 3 0 05'45 a 2 07:CNW 2 3 3 1 k O O 6 0 5 07,45 1 ,0 0 0 "ty 0 06;00.: 0 5 Kp 0015 2 1 0 0880 4 08;46Dom �" s 2 g 3 O O 4 OW45 low 4 A " Atte&9. 10,90 1., 10Sa5 5 3 0 8 6 0 0 6 ❑ 1 13 ! 2 001 3L+49 9 12M PM 12:35 4 O 1130 0 a ':2 0 32x5$ ,E 4 3 0 13 0 lails 0 y 2 3 0 0 13538 It 2 1415.. s :3 14:90 l 14;x5 0 15;1 2 19e1">? 3 0 6 O 9 155 1 15;.30 25;45 S 0 0 0 0 3 17760 3 0 0 0 0 3 329 ;1 0 388;.aa6 4 13.35 : 0 16:30 2 10.°45 1 6 0 0.. 19ft 19?A5 0 t2 Sys 211:10. 20sa5 � 3 a33b0 0 23„35 0 21:30 1 21x45 1'Z15 0 0 22, 2 0 22145 4,, 0 O a 23;66 0 2 d O 0 O 0 3 23:13 O 29530 i 0 2 1!T-!—! 4ViM Edx 7% Els 8-- sv�ss $85Y�umtl 6 SY *a9 a 9 A €II ax+s iaec 19i ava "� 6 i P.eVa Ofi2 13r Od;,53 0tn36 6033 a. d1d Vdrrm fMtm.:. 1 a0s 3a G. 0' $ 9s9e 13x d G YY 598 P.kk Ai'.0.9 I-AS tL312 1$� 37IIWJ 2 5& ®Imef oul AM ha45 RC1}6�d E. 2Y e :.. tea 122 PM 4.5 AI44$A9a5K Vnl rens is Wlxe �ftY`Gti W'nORFlaad " % 4fWunw #.. 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M 'sb(w.rsa % v d— % W.- 29 Cfa3al'Scadata 3tams 3 Ma9afl'ae:k5 $&urpc F r:-0.,vrMn SliirBM Ftn es A9 rYw&rYa 51n&k TetiFC.ers A3 a:,pe Muho-TiaaSnM 1 Pas3anECeds S iHt'1e„STere 51ry33p Units a r=.0..nvk�5lfz imiaas SIS,ArIg M.ItiTat{ars #2-Aaled•'Y1a�Sln M Unita. 6.S,heta i ,.mics. 9 5 Aak Sa IeTvatlers u-ME Mu64m5rau4 s � x � 1 "'gill1 "1111, Mill14111 .i'lGn It n, n,u I I,, IIS � oa IR 1:11g,I I u 4w �� m a n u�. nrt w � s Summer 2021 Data IWI rsytf.. c1- C w Mw, gp � Yyt t. 0- X. 0` ,. � vLutbers Road Mme" f 1 - It 51 < Y '{ $ 2IRIN 5 Nk 1 t � i. ff v te _ ATA . m Ufess j 4 ' r b �4 N ,. x iswl "� „ , 1 Proposed at EF1 : • StorageN- I111II STO 51180 Wbst Mill Road IN Hamletof Mittituck, i County, Or b _ �....:. dStuy Automated Traffic Volume Counts stonefieldeng.com S4TONEFIELD 584 Broadway, New York, NY 1481 engineering &design 718,606.8305 t.201.340,4472 f. ATR COUNT SUMMARY- SU M M ER:August 1, 2021 through August 7, 2021 Proposed Boat Storage Building- 5780 West Mill Road Hamlet of Mattituck, Suffolk County, New York SE&D Job A NYC-210049 DATA COLLECTION LOCATIONS: CR 48 west of Sound Avenue NB SUMMARY: CK 48 CK 48 CK 49 TIME PERIOD Eastbound Westbound Total Weekday AM Peak Hour 639 436 1,075 (7,30 AM-8.30 AM) Weekdoy Midday Peak Hour 588 633 1,221 (12:00 PM- 1.-00 PM) Weekday PM Peak Hour 630 935 1,565 (4:15 PM-5.15 PM) Weekday 24-Hour Total 8,040 8,865 16,905 Saturday,Peak Hour 992 639 1,631 (12:00 PM- 1:00 PM) Saturday 24-Hour Total 9,947 9,908 19,855 ZAL1C%YC32021%NYC-210049 Strong's Yacht Conter,LLC-57BO West Mill Road,Mattituck,NY%Field Notes Photos CountsX2021-08Q021-08ATR Surroary-County R(Yjte 48,xima of 3 CL vl � ` E 00Q DC Q 41 CL 8 E oz ca 0 o CL ca .� E[ sae J'` to G? CL I u OD r !:4 awnloA ApnoH ,� � db � ':+ti" "4?Y � se9:. m �"t4� m. ,'k!• .e�w: �.td � an �:.. � a+ �. o @Q.1 'K . �1Ydt, 'Ji 9` '%f: A Md N Fs; tw�+pp. pyopy... py y aig m f"�y t+++��y •}.' WyyP O+ a. 4 'f$ R ry� may.. V j, . y p. ' 6'1 h` ,,pp fs 4'' ex5 "� N aei 'CA.:,, o 2r IL y EV' Nep W A` ;In 7, ,� � Ja� � M ce in Vis* rmo�w.. R 13 _ m �+ e .nAb liz +� ew .wa nt3 a „� �: ^n idsAZI t � E r , ..r4n ..us a ,p .$ e,.. N stonefieldeng.com STONEFIELD 584 Broadway, New York,NY 100 12 00'A engineering &design 718.6OC8305 t.201.340.4472 f. ATR COUNT SUMMARY - SUMMER: August 1, 2021 through August 7, 2021 Proposed Boat Storage Building . 5780 West Mill Road Hamlet of Mattituck, Suffolk County, New York SE&D job A NYC-210049 DATA COLLECTION LOCATIONS: Cox Neck Road north of Westphalia Road SUMMARY: Cox Neck Road Cox Neck Road Cox Neck Road TIME PERIOD North Southbound Total Weekday AM Peak Hour 73 94 167 (9:45 AM- 1 x.45 AM)_ Weekday Midday Peak Hour 103 98 201 (1:45 PM-2.45 PM) Weekday PM Peak Hour 114 110 224 (4.30 PM-5:30 PM) Weekday 24-Hour Total 1,322 1,328 2,650 Saturday Peak Hour 153 158 311 (11:30 AM- 12.30 PM) Saturday 24-Hour Total 1,676 1,668 3,344 Z:VUCXNYCQ021NYC-210G49 Strong's Yacht Conter,LLC-5780 West MW Road,Mattitock NYTield Notes$,PhotoslCountsV021-OeU021-08 ATR Summary-Cox NeO Road,xlsx 103 6 I z x v Z eft ce t tj 0 . CL Z s: 41 44 6 CO cu rL OD CLJ 2 r ` nor co � q _ u ownloA ApnvH = x a 1 � t.. �` � ar• �' r+ .eat' .n � .�� � �� � '" � .,d�p4rti. "�'." � ,"�, �' '".d+ .ra "tl� .en �� `� .,n � w lc' CL i,•F 00 Q � Q sin _ r4 a� .. - . a 4It, o - g _ a 0 14 = MA zi io n "" sur e4,1ce _ M ,•. ch q °' TI w�i fM. to ts w M.m. .I+I. — Ca+ °'" „ m 2 .to "" r�M "twEll w My +"` a �-- dc IH _ - - A 8 in in 44 ga ' �' Y.,. +ul 'MM' Fe =, "a M�". T. ;WY" Pa �i! R .�'t 'D ', Q+ CM O] � •••. 0,�, "4t W4 m' Imo- iS XEb. �eme pp�� pp r+i�p 3: _ _ z- st®nefleldeng.corn 584 Broadway, New York,NY 10012 engineering & deI 718.60 .8305 t,201.340.4472 f. ATR COUNT SUMIMARY- SU M M ER: August 1, 2021 through August 7, 2021 Proposed Boat Storage Building- 5780 West Mill Road Hamlet of Mattituck, Suffolk County, New York S &D job - NYC-21004 9 DATA COLLECTION LOCATIONS: West Mill Road north of Bayview Avg nue/Selah Lane SUMMARY. West Mill Road West Mill Road West Mill Road TIME;PERIOD Northbound Southbound Total Weekday AM Peak Hour {9:45 AM- 10.45 AM) 17 l 33 Weekday Midday Peak Hour 23 21 44 - (1.80 PM-2:00 PM) Weekday PM Perak Maur 21 29 5o (4:00 PM-5:0 PM) Weekday 4-Hoar Total 243 221 464 Saturday Peak Maur (9.45 A - 10.45 27 25 52 Saturday 24-Hour Tata! 229 220 449 ZALIC%YC'20211NYC-290()49 Strong's Ysxttt Center,LLC-5760 West Mill Road,:Mettituck,NY6FIs1d Pates&Photots CountsQ021- 42b21.OB A'FR.Summary-West M01 Road.zlax I sof 3 C> (L E m E G EED CDGo . +`�► o c� ZE c OL "CS C o ` r*i 4-1 z Chi , 60 a. 3 � J u < u z ar+uunjoA ApnoH d: +ii *tom' go Y" tm u e'4 LA Ca AIT �2 '� � .4! d•SC2 .vy N tY a1Y. � .k�l"' nA ,R1; �'F Y+Y @ .,�i V ,;lN' Sk ?'S, � �- 'k? N .B!�N, � � inl y�•p @ M '�' a 'lYa% ZG N Traffic Turning Movement Counts 0 �G u Z 0 U Y 40(76){94} 4 400[901]{5881 2[4]{2}" I [l]{21 +—837[393](607) $2}[4] l 't] {926][608]644 m ► 1� {561[3 7132 ' E County Route {8771[579]548 lr [741[77]54 $ 040 d A LEGEND Existing Roadway Proposed Driveway Existing Private Driveway •u` AM(MID)[P 1{SAT)Peak Hour not to scab Signalized intersection Proposed Beat Storage Building '780 West Mill Road 21121 Existing Summer" to 31"Rofflpfl E F I E L D Hamlet of Mattituck,Suffolk County, New York Traffic Volumes Traffic Impact Study SOUTHBOUND 0# 1 WIM r i �a A 1 � � N �• Y CONTROL D c cd 1-- r TEVr 0 t#7 FSH i F µ .law s a w NORTHBOUND �. N ♦ ,a 1 w � a t a w SOUTHBOUND i .� • • •i ! ra iM � ir ' CONTROLi ! , A i TEV i PF + w NORTHBOUND i A ®i � (p .■ � M .s l * � 0 ON v w o�o s37 �:� N kico p � CD m � �� rq � � � to r%p C� a � cs LU it �} a N x: �F �y '' "ryOq-�ico `x': 00 �7 r12,� nu� u v a vena v vx ' c' 00 Ln a ' '4A9 ri.. T VXV q^` sm L�n vW 4"J t95 98Y 6f4 P rl r 0 'a � m to Ui co cs~ ¢ro e co Lnc �a 7� m C5 Z n c c sM ID 200) LQ �* i a Cl � $$(I 0 ei U m r mm B CDIL CL c Ln Ln Nr 14, rr4 rq m cq Ln c2 m Ln w m mss-. rn IDa OD e^k M0 0::*. Zgj" '4a Wig 1 Lh r� Ltd vmi.&"•:,9 t^-F+m+r3 ww a^8 8"a( ai x-a ttj F� r+d NNrqr4fNrq ry rw- ey 00 iS? g M� d I J eq Pw(iT'+ r+! 883 J Ln : €tl�-a o--s r r�s v-s,��cid,��'sw e-d dlt�era IS . ,LR fy 'sLn ... e ria M c' sa �jy Cy "� M f� i'�9 : } spa.-e rod � a r� Ln cm o in L�n me LU - SOUTHBOUND CONTROL ca En s � ++ 1 1 � 1 1 +® • I � II 1 r TEV w: 1 1 o {fir} ++ .1. r Z PIF r 1 N 1 1 1 1 y 1 1 1 NORTHBOUND' OUND / 1 r 1 Prepared by National Data&Surveying erviees Sound Ave & SoundAve/New York State Rte 25 Truck Peak Hour Turning movement Count ID: 21-370031-002 Sound Ave Day: Saturday City: Mattit ck Data: 817/2021 NONE AI4i 0 0 0 0 NON 0 x 11:45 12:45 PM NCi N 0 0 0 0 0 NOON 11:00 AM-02:00 PM NONE PM 0 0 0 0 0 PM NONE v I to AM NOON PM 4 � PM NOON AN 0 0 0 0 0 0 0 700 0 CLa " 1 4= 0 645 0' 0 0 0 0 Signalized 0 0 0 0' 0 0 0 0 0 1677 0 0 0 0 0 41 ASA NOON PM � 0 967 0 10.98 0 977 0 0 0 0 0 0 1 AM MOON PM +n 101 PM NOON AM Cars(AM) PM 0 0 0 0 0 PM HT(AM) o o s NOON 0 0 105 0 10 NOON 4-1 o.# fit'0 , 0 0 0 0 AM Oft__j O+ �.t0 0-1, <800K> A-0 000 0 0 r0 it ' i 0�� +►V0 C) 00 Sound Ave 00 Cars{ 7 0 0 e �+ Pe esbians(Crosswalks) .a* C3 C V-OL 0 5 1, L o.f to ot to 912 ., 4.585 144 .° ,.. ,, 4.22 03 t 0 :�j 0 0 "D c3 CI 0-+L + ! PM 0PM Gr 00 NOON 0 � � 0 NOON � Cars t vi t 0 Ani HT NDN 0 0 NOON £7 Gs PM 0 $ 0 PM 0 0 0 i fi L cs e) � ca c) a� 0,� t 0 0� 4-0 r3 � o � '*� O+�r � �` A-0 01 o 0 � i'Q'o,18, �i.ea �.� rte. ca�'a�bnnry rr- � ;0,5u�i � ro' s g ccy} Q. 0 CD[C] a? a)In C .7 Gb r� � nnr e va �3 IS ITa Q CD c LLI a�a ca ui ca 0 c, cs c c� c a Q�a ca u CD C5. LLI CS: a�s�e°s r=a rte ¢ , [If +r uj CD vw w*F xn,Mz ca.-x a+n.w �© y,��+ H�w*w w�aw w.•x,ter�a--rt�.� C7 C C, � � 0 a ; C) - Q fpm Q CD 0 Q 0 CC,C=, C_Y �Ujo(D Q 0 �G'3� '�'y. v„ r4 0 N Iw- ' g ck co M co A cql IJ;!m" cy, CD I Ln R,! Ln �,M� V z " N CIA ry r+da v its Ln'DP�«a n (z"C � c 0 C,Cc o 0 00 C>C:.CS 0. {a ' C9 O a o Co CP C�0 0 Cx� 0 M'-T Cam ' ID t 3 Cif W CD CD CD Lu oWoocC� � �QC) ' v rqr4� ` �CD,_ �_ ci t79 c qm a 0 o � z72 � a Ca,C �Ca Ca Ca c Ca C�sa ca ' Ca m Ln a tN 11,fn ffl Ltd oinouroloanc!noancan y ,pqy. 9 neat d;��w r'a f ra,-r r t"�; av � «Av x 'ria ews sy.-e r-r-14 3 r , SOUTHBOUND g • u rr � ! ! 1 1 �• •' i i CONTROL � m E- i w TSV �► PHF1 : 1 Lu NORTHBOUND 1 ! t: w �- Prepared.by National Data&Surveying Service u t ers Rd Pea Hour Tarring Movement Count ID: 21.370030-003 Luthers Rd lay: Saturday City* Mattitucic Date: 5/7/2021 NONE Ani 0' 0 0 0 0 NONE- z 1:45,AM-12:45 PM NOON 11� 0 2 �! 10'9 NOON 11:00 AM-02.€0 PM a 22m NONE 0' ' 0 0 0 pfd NONE 0 AICA NOON ' PM 4J 4, 4 %0 1� PM NOON AM 0 172 0 ® 0 53 0' a 0 0 0 0 1-Way Stop(SB) 0 0 0 0 0 103 0 0 0 333 0 0 00 0 AM 1OON P 0 50 0 0.86 0 0 0 0 0 Ain NOONI'M PM NOON AM Cam Phi 0 0 0 0 0 PM c, G NOON� 0 0 0 0 0 NOON ODM > 0 1 1 0-* «0 uthers Rd�L 0 0 0ca Cars ) HT j -.-0 0 N Pedestrians(Crosswalks) 1%, Lr) 0 0 _* L � a 5' t0 � 50-o � �; 4-47 1 ID ID 010 C:I CD L 0 W+ ro 0 0 PM 0 � 0 PM NOON 0 0 NOON 0 AM0 AM { AM .. HT AM t NOON 0 NOON C3 C7 C) Lp A ( pN3 4% f ro W,10Ln Ln LO cs 6 Id CJ Cd R fN 10 R 0 �a 0 : n DC7� �j.; � Cr ea CD—10 m �' 0 h ge r4 N CD g C B y 4 �7 c:7: C5 z yam,Q j CD Ca:CD0CD,C7 Ca 0 0,0 O Q EUD CD p J {'a LU wc' 0 C: 000 C>ca 0Q�5.. 'C7 C�a thyL, 0 Ln Ch 'm ON d'? � �,� �#�Cha te5��h�"tette '� � rw .w a-f ud.a w ung.+�2 r4 4 w t-o -a A 8Yi N YS i � 4 ca 0ccs o a c)C!CnC� 4.+ CD a C5' i'N as�a� �•ms �� .�+aw�i K.7 0,-r n1 0 0 4 ,�o Ca®-tom Qr SD :0 CS Q a C.7 0 0 Q 0:a C")0 CD in +«a'•1:4 C7 Ka C.7 :a 0 CD C n c>Q Q C, C7 47 a 0 C)OF 0(D CD o CCD CD cn� D s% CML77 Q in IR 1: �p � T � -- �_..... .. ��_._ 0 0 oc>c>m 0 ol0 C,C? ,o �r Iry rito IZ CD et 88 C' 3333 0 0:U3 0 0 Q C? CD CD CD 0 CD W CD LU aea0tC, M D 51 CDP CDP C2 � � M CD eg^ 3, : m Q CD al- CD 4:a>:0 0 0 :i8p a R I. b € yam �{g �h 'mac 1Op .te a c�ca C 9 Ka e 'a ear ca ,,CD fi ;gyp •i as a4 ay t,F QQ IP1 0.dX$ �('$4�F�Q Ln M 6d'p ! n " I{t;'" Prepared by National Data&Surveying Services Selah. Ln/Bay View Ave Peak Hour Turning Movement Count ID: 21-370030-004 W Mill Rd Day. Thursday City: M ttituck Date: 81512021 7:30 AM-8:30 AM AM 079 1 0 11 7:00 AM-09:00 AM ow z NONE: NO0 0 0 NOON NONE. m aM LU 04:00 FSM-05:00 PM Paul 0 29 0 0 23 ' PK4 4:00 PM-07:00 IM v AM NOON PM 4.10l` to PM NOON AM 0 1 * 1 0 0 0 • 0 0 0 0 2-Way Stop(EB i3) 0 10 0 14 'a 0 0� 0 j 0 43 0 82 0 0 0 0 AM NOON PM 0 0 0 1 0.63 0.73 18 0 8 Ai1/i NOON PM PM NOON AM C PM 41 0 2 21 15 PM H --jom oL NOON 0 0 0 0 0 NOON --J o o 0.f t.0 ANS 23 0 1 10 7 AM 0� $0 04 -0 0NE4--o 0 � W Mill Fid C fid" a � Pedestrians(cross i ) 'fir 0 ;0 p L z z —j4J + 0 to 04 <��, r0 � ON* 4. 0 0 f0 00 CD 00 0 0 Mole 4% 40me PM NOON 00 NOON 0 C � AM 0 0 AM csw NOON 0 0 NOONL PM 0 0 PM ' 41 Lo CD 0 CD o 0 cl, L o.f ti of 04 0 41f �� + r 0 isi <00 0 w Prepared by National Data&Surveying Services MiR Rd & Selah Ln/Bay View Ave Peak Hour Turning Movement Count ID: 21-370030-004 WMill'Rd bay. Saturday City: Mattituck Data: 817!2021 NONE AM 0 0 0 0 0 AM NONE c z 11:45 AM-12:45 PM NOON 0 13 4 0 19 NooN 11-,00 AM-02:00 PM NONE PM 0 0 0 0 0 PM NONE v AM NOON PM PM NOON AM 0 t 0 0 0 0 4 0 7AWMN 0 1 0> 0 0 0 0 Z W /� B) 0 1�6 001 0 0 0 0 0 0 PM00 0 0 2 0' 1>4 0 2 0 0 AM NOON PM PM NOON ASI C PM 0 0 0 0 0 PM HT c NOON 31 0 1 13 NOON —i c oL 0� t 0 M 0 0 0 0 AM 0t t 0 [ �0 0.+ 0 OZ ♦ rr 0 on0� * "0 WMill R Ca T 41 4 4.* L 4 a z 5 �► as Z8 02 of to0 Ln P 44 0 Lit 4 ro 0 PM NDN NOOfid AM AM 0 AM 2AM H (PM) NOON 0 NOON PM 0 0 PM t J o.# t 0 + e) o ca I 0 �� 40.0.* 0 70 0.+ 0�*1 4 X4'0 z ca OZ� * r►r 0 7 0 0F -100 0 CD CD M co 2F _... 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F' Ln 0 J � o0C) LMp Ln cu O Ln i in uj w O _ .. CL0. 0CL CL R LM Ln @ � a� tt 9" 0 s v 68 CD ui �r cs s UJo i-► ' cam C;) C KD Ln 0a rq C) C • ; CD�al CD 08 _----- __ ---__ -- � = C)CD 0th0 0CR £g mCkLn 00 CD C3, CL �ZOW000000000000 cc L5 � rq MnM tJN cam -y 14 N C�<a a rpCa a �- F C,:2) maa aaacoo a En a� a LU m Cl lu ,-� a as as -3 � rlLn �ag W ao � aaaC>000 coeq'o 8 Cl) Ln a` a Lncc aaa C>aaaaa Co -4 fn ,a rn CA a a.. 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Jul 241 $ ` it 148 It.% $25 19 a �,... MA5 0 0 0 7 i 1a as ❑ 31 SS a 0 151 3? 17Il o us 17440016 a 9 37':45 1 2 0 9 1 15:80 4 : 9:9 17 i 1 p .0 Y 18,15 gS S5 1 d 118 18:30 19 t. 2 1 a tl 30 MAS7A i3 1.. IBM15 1 a 0 0 a 8$ 19!19Ax S9u30A3 2 0 : a 88 A` 79;45 a 4 2 0 0 4 6 20 42 5 A 0 5 21145 5 n3 aY o 'S 1nk303 1 0 a :a $2 WAS 3 31tt%F 3 � a 0 48. 2ns15 21051 3A 0 3 2114527 22'"1 4 a s 0 4 2L•$5 0 17 2 a 0 a 23 22 n03 1 Aa 0 22:15. A4 1 390 1 A 0 0 a 9 1 29315 14 28;40p 4 9 g a 0 4 NNP pS 4 : §]53 Prv4 f81 9 AW Wk a EAPi 1t £ 0 t� NP � P9a d 93TE 9§ PNPPaak vw as;P icso a�; s tm ° p4' as t mass a >mm sr Diet 60tul Ptak P*00& AJ47.9 NOON12.2 PM 4s - fiulMsm Nn1u off,—k Vadmeg 12#1: '' VmWme ;.. 9b Valiartp b wiurryv: M *---• 16'� 8X54 +�- 14% 1125 ."tet n5% x256... y-�.y SG% A hSata ypPegC7a€FIGeaBdtals 9�6�MBtQlbf 4 a "s' 9 Z1.1,tPirmo-ad A'sfa;Pl k4t 4Pal[s 14�5,Mx SI1111 Talars A z. t Va35mrtgaiC Ns .seaple alrias a a•q nxlmS Ic'iraltess TAxlm Aiwq.?'railo;x 3'+ .4 TaB gln Uni4§ 6 3Fa�ly la Dams P 8A muS AvK^NwICI.Traigars ffi Ngxlp:5i Tre'e4t. FZ.&Am$�x h3uMErvTaa3'aaig: CLASSIFICATION On!w'sstlay New YOrk State Rte 25 Tru&W/o sound Ave 0a4e."MV4P1:. attr m4ttft-k. NY22_3NeY31_Q0I, �6it 9otrrrd. 4Ak00%ar9 0 6 1 MIS 2 7. mto M6, v 4 019H4 0X+29 41:34 42:99 1 3 02:00 2 1 02:T5 4 a 0 0 0 8 02.30Y. '� 0 0 WASP 9100 1 0 0 0 0 0 8 1 48.19 5d 1 1 4 A 03m S 49199 06;44 4 1 1 . 0 00.19.. 04-10 os 7 0 0 mS 1 Was 09;94 i 8 0 85099 :17 2 3 0 2 06 4 756'7.9 A9 a 1 0 69 Mall 0 93 OAS 2 53 5 8 0. 0 0 A98 091,44 1 0 178 41:15 0 � 1 2 ,& 2108,00 . MAD 0 TT 08:19. 0 7936 3 2 1. 1 09: F T 39. 2 '.:5 2 0 1; 0 11. 09195 84 36 A 2 2 S 2 0 121 49:80 1 MIS0 71 31 1 � 0 2 0' 3 1 tow S 0 0YM;99 A 2 0 122 147,18 S 69 2 '2 14.25 6 22 2 a S Mae 91 21 54 Al 109 213494 X2:65931 X 1X X21 P4f A20 1r 1 22 T2;X9 1 1 0 199 12°34. 0 35'. 1 C a 0 8 T 12AS 0 1 2 0 a 1 S 1I2 92 1 0 0 1/ ik34 2 IRAN 67 4 9 0 1 TG:84. 19 g Y T X26 24.15 0 9 9 2 1 :1 4 123 265 9d 19 :2 0 111 16:65 22 0 :6 0 0 8 11 X5584121 ; § I Y 15,19 :.0 118 ', 4 2 4 �, lSs99 306 '. �i 3 U 21 15;95 1 1 1 4 196 16.25 135 3A 2 X6030 ISY: 22 2 :5 � 0 2 1656& 126 1 2. 0 0 166 177,7,1 127 28 C Y6 i1s.1696 a9 8 17,20 1 0 X2 17x85 0 21 p X,29 X6a08 9 37 � q 0 0 T9.as 13 a # 4 s 18:30 4 14 4 © .b 744 71 1 26.65 0 68 d7 X973A 1 4 a 5 1943 476 1 2000 .51 . 24:15 q.' 9 4 0 Y 4 0 0 M30 0 37 6 24A3 72 r 0 0 1X140 1 44 0 11.223 4 3 91 22:98 34 22; 2 2 0 0 1 0 2B 2235 0 1 2 26 22.94 27.. 8 c 0 22A5 23 S 0 0 d1 0 1 23;44 S T 0 0 4 0 2. 1"29 0 0 19 2&90 8 27066 1 4 xaw% s.e�c ssu F F m m ❑ T4s ,VA Peak 84, 8915 85234' di=Yp m6.A6 d nae +xm i�dRl7dien� 1 61x >85 F3 ap 6 85.15 47xa, 26 i F7 864 A6 W6 d §55c 1:F Rsi H% A6 R B 0 04 phiw®nk 4ildi :x801 1a, 17154 1Y.$p ,x a, m m7 M YJdlurma s rvs sio ,10 ys... P ia:Y3 47,;15 it 1Als a7iea&$l fli�POdk 65 AM 7-9 A2^2 5 F 526 i4Rtt:dsaes. vaiurite PAA9 dt'6 09 peen V'eAumei sc uw 7t '.. Vr4ureir 1125: leg ...923 : v'atume - Y3� i16ID -*:®`F i5g' 9475 r-^. SSS 8 4 4uses 2 a�6-iulre 4l gMe listts 2 Fasa.5n8��nB 3 2Axle 6=ttlld Ftlry81441�'s %«t•Aelm Si�lc vrxtic¢s: 4d}-S R.le iluBAa PeetPen 23 set Axt¢MuF[�-YrimBTr 2..1 M1a&e,C-Trac Sim 3a Uuit3. B 8-Axlc S4 le 110x11 y%, a1 x-SRKI d�ki.Talens.. bd¢85i 'Tra ieAi FX GtAa5e hlului-Tra2vlg CLASSWICATION Rang:Th—day New York Stake Rte 25 Truck W/o sound Ave (bate.MI Ottr matOluck. Peabect 6:NY21-370033-QG3e Cast B..nd OOM AM _- t :....0 WAS 1Mao 2 _. R ■ 6 1 0 4 0 1 4P96 47 O39Np 45.1s 3O 4 4 1 O 4110 0 0 : O 10 1 , 01y9S� 1 : 1 0 1 42;04 02:90 02:66 0 0 1 48:44' 49915 1 0 09.80 1 � O 1 47;45 4 1 0 Mao 2 04915 0 0 0 O 04:34, 4 :1 0 0 0 ❑ 0 O414S 4 3 1 3 ❑ 0 45k44 1 1 9 05116 '. m 03cs0 4 6 1 4 4 0 46545 1A 2 0 29 46:44. 47 ,A9 21 0 p a 0 44:15 0 a;9 18 Y 4 0 0 4 069s0 73 9a 2 46�AS 4 44 & g 0 47:44 .1141 OY41S 0 '72 0 4 44'k3a Y; 5 4 071 Y 2 1 1 47 2 447 3 A .00 54 MIS: 0 ISA 9& 1 1 4 2 2 O 04:.10 $: 34 1 7 4 4 O 1 48,45 27 2 : 0 A 124 04.44 3 ] 43 3 0 1 g f9 & 7 1 171 09c15 79 : 27 9 A 4 464 6 .2€ "3 5: O � 146 xla .5 9 6 4 O 0 1lz 47 10:000 0 a6 a 4 4 10:35: 99 $G 101,309. 40 1.. 4 4 -4 13 54:43 1 41 51 O 4 8 14 A1444 0 45 gl 1 O 157 11.ti5 'O 2 4 305 4 2 13 21m554 �2 3 11145 9 1 ;11 1 :4 1 12:00 PMY4 44 1 0 0 Y 4 0 166 32.15 157 32 2 1 2 44 121.30 133 23 0 7 1 4 2 O 1 a2;4S a 14 a 17x0® 0 Y I 25 1 1 4 0 naO lads 19 21 23M2 2in 0 39 4 196 2 6 MOO 4 154 27 1415 1 29 1 19 14194 nSs' 14 q d n 14:45 Y 1 5 "1 0 O ® 2 35,-440 14 34 1 4 0 201 16*.xs 11 340 186 7 15194 15 37 a 0 0 0 1 16ses 1 : ;k7 191 a6mOO O 144 29 .16445 1 1420 O 17 2 2 1654 aha 3z 3 ,.4 0 0 a7 Y845 i 25. g0 141 12400 0 142 22 0 355 17AS "1a 37 O 18 171 los 2s 1 � "' 4 1 44:1.5... 112 16 :1 4 1 0 a 18741 S g4 0 2 & 0 0 Y 46,45 14464 1 4 109 19'15 62 13 4 04 4 1 1994 7 4 19.45 209m 2415 69 16 6 Mal 17 :q � 0 24:95 Y 21;00 O 64 24 A 4 0 0 4 A 64 21415 49 6 3 to 211.70 21AS 4 1 0 0 MID g s6 2215 3B 4 p 10, 0 2 22:14. 2..,. a � : 0 4 4 O Al 22.46 0 91 Cd 0 4 0 71 21,00 28 1 4p 23:.15 1 2 4 3 29'.'34 UAS 0 14 0 %ob'1Afia.{q � a5 44% 1% 3`f tla: 1arcM 78bH 41f 4g; 3f e % 26% Nab 1% 8 3a. A5 a '3f5 NA Pip 4&,Yf d1;df 0k;a0 0a a3 oT,1,0 05�€5 4t�.aa" a1 tb4 43170 3&# MNeame 3 558 a ".T a 94T€5 4 4915 k Y9 i X :0 i dW 16 7704 tl 5157 1 4% T a4 egy m PhM PtlekN 10.4 1980 1+9.aB, 1Au15'.. SA3s '.12V nm;4 51i10 veau a eaf € Z& 5 a adafe xfs 4IT64t4atg97 Peak 40rtodf 14M 7.9. tY€taRF 12.2 and v4tNassef 4al a Pa446 Pe4kVbWn % 1k3ume volume.. 126 1973 +,ma. _. _. i5$a 2566 4k4sf6icatkx44aWi n@Ibli% I aaataiiytC� dikeWf a m e4.W,ps rgie aJn 45 10 aab-Aaa x asxauereer€ psi x 1,.k ta.==7,a.ieasvir.rraiien R a�N%Ee,�YirNSin11��7ay€ a r-B.SnkkS n¢&fira�Po�g 11 stt5-ett&hiti10-FaaAe2.. a a�1.5a,_N.lme 515 avnrcf .4 a-2�1a51 R«u��u - f s,gay:sr 7�a4.xrs fx e-..a�rNwa.r amr�; CLASSIFICATfON oay.rrlday New York State Atte 25 True W/o Sound Ave W23 M7:Sxateisuck. caeca .NYU-370095_ 4as4e00Pad 01�CkFYl119 12 5 ' MIS 32 -..$ 0 :-:0 00.311 OPAS a o a 0145 n 7 0t;50 1 01SA5 2 0 0 02= 0 02;25 3 MAO p F 0 0 0 6 0 02:45 d 0 0 09; 8 G3u35 3 0 0 d 0 , 0 03e34i 0 1 � 9 09 OA.00 2 2 0 0 0 MIS 0 3 1 x 3 0 0 0 p 0 2 OA:3p :3 Y 0 S 04.45 1 2 0 0 2 V.aa 9 1 clzcls 1 $2 1 a a i 0500 n O&AS o"Oo 0 d9 12 2 3 06.15 37 29 Y 3 Y 0 0 0 OB.to It G 0 $ 3 0 Y3 12 A 2 a � 1 11 11 0 1 07f :as Ise m.$a $5 5 0745 457 51 i 1 ester 43 n 08.15 xY s 4 1a0 14 ❑ as;39 11 89 37 y' 11 a 0845 Mao Iss ser 3s 1 $ 9 a a 1 05',Ys $ Sd7 1 09 sa 1 do.,* 53 29 10:00 1 Y13 � $ 2 1 SOtts 0 111 35 2 10."30 12 30 k 0 0 01 1 30;A5 2 M 22 2 2 n ..., 01 161 Aim 133 A 9 204 31: 173 96 1 0 5 0 17 4 22 1 13;45 i 4 a ,4 1 a 0 21 i2d70 PM 0 212 3 ,2 10 121s Y i3 25 3 3 Y n P O 251 5Z30�. 1 17 28 26 1 0 0 �. 12:45 0 1 0 1 0 215 18 1 17 2 1 $ 0 a 13,15 5196 1 3 .i 1 1 0 M451g240 IB^ Y 55 29 115. 1 27 0 7 1 0 0 19 14550. :.0 15A 27'. 1 :2 2 197 1A o5 a a 151 2 32 3 0 1; 1&M MIS 3 i1 3 0 1 $ 19 15:90 443 � i 0 1 1 2114 15 172 3A 2 - 0 1 4 34q :Y 1 0 172 11 16F30: i61 26 0 0 172 iS;AS 594 30 ❑ :a 0 d 1 17F00 $4 t2 0 259 17545 1 53 2 1. 1 17 i7 147 19 2 1 11 1 17545 111 2 0 p 1 16:90 0 13 x9 0 145 12A5 119 1930 1&450 YO Y 0 ❑ 0 174 19380 12 13 026 k4as 3111 17 3 0 19 A5 S 0 $ 0 S3 5 1 0 304 20;011 99 15 1 ❑ 10 2055 75 9 0 0 0 0Im 20:30 7A. 5 0 0 0 0 at 20:45 0 S 14 g' 81 21378 7n :13 2 24;55 e4 18 t Mto 94m 14 t 92 ZIA's 4 0 0 22°110 0 43 0 0 0 5a 82:19 0 3 33 0 4 53 229 9a 5 1 4 5 2214, 21tce8 2 0 d it . 215 0 21 2330 g 3 0 0 0 27 295 ST 3 d Sme-r�i_ asc iatt 1 a: osc >ays e% 8 �d 1 dASY 895 39': ilSY 11 1. ] % psa iT 9 gp17 d m5 Ma %4h pm Pork 52u 9w ba F 1 0 :A A 8 VIXmmo ': . 111ra4 oma l Pe4k Parbds NOON i2.2 pia 4W6 Ala Ca845es wolw:nue %k vo— iMr4>e0k 4fidtaseges umiuRa ra uwume- _ 32% 1797 •'�"+' %69'0 1431 -r'^^R 1356 6282:. +.--s. � _. _ a134S�KA11rN9 a169d�r�0JiS _. i h5o[wcyNy„ 6 9n6d?9 7 r W.dx94es alk Gn az 10 s.d:ax 2 wa%ses8ar@:s 3?Aute,d^T'uw Cin%,•umms. S+mC xaJlars: 55.=_T.RxI0�lu,itailea3 5 9,Fa9x„A-11rm5 ieq@n8§ @ 6 .4Y1�3Iog�TfB fCi 11 ea°,'-bm'�Fiute ied dem _ 6 3-hrle;ln&e Units 6 5.k�e i.: fa hdoldas 4Y 6Ark rtlstln0-Aralers: �mq.X4Ylerv4Pdaa ewttiMMHHmyirod CLASSIFICATION Mffw Y00 Stste Rte 25 Tnwk W/o Sound Ave p0yc Sak4f�y, 1581¢..3J'713i. 11AMa mattituck 8:NY71.-3.70u91_669e. 9-t�;rsand 00,00 AM 00,15: +} 14 $ 6 14 64:84 2 4 17. 61«15 9 S 8 28 : 92:45 5 62� 66 62115. 62:56 D 5 8. m 6 6 62 45 4 1 0 6 8 as b 9 � 6 MIS fl8a45 5 '.. 9 Ti 6 5 04,56 a g, 64,1s ct z , 2 44'45 s 6 d 9 65146 65X5 12 a1 0 6s; 7 6&69 45:15 4 36 s1 1 1 6 4 85€34" 261 5 9 9 49 p7^C 264 g p 4 a 4.,. 01 42 62Is 25 1 as 6e,;ta4 5 as 34 2 1 6 6815, 8 21 1 7: 2 1 3 6 6 6 137 68.96 1,. i1 5 2 6 its 6&48 U 98 32 a I 1 63:15 56L2S S 13 1 33 2 2 13 Mao x 5 0 68715 13 S6:d64 15 5d 1 2 S 1 Ia:AS 1 2 1 l 0 165 1Mao a 1 32 g o a 2 IQ 173 26 35;481t= ; : S7 IL-15 0 2 SI: D 1 22 13.Y5i 19? 65 ':.2 g 1 6 L2:001 1 21 3G i 3 1 12135: 21 5'.. 1g 259 S3:3tl 1: 264 32 1 ...,. 6 9 52.45 166 29 1.. 4 1 6 0 9 5$I4 19 E i 6 «7 2 13,I5 4 21 332 13M i? 5 5 9 6 14:Y5. 4 189 31 i. W 1 6 6 233 14:¢4 374 25 2 25 4HAS is 34 5 ? 6 15416 5 g 3 6 -6 593 is-is 153 23 589 15r $ss 19 ,S 4 L If,16 1 i39 1 6 9 38:15 114 18 g,. � 6 173 i8r35 F36 14 - :1 6 9 1 1*45 g p 2 {! 5 Mou c A86 17515a 0,51 10 4 LIM 127 17 5 a6 57845 g; Cl 6 lam � L. is I&.2S 95 16 i 1 18156 91.,. 12 :6 2 6 6 1 I&AS 1 8 q 6 U 1 144 14 P 117 29:90 242 a 6 0 x9545 o a 31i^a� 73 34 247:15 11 6 6 6 6 � $ 2636 a 0 6 s 26•.45 0 48 12 :k s9 2I', 35.15 31 4 m 9 4 5 35736 3x Is 3 0 ] L 22 xa m6c 34 22:15 24,. 9 6 22;36' 2 Q ° 6 'D 2B 22:45 6 2 A 6 6 6 0 285D0 a 1 5 6 9 24 233s 34 s 1 2a 2a;ffiq R 6 295 1 6 scaPHHaa": 1aN rses :tea: 5� R uas 4u 9 a4R 1 x95 rat- 7a 9i 19 ;.,� 1e K ph1 UH 8b% p A}a A% U9w ARM a4H pH�ta 1Ha uwwn 261'WN 5 5342 71S s Rss' ax vpRa�u%x Rx R>.s, a#rextiandd P4�c Rer"wds AM 7.9.. 82.3 PRu 4�6 F9f Can" 'e+lme. Of87aaaa lFfl�rs.MF 9e VH[u�v 55 YtAiume... % 4aa+*ne, 44 1883 '-^'^<' 194 118& «r-_-• g2 : c„g r.®K, 59% WIavRN#C tloan 8hae¢H -- 1 Pa�.dKyeles 9 8ensb' x a aa-nu�fm5 dap Urntl s4 ss&rtal S nk+e ProWnrs:,: as r_9 kne n4aTrallees a ,Aa 9�R ep 4 405 S 7-AHI¢&Piro SugRle aeH�as 9 a-H,psle 5 nglm 3rmilms ay =5-pxl N tti TtNtfwg 3 tln m unlas� S 1-AxIeS leflldds R S-N.Yfrz 51n TieL 32 bR+.t�PAUIt IYa;Rers:. p+Wna.�'NtlMwgy,a&8ave�p.t�{¢yy CLASSIFICATION New York State RtO 25 Truck W/o Soured Ave Dat.9"21.. 6h"•A4auit.k. 11 11. PfOlatt 6r NY21—37@D81_003ty West sound 0&q AM WAS � � 0 0 0 1 00°90 630 2 x 1 0 0 0 0 0 01130 S OSAs 0 0 0 02:00:: tlS Dz:as 2 i, ° A. 6 dam Qa:15 43:x0: cam ° ? 0 0 0 04!10 0 0 ❑ {} < 3 04X5 5 2,, O4e84 Q B :2 A 04.55 aS 2 {! 0 p 0 A3 41'00 13 0 1a Muls 29 1 65M 29 051,455 14 1 1 4&06 : 28 1A 1 8' 0 ❑ 31 06:15. 3$ 1 0 34 g 645 -0A 0 2 1 67:15 : 17 14 0 6 07:30 j a D 0 1s : 0 3 T 876s 1 0 a MISas 1 0 d 0 1 0$;13 1, 25 i 0 10: 123 IT.. 1 7 A 0 0 11 WAS 1 114 So= 31 is a 09:X5 48130 ia3 3 0 1 01 ,i6 00AS116 22 0 4 SOS 12f: 27 2 S 10:15 i8a30 103 0 4 0 155 =45 12 14 a 0 0 1 0 140 11: 9 13 29 4 0 9 0 1 13:x0 341 4 0 0 1145 XS : 2 '2 .0 i 145 1240 PM i2:15 i 40 0 142 12' a17 13 32 0 0 aas 12^4S 1 27 2 0E 1st40 12 25 :4 ills 1 11 0 ism 97 32 ,A 0 34a 1sY 113 20 5 14,001$ 32 0 1 14;35 0 0 19 14eS 0 122 31 0 345 U A5 1 13 25 1 1lam 171 14 0 ,1 0 0 6 0 15x1 1 0 '. X if 1 As;40: 155 53 1 S 0 0 1ae3s 0 194 2 0 205 18:30 0 4 0 & 1 161 5a 3 :5 g 0 0 1&45 0 743 4p 0 7 a 18x00 0153 4A 37:15 31 s i 0 753 17th 1 ,110 37 17..45 3&^00 0 157 Xac15 385 31 0 153 1a30T15:, 23 0 0 1 ga;45 0 x 21. 0 :3 0 0 X ism 0 121 1 10 332 10^15 1 11 2S : 0 6 14fi 14:40 72 z : i5z45 101 ',.£11 1 0 20 75 3a a 11 ' as 10 1 97 6] ❑ a5 20 50 7 0 2ba5s 6 S 33 1 0 ® 00 0 21:00 0 l00 21115 44 ,X3 1 6 7 211.10 1 0 0 21AS 0 42 0 AS 2z« sz 4 0 41° 2215 33 4 1 0 55 22130so 82:45 15 1 a o a22 2M6 13 1 21.55 A7 2 1 0 0 15 23rAa2&45 6 0 0 D Sit aac _. sAx :-xrs a-. A 4w iia wn atw aMWv N an9A sta 1a aas 9 - %s a as o t>o aas o 01 i as oAa0eVd ants um1 ww 9 49&3 SANS 1 i 101 at a Y N aw 3x4 ilw {tk Z94 R 4M d. 9`i 4� : Afi9 e Pse k4tlorrag otreeecanet Pa4a4s AM 7.9_ NOON 12^2 AM 4-5 Algt�sxa9 Va1- 0143 P4akVaaemas s voBumc 4 '+plume ?b Vdu as 954 *`"" 101A Ilga a--..s 1395 1975 *^^-* Sa% 1 M�cs.�tassNtsarttwn OaOnazkans - zs9a x�€9rf a 9a.� r bw AsaslaOlen�S�: la s-5:p>;Ie s19g1s rrs�fe3s 31:+k-ante l4mtt rasteen R 5 z.Al Fa, 3 PST.sgl@ U",L A�-§.R#e xmgtp tsaaers tt r>s-15,1r:S9�ePor.a9d11zes ANG,-0-FneS la UrtC5,. G&Axfa5ry 4eUnh 9 5{rxk5".:It S'aailnrs: 32 5< axie9aun�,rrli�.c.. CUSS€FICATI®N 1A ;t ,w New York St8te Rte 25 Trcatk+W/o Sours d Ave m 0/21 L6Tp^maCBlt-N.. WG31 R.NY21,,,37D651_d%7v 1p9ms184uad 44;44 AM as:15 7a a GD: WAS 7 2',, D 0 a v 0 a a1M 1 Olr15 41:34', D 1 A d9 a 4 DSAS 1 a2:44 Was f 42134 q 3 3 a D 4 D D D k 43245 43'44 OAS usnIIs � 2 a a 44;44 a 4 r a 1 M. 1 44;34 s ° a a n 44145 q., 1 Il 030 2OAS 1 1 Pe a 31 y 46:15 17 a 8. a a x6;94 44 5 a a 55 44.46 6 46 1 a 15 +2 a a m 7 91 47:94 #2°A5 67 25 1 2 4 1 45:SS 1. 2 a1 a5e34 79 17 Y : a 2 1. 1 DIAS 11 24 3,. a D a a 242 O,44 1 921 4 1 >1 1 a a 142 42;15 47 :4 1 1 WAS2 1 21 WAS � ' 14.4D 141 1 14:15 m 141 14:3 1 23 1 4 D D 1 14.d,# 1D 2# i 8 1 D a 141 11 aG Y IIIIa15 '4 :9 a '. 1133 11'„39 24 ..8 ,7 4 a 1 12"Ot4 Yhk D %%1 :1 A2t15 1 36 2 a D m 12,34 12: 25 2 1 1 D D 1 12;45 13 E P ❑ 2 D 4 158 k5a44 107 57 5 ISO4Cl 125 �2 8 4 18:94 1 }7 a 13x45 4 1 D 1 22 9 14.E 116 32 D 1415 117 19D 5 D D a p 15 14:34 117 8 19s . D 1., a �S 14 14A5 171 2 a 2 D 151 p W >; 91 4 1 25915 12 42 1 i5g94 a 12 : S3 1 b S 3 a 119 15x46 14 16.44 172 49 4f 14 16'15. 1 47 1 '7 D D 281 16;.54 a 1S5 5 4 D Cf 4 148 ,GAS 17442 0 17 k7 9t 8 a D a 21 17:15 1 444 217 DIMa 1 33 2. 1745 k45 5 7 19:49 24 fl 7 135 4 1.. 1 S '.D a j a 162 mao 4 %. 12 19x45 128 26 40 D 12 19:II5 7 12 98 1964 24244 141 23 219 a a 24:15 91 125 24:14 11 �,. a a M45 81 43 a a R 4 2 5 23n04 4 :1 4 a 4 5. 23e15 2 9 1 so 21/ 38 '217 45 S 1 1 4 a 22;44 2.215 3 F 1 D 4 a 4 3 2.2:94 22x45 14 5 4 g IS= �2 2 1 4 D a 1 23925 a : 28134 1 '1 %oCT ks gSK %Si a% i.. m96 9b6% 2 1211 59 a '; 1n :w.a cWxk :31 vacurer uw�mm' o6wc27anetl Yem&Aaxdg. Aha i-5. _. 12,2 �iz 4M1a 4Y6 449Veak Y9&u¢aes AN Apra. v -e 96 vcduanm ss Vol,— Ad uwd ridl 5mnse U" by:ted=ApM3lugde Yram'pry E3'++n]"Adv's MmtEt-Fra4ars 1 ptlF"d��{� 5 2,Atla Fedre5�glg(rnlis @ _q.pg4e Sitcpla alleys. Ss Jude Aah:Yrailest. 3 7�±+.ailr,;3riira Srr fe tiviCc. 6 i+ol4e$t Ip¢apps rc=5- n SNtlst sha drd leis ME 5-kelc3Fralti]'rail rMreeamrsaamnamaa.�.r�,ae ,�m. CLASSIFICATION Div wedd5sday New York State Rte 25 Truck W/O Sound Ave Dmez 8,74121 SFr mauihlk. P+aj4ct d9;Ny21z970039..479N! W-t 9:auwd — 9d:o0.AM 00:15.. 00:51 �. 0 a 45 01,08: 4 01;35 0 0 01'54 3 0 0 0 0 01345 3 0 02:00 d 0 y 02;15 02`90: 0 0 o WAS : 1. 0 0 0 0 dam 0 0 0 8 d9dc35 � 3 . 3 09AS 1 1 4 9a4:35 3 0 o d 43.90 0 4 4 04:45 1 t 1 0 4 0 0 9 oe0o 15 7 2 i a 9 3S 21 1 3 4 2 Mae 27 5 s da5:a5 � 05:00 3 z 4 MIS 23 15'' � 1 4 090 p17 6 05,49 44. 1B 1 0 0 0 071,49 24 E 7 3 0 0 52 oYy35 ,1 1 3 5 91 Shia WAS 76 3 1 ¢ 0 3 moo 22 1 3 0 0 Sol MIS 0 77 22 osm 2 1 45:45 8 22 3 120 WAS t4 'S2 1 4 3 19 1411 l0d 0 1 0 133 30115 97 34rS4 20 24 2 5., d 0 33 10:45 1 22 2 5 :- d 359 31;00 7 :24 0 0 0 132 33;15 108 :1 '.3 YG 8 21 d 4 1 111453 : 3 ',U 8 4 0 11 12:00 PM 1 S '0 1 d 0 1 18.15 0 112 56 1 1.'. 0 3 0 865 12.34 91- 30 32:456 14 37. 0 0 0 ism � 7 d d 0 0 339 3a,35 303 20 '2 1 '3 329 19.14 3C1 24 0 15A5 1 1 '..E 1 1 g 340 0 141 d '0 :2 0 1 1$.1,5 S7 43 1 1 ,8 d d lel 14:80 32& S2 2 9 14:45 1$2 1 7 0 1 3 32,110 13 $# 0 0 199 35.15331 12 A 4 3 0 393 kM 32 12 A ISAS 15440 d 182 3 S 0 l 2 HAS1 304 61 f 6 0 207 0 25 48 10 34;45 1 :S 0 0 Jim 26v3 � d 1 ;f cl 0 213 12;35 lie 0 1 d Mae ab 1145 11 1 lacca 0 12 34 1 d a o 35 19:15 95 19 3 355 1S:3o 22. 0 :2 0 0 11. 3SAS11 25 d S 0 121 19940 '.. 0 0 138 39435 7 lii 9145 075 11 0 2 0 0 1 41 2014041 24;35 0 0 p 5 2k90 d 32 15 0 20e6S 73 5 0 97 a1, z � 5 d 0 0 98 ago 4 0 21AS 27 2 22W 31 2i 3 d d21 MIS 2 4 0 , 35 82;80 1} 17d 0IS '22,45 0 3 2 1 0 0 ❑ O7 0 21 23:00 12 1 a0 is d 28r1S 3S 2 0 16 23'"x4 23e45 d 1 � 4 m o 0 1 #rvrra rsu Ya9a 1u am 3k isK 44b $ �h€ 9 9Go$ 4a4 34 ki a. 29 S E 'F Iak 'N9 9 Y: p]1 MY py 936'0 AM 6a8k a3% Vte: PMV04a49 1 i 4379 95175 27 549 2 i' 95 4 % ma'. 5]'S ES xg, VN6 4% p 4 a $77 a34 R'84k Yd 6}. VaSam f7NNS.Umat Peak Per[.& -.. AM7.9 12o PM 44 A00—ftYah ism % Volum, {f PBktr44udrmes £37.. +—M^`, � VWvme RS VcWma 56 5A� a afioamnvclvs 6®ra r a a#MI.Xtlu umt, ]a­6 qxt s 3 9ausv�ez Cnms R rMl,�sare Sru;glm xcn e,g a<*a=pyla faTl6tirgleAp-3xaUers SY dm?pMlo-dkvlPfiTxicr:. 15 x�]7aM nv�r-neffi]axs -. 9 T-tikl-..4.Tl�fi lc ilnhs d 3.q;U2S Iv Nimi5 9 4f fr 5ln 39 c er,4a r4a¢rre&rs' w.•:�aoaoasan C{A IFICATtON 8.yr;.ThWr56ey New York State Rte 25 True W/O Sound Ave Pmj&dV,'NY21 370p3Y_C,$W^ Wast 69aiuf oogs F. MW 6045 0 2 1 :2 d 0 ❑ 0 01.16 1 ftoo 8YAS 02e30 q 1 � o 'a 0 1 ds Y Mae, ds 7s d 2 MOO 3 : Y 0435 0 4 1 1 � 4 9 0 4 0430 S 1 0 8 "AS 1 0 a 1 0 1 11 2 1 11 Peas 1 11 Y 05146 ", 04:90 R 20 7 d 0 0 0635x 3,0 3 9 0 1 0 d 29 Moo 41 It 0 a5 96;45 0 52 '::1. 0 14 oa '07x13 33 16 O15 6 7 i 26 1 1 08.,00 ., 23 3 d 11 08:15: 77 $ 0 10$ 9&30 0 69 1 o 1110 m9tRm Y 11 32 1 Y 0 2 0 dq 22 a 1 d a 1 84aa5 0 97 44 i1 1 0 1 119: S ;a8 1 -1 MAS 1 1 29 3 12 18.YW 121 31 # o 1 1" 8 161 lads €i 104 lY Y 18 10:30 10 22 1 7 1 8 0 1 1446 9 3a 11 0 '� 0 0 116 110 0 1 8 8 142 11x� A2 2G 2 9 0 1S:6S 2 120 1 a 12 d 2 139 1235 123 34 0 2 2 { o 1 12138 14 $ 12963 0 12::. 34 2 0' 157 13a123 72 1 0 3 0 15 """S 19 79 1 ° 1 Y'20 .1 0 142 15.^45 -142 as 2 0 0 14 f14P 236 33 2 14:13: 12 2T 7 0 0 1 1 00 152 14.30: 0 14. 1..,. 0 1 14'+4S 136 33 2 k 0 18 35004 4 0 33 5 1 X15 12 +12 Mau 145 4 C 17 1 1499 144 � 12 0 0 1G;15 4 1 12 18.0 161 .§? 3 i 4 07 16:45 16 35 2 24 17:98 7 1 d 0 296 87-28 17M 113 '...�5 1 1 1 247 ir945 12 0 1 13,00 0 12 0 0 1 '0 iS7 23c16 0 104 27 1 9 0 9 16 "3d 74 21 p A 18165 12 kJ J 4 p. 0 0 0 1 18808 0 146 13:15 86 ;1Y 0 d 0 19;30 6 14 1 19149 .14 0 1 9 za-m 17 2 8 20,%5 80.. 9 13 0 9 it 24+39 1 o d 8 Y01 2[145 0 95 11 a 0 87 21000 55 100 198 21 f5 56 21:98 4 21-450 d d 289 46 5 8 0 22:1$ d 2 9 0 0 51 22M '0 3:. 2 2', d SI 33 22.,45 23 1 1 d 0 0 44 23 11q 2 1 1 0 0 9 id asAy" ?6 :1896 156: e� 9: 446 1M a ! ': 'kcMWi 669. Pi 13 3i d k84 Ml Paek 4's 3k. VIXw POW 1 xs a 3 17 201 "6 :0 3 3 %m eq53ti 93 d P% : E14P Vk4A2e6kiA � �y V4 C 94'8kltuafa&peek Fsaietds RRA S-9. NOON 12-2 VRA 4�6 4%F Pack VdAWrnag fill.04— Vi.— :& %W— '. °5 V + Yalurtlp � 9% 1357 15;8'�--*' [694699 5798 Ci�9t13C6YN9W1 ' &MnrertyMfeR 4 BSeS 7 a aR duras n®dz Wm n sn3 qvY n63e Tredare: T PSMsarvgev Gt•„ S I•4,TIg .SMglk 6AIMN5 .<d,bnle SIMM.7,41- 21=$axle M ltj,l ailer5 -7-&v MWi 71ail 9 SRrte.4-T'xc 51n Wni[§ s 91113, I.Wm 4 S.enlasln Cg tial! Y2 iF-Nike Mvltl-Twalieea CLASSIFICATION Dar.Fr�y New York State Rte 25 Teuck W10 Sas and Ave 4dt2l wve l Cltw M4ttttuck iYtiJ'ec{q^RSY2E 57�Ca31 99�iY Wss29a.:.rv4 m 00599 A&1 0015 1 90:+15 ? 2aim 4 0 5 0 0'1115 41:30 2 0 41A5 42215 ❑ a 0 0 0 0 4 d2"30 0 9 0 z 42 45 1 2 0 cam 01-15 0 41 43c,99 045 04,0a a 0 9 04::15 ¢ § 0 0 0 4 d 0 $ 04'50 0 5 44;45 3 8 i 0 $ 3 4 0 06-15 ' 11 0 1. 05:45 21 06.ba 0 25 Yd 0 0 45,i5 2 12 3 3 d 36 45030 4 1 11 d s4 06A56 54 2 07M 4 21 1 1 d 0 0 47x1,5 51 19 0 4 4713 Yx5 1 4 0 .0 ? In'AS 7 ,22 S 1 08ad0 63 14 1 5 2 0 0 4&15. 1 5 0 0 58 98:s0 74 21:', 7.. 1 0 2 4 11 -45 3 195 2 1 09AM 143 22 i5 0 0 1 49115 $ 25 0 4:.., :.1 0 4 1 07130 09A5 14 10,15 82 27 :5 0 1 39 109 21 i 0 1 4 161 10-AS d 1 32 1 0 11: 12 4 1 d d 0 3s 11115 i 12 1 8 d 4 i5 '1Y°30 0 1 1115 i1A5 ' 1290 PM ip3 3 3 1=5 . 2I 1 4 0 S 0 0 14 82.60 9 Spy 4 4 S E8 18; 12'45 :3 23 2 d 1 0 1 1 X15 11 3 7 tY 3 0 : 0 1 1300 11 a 15 19145 14;00 12 311 1 91 174 1 14:is 1 0 14 Y:. 0 p ".. �.. 1450 4 157 2 25 :2 4 1 897 14„41 0 0 4 '15;40 147 39 i 1... 0 15115 0 191 1 4 2 4 133 15145 1 8+42 2 1 1 0 1666 17419 1 4 i3 16:15. 0 19'1 9 1 4 ,0 1 0 0 210 16;,s0 s .3.06 41d 15:45 �:. 27 1 3 0 0 17= 9, 13115 17-56 151 A h71 121 18:00 13 27 s 4 $ 15.:15 0 14 ?7 3 0 172 i9;5q 115 30 1 5 ” 119446 1E 27 d $ 1 �'.. 0 0 tl 1 1915 0 d 1 109 89;45 5 14 0 0 96 2&44 0 97 SS 4 1 20„15 6§ 17 11 26.30 5., 11 4 0 4 0 11 28245 d 302 1 d 0 21 5$ :'1a 1115 2W5 s3 6 4 21:50 4.. p 9 21;,43 0 23 0 s1 81 "p 8 4 4 40 49 22.15 d B 142 222 $S 124 22:45 52 5 0 0 5 2.1:40 d+ S p 0 4 5 25:1934 1 ,0 la, 4 2945 85 6 4 4 21 364GIeAale Rv id ad § tl56 pyo. AMW 1431 Sd5 24 31 3 96 P% l 6 q G d; A 7639 AM 3rz3k 00 F0r13 16AS 69t4 94 fib 4360 S{Y� Yd—o d63 as4 T 35 ! 42 6 10.39 701 5313 1115" 45 its 6Aa 5sx lax n58 }3: S 4 0 4 411 sM PeWk SA lbr'�uv„. ax Ar1@x 13q 150 99 31 70x3iSS 10 E6:33 3 9€ piresl�.b�pylak PeNads 1V1479 pgsyuM 822 pd4t 49 Atl 0f44;A6 Val�nne 9f1F@*V516Atktes...:. � 'r5'.:Anme % Nnl�iSe %. tM1x�iArsv 615d Ci4emf14Nc. ftdp i A�Ntaixyt:tcs 4&vsai 3 xxid-R.#s'Sa1 Mir, i4 a,.3 Ra4o St 1 Fraatarr, g3 t ca5€xvy+m C n . nate.6-iiru S.v4g�e 9mds 6<W hxle#i le rnsifcas ae *7 azlm b3Afld-'1Fail5as &xAe4p:4-7-5 ptp�gi.' ':4 3.Azlr#In4ane3A s�,5-dlah Mrilti Trs�du e.: - B 5Aaaa 5i..kTp*dpr:5. 22 F-&:deM�mlka4et§. www araai«�ugs...b§,. �4.b0w�§ CLASSIFICAIION 5.Sstuel§4y New Yt tk State Rte 25 Treil:k W/o Sound Ave O.W 9P121 d91':M- itwk Pmjea Nt ky21i37a03Y„903w W.n ft.n4 aaa6 041 suis 12 40c30" a � a WAS 0 12 01700 as;is 91ws 1 s a2.00 02:15 0 a a 0x:39 t 4 1 0 0 0 a a 0245 :2 0 0 5 Mao F 1S 4 0 0 0330 i 1 4 0asto a a 1 a 04,15. 3 a a a o 01 04: y i 0 a 0 3 0$:45 3 0 a a a 0 s OW00 05;15 1 0 0 0 : 0 9s:1�e 6 15 0 19 06e8u 11 0 7 0 0 2 a6riS 1 06,30 17 7 i. 0 91 d77ai,5 '. 6 1 1 07J3¢ 15 a fl . aT.43 1 1 i 0 2 65 08m 0 49 25 E 08,15 8 t5 0 0 0 ❑ 1 4&30 65 0 2 0 1 ¢ 'a fee 05;05 a s7 2 i 0 1 0 a 85 asak6 13 1 0' i G9!'15 1ffi :2 8 x:60 1 :, 11 09AS 1 `3 187 10.40 a3 a 10:12 1 Y# a 2 1 1 1a:3a 105 1' 5. ,{y 1t 13 WAS leg 1 0 125 11 169 18 1 a 1 0 19 1L16 11 24 11€90 0 104 29 '.i 3 0 1 11145 13 $ 0 1 121€8,Fm 9S 14 a 12415 111 1 $ 0 0 0 13 LL90 0 A3.. 2. 1 0 ; 0 249 12 n5 155 25 z 0 1 a 160 18i�F 0 1s 25 1 k 4 '1�1s i s2 1,9'.S6 1 59 1 0 0 1S6 190 127 0 0 17 14;cltp 1 12.. 21 1..: 0 144 18;30 taxa 0 149 149 79 2 1 15e15 4 i -23 5 0 0 15:20 Ic177 1i : 173 16x45 1FF9 7 2 0 21 ia:oa 19e15 a 137 a4 0 0 0 0 0 22 Y6^8a Ls.3 3a 1 las 18:46 2 1. 1§ :80 0 22 17500I j 2 3c 0 21 . 15;1s 0 '1t 2 17J'30 1 is 191 s ° 'a a a 0 106 1Ta�5 1 14 0 i asaa a 1 2i i a i R 18:16 ct0 28 a 159 18,30 &29 21 2 3 a 190 19: w^ps�.g.w�re�sntlaaea 8u++4�oow. CLASSIPICAiION Cox Neck Rd N/C Westphalia A" pelt y Datc aq/2 ft:Mattitua Frajecx W.NV23�,89ck4!tl_002a. Wrth Ba"d Mao 3 1 BOAS : 0 4 4 4 03135 4$;90 0 i 4 m 4 01:145 man D2;i9. 4 2 p ❑ ra 42t:S3. h: 4 0 0 U D MOO 2 0 0 i MIS d a t04 Dam WAS MOO 2 0435 q5 2 0 D 4 04,30 "1 4 0 0 '0 0 1 1 4 D 4 MIS OS30 04 0 D M49 1 2 ofiml 4635 0&30 0 0 q 4 9 $ 47aA5 4 2 1 4 d $ 0815' 6 0 0 $ 1 08.30: as D l 4 ° 4 32 09.A5 4 5 1 d. 4 Is MIS2 '..,D 0'.. t&siI 40rA�5 6 .5 D 0 i 0 29 20:00. 2 $ $ 0 30t$S $: 0 1 0 0 4 0 34: 1 S: Sa 2,, 4 2 14;49 1 E A i 0 l5 11:061 li:a'S l 21 i :i 4 337 1 4 4 IIA5 3 1 23 1Z�44 pm 1?19 a 4 4 4 53 .100 1 0 4 ZA 12.1115 1 4 1.., 0 A 24 3.9:00 & 0 0Ic i&3913 i3�0 3 A ? $.9fA826 $ 3 4 0 2 1&15 4 2 9, 0 0 q 16:981 ® 0 � 4 20 lAAAS 2 1 . 7 -4 0 3 15,04 0 25 'A 4 0 D 39:$5 0 12 29 l,"wISO13 18 .9 d 0 20 f0 2 19:.35 3 31.'... 0 9a 18.30 1A a 4 D 23 HAS 1 4 0 0 4 ip $ : 9 4 'b 1749 9 0 18 1;7x49 4 3 D ae;4D 1 1 3 10:15 15 2 0 0 20 18:34 3.. 0 4 0 0 4 i MAS0 1 $ 0 0 0 21 $919 4 is 39:a0 10AS 21 2 4 4 0 249x8 45 2 20:39 1.. 1 0 0 0 4 1 24e3D 40' 0 4 W'.45 1 2 # 12 400 21x25 1 4 d ! 4 0 21 Ic 2i:3i A 4 0 0 1 21AS 5 4 0 � 4 6 2200 C, i 22:15. 4 0 4 22:50 4 9 3 ,0 0 0 22;69 2 0 ❑ 0 0 4 23 3 m 2 29:90 3 4 4 0 55u9T�iW.v H9S ?S'n :k164 y 1< #A 5 ar na q Atopic szu raeurnm. as 653 3S5% f FN89ms9Vd— a sass xis as D tial PeAk Pwb& AM 74 12.2. pM 48 AN Ons ro,A- w OR Pe4k VUNuom¢4 % valmme 3e YvWurtn¢. 214 A Mwarq}ilus d-osoafb. A 9ta5�s a-,0.hxty Sl g:&Usies 10 b-G.a MSr�,I Tra`kms a x1B s..a.h%IN f,AsN3 A'fall[vs 2 Fawszngg+S Y3 S a Fxle B•`nlreS Ngla tlmNs &c_4..Aalk SiMle'trsile�s: Pr:tM Wffi a'✓uYg,#,YireSitl Be halts E 9Aa(e5 Ip4�,,tg ` (431b?I3 4 5hrfm 3l' Tfnitq y 12&,ha&n MG{2tFmSart.. CIAS FICATI r Case Neck Rd NIO Westphalia Ave tsatc 8/1(21. Lint:vm tuck 6c2�6aYZI ShLi11_bd2x South l3ound. M94 0 2 OEk45 s. $ a 0 9 0 o 01.01 9 tl 0 2 M.115 01:39 9 2 0105 1 9 0290. 1 0 0 p 1 02:45 . :0 a d. 0 A da;90 1 :. 0 2 93:15 031.39 31 9 1 0545', 0 0 0 2 94:90 2 0 4 1 94:1s 0 1 0440 M45 0 0 0 � 0 0 2 05.99 q 5 :0 3 08;1s 9 U D"r,45 s 0 0 4 3 96MO 0 6 1 06:15 1 9 0 96,x0 3 2 0 0 0 0 2 9&45 4 0 b '0 s 07:d39 a 3 0 � n3 97;15 s 06:09. 7 9 9 36 0315 0&45 0 0 x 5 1 0 0 16 %41 & 9 9 4 39 x 1 0 2 0 14 :As 29 5 9 0 21 10#3 1 4 %0:15 14 A 2 0 0 0 x0,30 1 17 5: S. 0 0 2A 10;45 is 1,.. 0 24 11;90 3 7 1 0 0 0 2A 1141s 3S 1 11 45 3x,94 P['f 1 1 1 0 24 1219 7 4 9 0 9 0 x2:§54 05 2ns 11100 i 1&15 0 9 Ism 1 1 s 9 x3143 i 27 0 23 MIS 14;x0 1. 20 d x 1443 17 4 2 1 9 18 ism 0 1 :0 0 9 Y,5a1S 1 4 1 0 0 P is;3 A8 ;2 1 n6 15:45 2 n 0 1 lam 1 2 1630: 21 7 1 1 9 p 24 1&45 3 21 2 17N59 17:15 21 0 n' 17:69 16 9 0 ir,4a 1 � 4 1 0 a 1 n3:00 2 A 0 4 Has16 2 3 0 21 18.99 2,5. I 9 0 As 1&145 4 0 0 A "as 14 9 C0 ' 25199 x5�4s � a 1 29m 9 x 2 0 9 1 29'x5 13. 6 0 1a 20:90q ,. A 0 0 1 20;45 0 7 1 1. R 29 214 ns 4 0 0 A 2L35 8 2.1419 o 9 21As 2 x 22 2 0 22115 g 2 0 2 22:x9 0 9 2245 2 9 9 23,39 0 2 1 0 0 0 9 0 23txS ] 25;45 2 9 9 ' 0 �€Yd P 95 104 @ 1'A 1 8 4 AAA F."M 9a% Wdum4 PM6Wea4 2 684 % Na 1a 11% Ok a' 43 AM N k H % 88 Vui nkaiktana9 POA P ds AMM "CON 12.2 Pt.94.6 Off Peak VatuuF Dx6d4s6e€ vow & x wua,me u +nni ..: 8, Vol— s 6k 231 +,^' 17% , SBA -- alesa37aatkw4 0ekt0wn€ x abtarty4tes A 6a[wei T avi hadc5lmgie unrsf 1@ =b�:Arcle 9&:411.ars le-s. Sx r_x=arke Mul[.'iTn.'rWsx 2 P35agegeP Carr 5 Y-,hake.S-T;e�S irt9&e�InM-r 8 r�1-.nffin StnBen Tnaidan R3<s5.�a40 MUBmT+,4riers.. §20.xtle,A=Ttms 31.Gnif& 8 3=A%Ie iln9e llfMs 9#.Aa;a S': ePrP4lep€ - ?i.0 Agile Aas4ryi.i'railers CLASSIRCATION 09y1 Map aac Neck Rd N/d Westp5i14gpa Avt p4ir 51{2/21 Oki:MOTIRCk'. R10p8Ck 3:NY28_37031_00ZP 0015' 2., 1 M10 ❑ 2 2 'd 0 00'.45 01100 0 0 02 25 01130 0 b1:Lig 62:C#D 1 0 0 0 0 6 6285 02:49 6 0 0 000 1 03134 0 0 0 03:2 0 0400 040 0 d AS 0 9 0 8 '64:50 0 :.0 0 '0 ❑ 2 05.45 1 0 R 0 a 0 1:66 $ 95:15 1 0 05:45 0 2 696 1 1' 06;15 dl % 8 65^d 1 0 0 0 0 06:45 E 07:55 01x49 5 4 0 07x4$ It1 0'. 1,y 1 0&60 0815 0 17 Y 98:36: a7 It 0 0 WAS 5 0 g S 0 0 0 2 00166 7 2: 0 0 20 Was Dom 4 0 09:40 145 1 1 16x09 0 13 0.. ,0 ', 0 0 20 10c1$ 0 13 7 0 S 20130 90.45 k 7 0 0 0 0 0 11100 2 1 2 0 0 24 9.8:15 12 12 '1 .0 0 2 18 1 5 2 0 0 29 Y.2r00 PM,. 01 0 0 0 2 0 1 32:15 0 2S 0 R 13 12:36 2' 7 1 - 1245 23 5 1 0 0 CI 8 1819024 7 0 0 0 6 1d 15is 7 1 0 0 13x40 SB 18 8 '0 9 26 13x56 12 6 14;00 8 T 1 0 0 1415. 1 21 1 0 0 0 0 2 1*30 C 23 ® 6 25 14.45 98 4 g ! 15;00 1 2 21 0 1530 0 i9 0 40 1545 15100 g $61S 2 %2 0 03 fl 0 0 ism a' 6 0 6 a 28 ZS fli 5 1 9 6 6 "17zdd 1 17"15 1 ,4 9 a a 1,1 3.0 1243 is 5 8 0 6 0 38.60 3G 6 b Y8:35 12. 15;40 a 1 5' Y::.. � 6 s7 9 is 16=55 1 5 ,, 4 25 ISM 15 $ 18:15 16130 .,.� : 0 1 20 x00 21 15 4 a1, 0 6 23 .66 MIS 1... 0 0. 0 11, 85 2k40 4 0 d7 13 20,45 $2 0 0 3J 11 2LOO 2 25 27.:85 0 ❑ 0 0 0 1 21"86 4 ; 0 7 21155 4 2 0 0 0 22100 0 22:15 1 0 0 0 d 22^56 5 2 0 0 22:45 0 d $ 0 0 2 z8 23$15 23130 0 ,0 0 8 2386 g '.1 0 8 %o4'Cb 6s 81k A4a 5?a a 0-, 1 T 191 3x4 2 g T q g SE 997 AMP Pk 365 :11�9s eras 05x11 �"' a1, Wdnm49ag5 Sd�95 pR a1,i 1a:aS R B2 1 91 1 p fMA'Y[9wJPH 3�}9 : C5 29 gimm 0 26 R 0 ' +>Js s as1 � 9 ver PM PSm&N "45 12,45 Y515 1511§ 221 59k na v Oaee%i909@ kPSekids va AMM _ abi NOON12.2 PM46 ( PakV4au 051 C1as5 Vumv 84 V.1— # Ve+h,me fid 10% .228 w..,..,m' 17% 186 4iassi5ee5kt@ - :- :3 - i.99tm sSd'0.^s A Vxrsen 3 s=4.Aa%e,S ngd[FnlKs W Iu A 1 Sftl­t­ 13 . 2 P­­C. S 2.nvle,S=Tlli+5.a�glg nrtdMS 5 r-9-Axle SYr0fd 7faltdyg ii a+5-AxFe M9ultl T[dSen '_T Acld islvNi=a{ailems &2.Sx4a„o.Tze 51n Rn L6niti 6 i-Axle 3M WU+dts 8 SMia 1,l: Ttai59rp 12&W*hlOVT,aftF q Nreienupgya ew,yum'g9Wgy. CLASSIFICATION Dar.WdOnday COX Meek Rd N/0 Wmstpflafaa Ave Dow SAM 0tv mmowd k@a',j0¢1 M:ddtl21 3jd}p31�i#?29. South 5-"d 00:15 Mao 2 OO:mS ,0 0 4 Lt v P d q dffiSNq', � 4 4 4 4 a 4 Otis � 0 0330 0 9 WAS 02:Go 4 a 0l25 02:3Q0 p 02.45: ❑ :1 4? 0 b 0 S',as 4 41 d 1 43a1S Mo 0 43419 46:04 1 44:av3 .1 fl 0 0 41 1 IM45 4 1 415504 6 2 4$115 2 g d osm 1 49,m9 m .' q 1 4 S 05'15 Il 2 45;30 fi 0 1 4 1 m5 o 4 0 4 15 �m 4734 4x43 4 1s 12 4 0519 1. $ 0 P 4 Oaz65 4 1• 0 24 1 0 25 GaAs 43313 2 2 4 cogs 1a ..5 ;K! 10:fq 1 2 20 0 14:15 11 10;30 41 13 m. y,, 425 i1 10,45 0 2 0 P 4 2 3sa19 9 2 � 4 11s3D 15 11AS 1200 Pm 2 7 1 12.31: 2 4 4!: 35 nz:9W. s; 17 t': 4 as 2' 2 12.35 13.045 11 a 2 0 ° 4 31 13;15 4 41 17 13.34 2 '4 3 13t45 1 19 F 1 4 14.00 1 m:15 22 1430 15 S 2 16,45 8 2 15:04 1 4 4 0 v is MS:19 1 2 1 � 1 ISM 13'43 1 1s�s9 15,15 0 14 3 1 0 0 2a s 6 1 2 AS 1 0 1 4 0 17M 17515 9 1 4 R 19.40 2 7 1 13.13 iS S W 1&34 4 0 3 +� p 21 1OAS im A Y' d1 ❑ 4 9 2 19M t 19 14:13 i3 6 1 19;54 dJ 1 �% : 13',65 1 y 12 20:341. "AS 4 7 1 2 Zai 4 4 4 tl 4S 21:65 32:44 a � m 4 4 22;15 4 a 4 c 22.90 0 1 B 0 0 22.65 1 4 W p f 1 23. S 1 W 0 4 1 23'15 4 4 2i z s5wtey'r sva. arise am W4 4M a 3 asm 1: % eqe za zz• a1 a 67 m . Am .kH 19% 9Ysmum pm'M— %.m M,Irvin 3 09 ism 1 E3 5 0 3 %PM 9h aS% &q T : 0 045 P'4mk*H 51X Vd Direttiaaoa8 9nf9gkt MM 7.9 12-2 7Mm•G AN S ag— V.�'.. 35 4blWmm 4)M Pd4k V�Wg5ry95. % 4b3umP % k'mlt mi= tins ry ms 3 Mtbwryxlws. d 9 rts 7 aebdulgS Rek Weii[x 35 a•-d-dwFrebirv6M'Ra i'+aiy: 3'H"z,+,*.AWe Mv6biaileis T Pmusmngen Gsif Znxle 5 nam Single gawks a,m•q.pxlw'SmlWle.AemiIRH 73�5-gxle Aktilt Yr.,�ilen. 1 2gxf;arwwxiw um��.. �m.aalgs le,ummx 3 s.�Fesimml�� x1 5-,uy5m,h1wISITra4ers mad koxmisn#Amve%m^N�.a'swPxy CUSSIFICATION Day,�u6�Pay CRx Neck Rd N/O Westphalia Ave- : Pwjecl 0:PPY3im37a73awt2N2rr North 5asund OO•XAM ❑ a ❑ a .. .35. 0 a 40:90" ❑ Y 3 0❑;a4 Y 0 d a2:6� Da.35 3 , 4 4 0140 Q 0 ,❑ 0L9R a 0 4 4 04'=40 a 9Lfl5. R 4 Y 4 ❑ 3 02:45 O&OD Y D Dal* 0 02,30 $ 4 P D C : D 0&45 0 0 4 1 DAM ❑ ❑ 0 MIS 0 2 0 04x44 p 4 0 ❑ 4 4 49:45 d ❑ 4 ❑ 2 fdSeiS a 45 s Y 4 1 05:00 MtIsa 1 4 0 0 M30Y, ck6s4S a a a ❑ 4 5 DaxaaY 4 9 3 3 if 3 D 4 4 i Is Moo it 40;1.5 Y9 } 4 2 08:45 Y Y ❑ ❑ ❑ a R 4 1. 4941❑ d as 09as 4 4Pp44 7 4 2 80:45 $ 00:00 a i a a � $a.Y9 Mo 11 .. 4 a 3 lim 0 j li R 0 3 . ❑ ti 29 31510 . 4 22 it-is aL4p Y aY.wS 0 14 °d 2 D U 320 PPP 1 4 C C R ❑ 4 Y Y2ta5 12:34 1 2 R 0 12145 R 1 7 1 2 9 4 0 13kIX4 3 3 29 23:x5 22k a2 2 2 394 � 14M 16 10 14 34x45 a 3 x . a9 a5 2R 2 1434 ... Y. a ❑ 39MS ❑ 1 P 0 "ate 0 20ffi R 0 0 26 3534 1 5 2 15130 � 0 1Sv#S a 3 � 82 "M 14 ➢ 2 0 31§ 10,35 ,,.. qi 4 Y R 4 16,40 4 24 36:45 21 a x 4 38 37:15 2 3 4 32:40 17'AS 3a S 0 Y8D4 30 5 x4 ❑ 24 MIS 1 Y. 5 ❑ 14:44 aeras p 5 Y Is.. 2 35 39:15 Y 2DA14 28;15 ❑ Y. 4 ❑ 'A4.Sfi 4 a 4 4 4 R 36 20;+14 13 2 ® $❑ 21:SP R p 4 $ 4 41.90 5 2 3 tl 33 21A 5 3 4 2z= 4 3 9 ❑ a 2Z.1$ 43 4 T 27'44 Y : 0 ❑ 27145 q ❑ �q R 4 0 23.^❑p a 0 R 4 R 27;45 3 4 0 R 27;7a 1 $ 9 2545 0 ❑ 3 xaPp ax 4a% a a a0, Vd #d 4A BCMPF Nag vmo! 0,9 }S9 3 2Y 4 3 t P �,va s ii ax tx ms °.. a3 an.PN saw lm as,a r:7n YikdO naaau: aa,ia as z , a.. 3134 anvu w 9A4 env a: ' sa 0,9 ftok ota as i�x 3 Y a :ss oa alk v YaSt9 -n4,9 aa' ra YB*A$ atns; na Vw � � �� x ' 9 Haas ihX9c5fewPsq P4ak.:P�m .. AM 74 NOM 12.2 x 1 las :tlas APM a•5 WPeak vola es Ylv�;ar�rvie P M.. % Ymlarne % Yalwm,q � 10% :174 w^'r.. a3a& MSA, on Rq-nx Y Pa[aigri,Kles 4 ll sex a m�a.n.�:o:SivCM U.as 10 m_&A 14 Stele Trsilm3 U 101 a aes2a&t Cars S Yhrfnt 5-TIreSing[v unng $aMRaAaS tPWe lSlasn A3 0.xMe Mufktrcaa�ees.. Able Malr�`Ratdgrs F #2Rrcgt,-0RwpS gv Wnifc 8}.,pale 5, tm Unhx. §s.&s;!.e,R efi. vYaaukfn. A8 6:Rrzl&Mtat}Teailvx CLASSIFICATION v:r.*ad�7 Cox Neck Rd NF0 W6stpN[ja Ave Wtv 98/21 Ot'yt Mattitu& Pj�ca 6;8dY2II:5a00s1. 5 S*Uth 60U6d 90:00 AM 04.25 Do1a4',. P 0 9 0 0 i 0 0 ■ � WAS 2 41: 0 0 01:35:. � .4 4 9 9 0 0 0 93;19 1 m 9 6 X00 02:35 Q fi i,, 1 0 0 0 0 0 02:,'46 omoo MIS # 0 0 6 gam Q 01$6 1 04,00 6 40.is '0 E 0 0 0 4 @4.45 1 9 0 i a 3 0 R 05500 0 i 41 M30 Y 4 1 4 3 a 3 06:IIB 2 # 1 4 0 0 06;35 9 0 0 0 0 0 a Os:aO 0 2' 95aY5 i4 :� 0 d O7'dM 4 b7 39 13 13s 08100 3 1 6 0 a 9 0 0 21 0633 14 7'. :0 23 9639 0 13 9 9 '0 2 40[$5 # & 9 0 21. 00:00 i i 4.., ❑ 0 2. 34535 4 35 � 26 0*4a 2 1 # 4... 0 umw 13 as 3035 a9 4 a 10:90 1e ;.6 � � 1 10.45 11 d 4 0 0 0 0 12 1135 Ujo 33545 12.Mm PA9 0 : 34 7 G 12:35 a5 5 12:39. S 0 y 0 0 3 12.45 22 0 9 29 aam 14 7 0 0 27 16515 1 32 7 3 0 3�as 0 � 6 4 21 14M 12 0 3435 S :4 0 0 0 :: 1 14:30 0 i 1s'. 4 9 0 0 2. 3*45 17 2 '.0 0 0 34 351 # 7 Isis 3 1 0 3 35:09 35:45 35 � i 6 MIS 1 Y R 3 6 0 0 16:19 a� 6 1. 21 16+49 17 1 :3 27. 17160 8 a 0 37ais 37",96 0 WAS 118 36;u0 a 7 t � d 3&15. 0 Y2 4 as 36:45 a t 1 0 31:00 13 0 3a 1a4 22 i 45':45 1 0 4 ti 0 1'7 20'35 35 4 3$ 20:34. 24:45 3 1 0 6 9 9 210 9 ¢ 0 6 0 9 1 . 21G15 5 r' 9 9 21.26 s 2 2 21:65 5 3 22:46 ,.. 3 0 0 22:15 t 0 9 0 0 Q 22.a0 {5 9 0 9 4 lbs$ 4 0 9 0 2a.-co0 22:15 9 t 9 D 2x;30 4 2,1:445 9 i - MnXTixtu d% xf zasg6 N.se EX q 6 6dc t xM y dab a "� di aMPmk V PYAYh4M. 2 62 644 5 i0 3 p: 2 2 9t 6M ®Y wad L.5 g 4 9 6'J6 Vl+t Pes&F{ � U`t bd ®�eeefEodMOP P®a&'P460ds AM 7-9 NCON S7ra PM&5 4A5W.—k;;fG— ANsams taw-.. vaiv�e 'U aa[ulne ti y�vw�m.. 142 12� 3S% rxs *--+• ::saw t14ssatkr9 0ailtl&G96S a hMSo ;ted A 6 s>, 7 4MI,S-&Ufals aR am15. 1#�ngRe TFs kar$: 13-a.Aaia MtcYe fr ees #€asae•.n$a Cd s 5d",d rir Siv�gle XYn£A 6 +4 Aklu S�a4le drsnlml AS<=5 axle%,ll7 rrsueM. d Xxl%4-r tro iin F Ue511x B Avie 3t It Uw.vs 9 12$-.PMG MuIt TPa7Mrs CLASSIFICATION Mir uuedn..maY C-N-k Rd Nl0 Westpham.Ave D.Re,.614,/21 cyc hgazostRek Ntraj4 M'lYY",1_3M66i�2n Rddtdt Sound OO=ASA `p 9 . WAS 9943:. 4 4 9 q 4 O O b $ 01/09: 9 O 6 6 O 2 01415 a d 02,60 1 9 � 9 MIS 92:30. o d a v a 92'4541 0 9 9 n5;64 fl +; X15 MAD t O&ASfla ro 040E 0 9 t Of1 X4'15 1 s : 04x36 1 a d p1 04:45 ,4a 09:15 1 1 s 06.06 d OL.I$ 05:2ti ':3 O 4 ii 3 6645 4 6 4 O 9 d 3 52':Gk trpm 077/45 ! <31 2 1 O 9 11 O 22 6&Y79 94.15 0 1E O O 1 1 96.90 0 O O 0 55:9s 6 � Z 1 � 0 1 55304 9 1 d 4 29 01t3S 12 2 05 30 1 5 WASO 9 1416 10E 1 d 1 0 '� 9 O 19:35 '.1 1 1 9 9 5 1iA9 1 9 O 9 O 22 itYm tl ; 1 1 O ¢ 9 26 11:33Y 1 1 3 11/45 1 $ O O 2 129 PSN 9 12.15 17. 5 i 17 12;x5 O 2 1 2 O 1 � 2 164#6 1 .3 "O O O U3O 1 13F45 14M 21 S 2 1 O 9 O 1*15. 2 € 2 1&:30 , 9 14e45 4 14 1 19 0 O 1$ 15M 17 3 O ,3,5:15 1 6 $ O UAW O O 0 /5x45 13 O 52 15:00. 29 14 3S:1s- 1 2 ❑ i--w QS 17 1 O 9 Ye 1945 15 19 1 0 22 37.E 1 a 9 17:16 1 OMe Al 29 fl 8Ta36 9 3 12:60 . 1 722 l3:is O 1 O b l ia36 0 1 7 9 2. 16:45 11 4 1 O m 2M 15.W 1 1 19e15 O � O � 1 Moo ❑ 0 3 20:15 ROk&6 1.. 2 O 9 13 2045 S 1 9 1 1 21F60 3 24x19 11 0 0 9 1 21:30 O 1 O O 1 21,45 2206 $ 22:19 5. O 9 q 9 22;30 9 p 22:49 1 dl 9 0 � 23= 1 6 fl 9 1 25:15 2 1 O 1 2�r3� .249 1 � fl ;fl %o7xo 6 9sn t�,� d m i±,s A $31 la d %M9 R% id ➢i% 6 E% i A � 9,. 4EE AR9 PaR1.W 33 4ad Ydf 1 sAF �2F: 2: d 3 a s 9 % 0 dsu 1M � 4 Fq 1Nlmrep 6ircctEon PaMq[PerYbds AM7.9 NWN 122 PRA 44 175 Peak IPo6eF 4iP��xses Wolnnle ��� 35ti�g6uluae % 1rol,me iK valuu�fe::: % 9� 264 Riasxmea¢kn SRMtas 2 P. 4 Rufyy F swgybS bfl3nt5s 14 a 5. 1 Sczrgl3 Friilees R§a�S-y,3ke Multi•Te3{k±is d Pdxioagg Toes 4 d-qsg,Yim 3lnRAe lJn is a xW M&:Sn,6,tgTrtsuiitrn iE x=5-:ap.b atm-Fr&iltrn.: R FRhle.d-Fara S` lecl�z G 3vt Ax Si de lYn is R SYuIm S. Ie F'.rxilmrs 3E a�linla®d41BiT I� - Pr�n'�.eyagmFlaaaem#ne�As�•' CLASSIFICATION' pallsWednedav Cox Neck Rd N/0 W-ttRhafia AWS " Pia)tee#;NNdIySTppSi�Cmas. MOD AM Was p 0 Gum � ❑ 0 0045 d d 0 0Y pG ❑ 4Y.YSp a d d Y Al ply d 1Y 0145 01.00 ❑ d 0 { 0 d 02pAS: p :p 0x p ❑ 0 a 02: ps;00 d 0 1 15,, 1 4 Y 03 1 04;00 p pC 01 d 04;15 1 p na30 a ❑ 04:45 47... 1 ❑ d ❑ 1 0kA0 or. 3 d pS 3p 3 1 p5°45 & 1 d d ,❑ 0S:p0 I 1 1 ❑ d MIS 4 0 tMSG d 3 06A5 S4 9 p p 01.00 Ic 4 d MIS 14 mwp 14 4 0 "13 0YAS 14 7 09,00 7 2 9 p p ;YS $, p d p d 0 $:45 3 3 tl: p p iS p4 1A 5 0 1 0 d 03 30 1 09aAS t 14 5 0 p 1 AA 1090 ❑ d 2 10:15 k 0 0 3 10:30 ] 17 11 d 2 1%,00 $ 2 1 1 0 D 29 Y1;15 1 5 Y1s30 1 d I d 1 p RTAS p 20 1109 pm 21 2 'd 1 92 11Ys ® ❑ ❑ 11 a ❑ 12.30 p z. 1 a ❑� °'. d 12:45 {! lA 5 a.... d. a 2SA 1 25 S 2 p d a 23 '131d5 T❑3� � p � ISM 1 d d 14,00 Ia 1 p "d 25 14;15 1 7 d 1430 § 2 0 A 1 4As 4 11 4d p I p ISM 10p 17 3*15 I p A 3 0 1 15A30 9 � I 1 IS'(xF 12 4 2fl 1&15 1 to d 1 p © 1 IA¢30 p 2' IA:45 ❑ 2 ❑ d d 1740 4 p a p a 2a Irds 17:45 1g 1 ❑ d p 8340 12 1&15 p 1&.3G: 1 2 0 ❑ ❑ 19 p I'. 4 ❑ I 1SE4S 1 � p ❑ 1 1.4104 d2 5 fl 1A MIS 0 S1k40 1 2 0 0 0 1S 23:002 n d a M15 111 20:30 p 14 3 :1 p,. 0 ❑ :d 20905 2 d ❑ p 1 .21;00 4 d d 4 0 1p A3.15 21:30 2At45 1 $ d 0 d ❑ ❑ 22:15 a d 22:.30 d 2 1 0 d 0, ❑ p 22'45 2 1 d 4 $'3 25915 1 0 p 3 4 '. 25•e30 d p 29AS 1 d d d 1 9feef%tali sl# 34 :sr# 0A5' 7X 6x n +saA Ydl 31d ASS iSR tY9c u# g k Spf 034 Aaak RX far a4 0 363 341 S 2a a 9,, 3 84% is% pgs 3 782 tld47mNk 0X C# 6� d ptlt6cdf-atl .& - RRA 7.9.. NOON 132 PPR 4.9 Rtll�assem YE+trnrtne % VtiM mg # .PeaJt YoRuft5e4 9R y+dume :% tsalams _ i]h55aPaIDte RMGfla &McnurcpEln 4 B.. 9>-,9 fuEw 51 tla Unk 3 absk Lan SO a,&"grtrE; I E rtXf.#. 13:an�ryylm kltl-TP3ilesa mS §Ffule,6.Sirq dmdlau s 6 cA.YyleS mplm'rralMEvs 11 FW3 Avkm ME�hi Fsn�&. 3 7'axM1e 4.T un Sin ce Uni[.:s 6 3<4.ele Si F:U4Ri 0 5-ArAe5. rtMnSiP.ry: 22&Axw M.ma.lrmljm ar���4�x6�xxa , CLASSIFICATION D"!p lhursday fax Neck Rai M/0 Westph.1j.AV Dater SfSl21: OW mattft.ck Projee3 p;Ny21�i�a31moa2n W rth R.u.a 00,00 APA .35 00+3* :0 # 0 0 4 4 0 00745.. 0 a 0 ::0 ? : MIS 01:9P a n 02:RD 02.&5 0 0 4 R 02:20 b 0 0 � 0 0 02;45 tJ 0 0 a MIS # 0 09c20 g # 0 0 09 mS 0 7 44;i9 0 x 04M 0 00 ❑ 2 04:43 0 0W 0IS 4 0 p 0Sr00 MIS 0 4 1 0 0 .� 0S: Y g 0 0 0 0 AS 2 m- 0 g 0 b 0 2 05.00 T 01eiS ', 9 07th MIS OD xg 0 0 0 # 0430 ,9 2. 0 b b 0 0 6s:4S 0 0 1 40,00 0 i0 C 18 DOciS T 0 2 i45 11ilm 0 12 .,4 = 0 0 1 10."3.5 0 20.'30 6 ,1 1 i lE S 0 0. 0 3S 2ik95 0 1 1 0 0 19 lion 0 1 0 21 1i A90 # &2:00 0 27 3 1 1 0 0 # 14 "12235 4 '.;30 1 3 0 0 0 1 12cAS C 11$ 0 0 :0 0 1 #9 15 .S # : 90 29:2.5 S ffi *30 1 i #RYAS 0 # 0 22 14.940 0 is 12 a {! 0q Of 22 14#S 22 9 t 34:30 14' S 0 0 0 0 d1 1*45 & 13 is= 12 2 1 b 0 � R 2i i9;35 1S a0 3# .Is 1-0 gg 4 2 2iS a a 0 16cm 1 1 0 0 iS:AS 21 9 0 fJ 2a #F:14 2 x7 ai Q 1 17745 17 & a t 2100 21 a 1 Q 0 1 #3.25 a a 1X30 1 0 22 #S:AS 23 S #', 0 2S 19.E i5 4 27. #9;SS 19.30 0 A A 1 0 0 0 0 19AS IiS 4 ;1A 9S S 20.;15 0 2.. 0 0 2a30 2m* as 0 0 0 iY 2i:tl13 0 0 0 1 21400 1 2 0 31 2145 2S i 22.60 12 22.15 10 t 0 22:50 23 0 0 0 0 22;,m5 4 4C pl p 3 zSm m 2330 4 i ;tapas 0 a D '#m!'IaNie Pas 35 "1 f 45i PM1 @k lis � mofi 1rss d: 2 S d, 6 A as 1aa,Wal mu to 0 4' asa AMPe* c+a ;m alae arra 1m3 94365; 99i 4T39 e'l,5o LCr'Y`b: oTe4s: CW. 341 ,as y 1i:34 aba 729 i s ,g :.E. 2 1 as �' S49i P 37% P'>b 3 d� ma m5a g6g tdl7eak 1 n&a 1aA5 12x0:, 351W3 ld�.� x7rM5 YY y4, oaatarac 1 a9 3' is a r 1 Dlrectdafi.N Peak Periods - AM 7-i MOON 11'2755 PA9 A.6 qtitMt.Peiit Vorurpag A9it�3yos Wlusnar % 4ha'61m�a 95 Wluega .. ldi . ESB v----.. 1095 169 — 13% 222 w.�... � �asSV'Seatkrae'0a6drsRiinms 1 idem Kkti 4 5sra� a m�-0=5Zw^9n rs 14 s.6 AxVg5 Y 16x3 L PaASam a Cars S Rka3e.6-TioeS nggm Unl� i s.,m.+y§fl5n1W88 iratt,�n 13 s-5-ticaa M:°.Y1m 8+allipU:: 13—I'm4A 1t.gtriletm 3 2Axle;e,Aa1e3 IC U6 4 3AxIN9n LrniCs 5{✓axl>"9'..le Ora+lets 12 3:,axle aMWrtrailer CLASSIFICATION OW Y;?huredey tut Netk Rd N/0 Westpha kia Ave 9Nxi ckr matt, �� ax;Nw2a�37003y 00;00 AM 00;1S 0 1 0 0 p 0 0 00,30 0 WAS0 3 0 cq 04..mw a 1 0 0 0 0 0 0 0 01:15 0 0I90 4 m 02 g 4 R m d d 0x13 g d 1 d' 02;30 4 0 0 o 045 03:00. 0 4 0 s7 d 03:33 2 0 0 i 09:30 045 0A;0m e 0 04,15 'g d 0 0 0 g '8 as4S 2 1 x 0 ° ms15 1 g g 05158 1 g 8 OMO i g oc'm 4 4 3 05SS 1 0 0 0 g 8 X30' 3 g 4 09:45 g g9.9m 44 5 m m m m 07:45 g A g 1 or as 1 g g 15 09145 0 15 08:QiF 43 7 0 0.' mess x g o g 2 09:30 '9 0 d 18 01A5 2g 0 4 27 Dam c 84 08.96 0Sa4S g 1 S 4 15 AOaPk 1 7 Y'. :0 P d 4085 5 AC030 g,,. '0 d 9 xa 1&45 0 16 S 0 i0 4 20 11 4 2 0 g 4 lUo ph, 11 1 12 32;45 is' � ❑ � ° g g 32 48:30 p 1 ¢ 0 15 1x.45 g 4 1 3.4 15 3 1 A 0 P p 1 Mao 39„65 :x 0 14.E fa e A 081 8.4:45 F 83 g x 0 d 1.1. � 48 A..... g g 4 wi 92 14,45 '1S 5. 0 1st 1 0 0 a s 254$ A 45:80 0 IsISAS x1 1900 x8 7 0 p 0 4 1 A 1 0 d 29 ffi5:30 0 25 7 0 d g 220 am 37; 1 0 g 19:15 2 5 0 19 1740 xx 5 1 ti 0 95 VAS 1 18;ffi5 0 43 x 0 0 2 4$;90 4S 8 0 14 88^A5 9 3 1 2 49!00 0 m Q 1 19:15 Al A 0 0 1. 19:10 Al 1 '& 19vf5 4 Woo 4 0 0 0 3 MIS 0 AS 1:. m 0 20 20; 1 A9 1 1 1 20.45 3 0 Am 0 0 i 21,15 42 i 0 1 21 21fAs1430 m 1 200. z 8 0 0 0 22:15 0 0 0 d 14 22:50 0 22:45 0 1 0 0 4 29,40 di 23.15 $ P 23:30 2 g g 245 m 0 0 g a mr �nw 'as on minim 1 z nu AMLh$Ip51r8: 0 3t d4 a':. %AM 98 S 9 i 0 4g'9 3a as. g a ax AAsn xrsa vm" csu uwm�a':. z arr a9b x: bsa d aGn a48 ;be g 3 0 m 334 :... ePMweAM A% saes 4WI P15ecttaalAi Peak Ww"srods AflA 74 PM 44 PA 0.a w vem.ma off P4ak Wudum, 4+ Wtilrema � 118 r•---.s. 13% :109 1; oris 1A.0 a Mmvrepr;les a masts 7 s-.G.nxh 5ing3e IYnIh to r,:5.da:e 4'ngie maate's.. Y� paleMuaxVmj- a Padxen8+'/{ars. 3 2.Axfarm dire a_a. 's+sSle litt�s S e-i-AxlP 3ingYa'taalM1a ni<-'ra-.l{wle Multi-lYAliei3 a B.Arkc.a.T eS al3ntCx: 5 3-RUNIeii fe,Un�Yi.. �.�la�i5i Tesdeis: R2 GAr3v Mn&o-Fxue9urs.. arwdp,V maaead S�mgteSd�fmr CLASSIFICATION Dar.Ptd$y cox Nock Rd N/0 Westphaa ja Aus Dete,S/tx121 h#attltwk Naft Bound Pf4,�$ak�;NY21,�370631£KY216 00 AM aR:80 g 01 2 WAS 5 2 a5;9s a ai:�r a a GU45 02M p 0 0 03.85 f, 0 a 0 0 0320 A 03:45, 0 a i 0 S 0 a 03115 5 5 03.30 5 5 04M 5 1 a 04,15 5430 a a a a a n 0445 1 a MAI 55:15 2 0 0 1 ft3a 5 5 5 W.45 t3 8 ash- a i i 05:15 a to a a a6a351 5.. 5 5 Q 0 0 3 07ti#0 x gA 0735 0 '07,45 0 1 47 t8 R0 0 08:25 0 4 2 5 0 0 1. dr8:56 :A 1 0 0 13 p8:95 0 15 2 0 48 53 15 0 a m 2 3p 1 9 1. 4 0 0 01AS 0 35 12 5 0 2S xa Si 7 0 21 10x55 1 $ ,0 1,.. 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Mp31h8 COM A0.t 00,15 7'.. WAS 0 3 �, :A {) a S 61:as L6Ia4s 02466 2 1 0 0 0 0 p 02.30. 4 4 4 0 4 g 43:66 1 0 3 OSIS 1 WAS 0 0 1 60:15 0 :0 4 0 06:30 ❑ 0 04:A5. 0 :0 0 09.100 0 0 MIS 69.'30 1 % 0 0 WAS 0 0 601686 0 f90., 4 8 3 08:65 4 0 0 0 0 MIS S 4 07m, 7 4 O7r4s ,S 1, 0 0 0. 13 0 23 MIS 08.511 08:4ts0 0 0 1 S Mae 1 I0 0 0 0 1 96:15 1 I 0 I 2S 65:80 t 24 "2 0 0 0 2 08$S 1 16.E 2; 4 115 1:7 & p 25 1A30 I S1 1 g. tF 27 10'45 1 35 1 0 0 11100 2 ;..0 x at 4 339 11x15 1 c0 95 Urals I 9 1 d '.0 2 IIAS 0 2 8 12:00 P&9 'k !0 %2:15 2 2 p:. 0 1 0 0 8S Y2:S0 39 12:45 d 22 12 1 6 4 9 AGO a. s 0 MIS 0 1 0 I8£S4 2 0 : 5s 14:00. g 1 ? 6 14.x5 aj 1 a 6 0 14*0 4 7 7 0 01 0 0 28 14:65 i3 9 0 9 151111 2 S 15:15 ISS! 1 1 li 0 0 34 22 Moo al 7 18:15 0 21 a 1 0 as I 8:30 f I 0 0 g0 Il5AS cxs 3 17:00 0 0 A 1 19,is 2 0 17did c 28 it 23 17,4323 18.00 0 1 0 0 fl Q MIs 0 2,- D � 0 1. 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CLASSIFICATION Cox Neck Rd N/0 Westpfia C a Ave 5a1�rx4ay lxaxet ap/21 Cftr Neamkak k �jack9 NY21_3N1Ct3I�A725 Somh sourw GO.'aO AM =is :p 2 p P 'R p9 WAS 8iAW � p p d p p p two i a 412.3.3 Mao 2 0Qls 41 2 p p p @ tl 4 639NR i p '3 2 Wi5 3 ago 93235 4 m 1 U p 94:1%1 p i e4:1S 3 'b b p p 4 p 0.4. p p R 3 435 p ❑ 0 p p 65:is 47 H530 WAS i � A 06:00 1 1 p 0 is 2 p p ❑ p 13 66e3p: R A 2 p p 0 94AS y p 67;G13 p p 4 p 1 67:15 p 4 1 WIM 4 p p 13 DIAS1 S p 1 moo 12 1 p t p 39 3Ha15 p is U&30 p 4 ip 6 1 3 08 Ai 2 3 0 4 p p i 4m 7 p 2s ki631s fl4w39 � 4r z 3 4 p' p 31 i931S 0 Si 1i, i p p � 3S ip:39 1J. 7 1,, p 4 1RAAS 8 p q 1im 3 2 ;i s As 1i i3 11;AS0 p ,p 12:90- p p 42 12:13 Y 27. ii IMS 24 4 is p p 22 .d7 p p 32 1345 14.re3ti. p 1. a 1 0 As 1635 22 S i 14.347 a 3 p k 14'A522 p m a 2 ism 3.2 4 A p 3i Itlisa7 31,30 1 � s ISAS p s p a 39 ism i9 2 s 2 16:15 22 S p p 0 leu:3p 2y' i � ❑ � 2'. &4:66 i 21 2p C p 34 Dw 1i $ 6 2 17AS 1 ti p 1 i7r39 : . 47 13"AS 2 S p R i 223. 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' tixlt9Avlt�Tpa"Iltsn 3 iAa$e,p.-T 5 ip6dn�ax b 3-Azlc xin NuWu 0 59akeS InTVaokrs 32 6-me rvn¢grTYa;ilurs ws mvi#rNama GtleRSweryypiici CLASSIFICATION Uay.:5ypday W.Mill Rd N/a Sefah u.n/Bay'View Ave Data:Wzi OW Mattituek P#+*1 k:NV21_37aa31._❑mL9 N❑nh aasnd IBM Am o o Was ❑ ❑dk3❑ a S ❑ ❑ m m a 00,45 i. ❑ al.:t#d m1:$p l a { a vzm 2 a a m anis a 2 mx 3a m a n m Itemc�4z a a a a c I$as a Q m3e a a a 4&45 64;40 a4;15 :x a p ❑ o4m m ❑ 0 2 as= er m m a a m 1 m a m ms.w a a m a m3d4s i 06:15 o m ❑ 3 amr" a ❑ m 1 [14.:46 3 2 l a9oad 2 mm a m s7:itli 01.4% t a3'm m 1 1 m3.31p 3 m ❑ 4 "As m eo m6 IN d � ❑ 4WA5 3 1m.-T5 :ih Mao "b a o a t7 tz IM45 11504 a 7 m a ❑ s 2 11A1s ,z ❑ m m ':a 13:45 m 1215 4, 1 12:34b 11,45 4 m41 8 IBM 4 ,0 ❑ SWis 3 �1 13: 8 2 13545 � m :,, ❑ 5 14.44 d � mas s ❑ 0 a 1420 d � a ❑ a 14As 4 2 ❑ 0 m a tl 1$m a 5 b 3 0 i 5 ❑ 1500m M ❑ AS 5 a a a 16u'fJp. $ ❑ s 16.15 3 46;34 4 a. 0 a 16;45 2 i ¢ a a 12:60 ❑ 3 1T.as a a 3 IW34 p q Z.Ye44s 3 � ❑ 9 18: 3 4 m 1a:4s a z a ❑ a 4 1sAs x 1 a a ❑ a 3 i 1s<9a m a m 19'f, 20M - ❑ ,❑ nq$ i ❑ 44;30 ❑ ❑ a a 1 x4:45 q a a a x 21 a 1 ,1Ws a 4 x1;45 1 a 223!4 1m m m zzas 1. m also 4 fl 0 a a 4 1 2x.45 a ❑ 4 m : 23w04 a 4 a z3d1s a 23,45 !d1 a a a 0 ❑ 4 a 1 xorxc�ii Ta al i q rNrd kbf 67 9^ 2}Rd i.ti8 q p :p p 4B :.4M4 PNk d9% 9Gh lE @ m 9 363 PA4 PdspkM 6E5 - 67 ekNM6dl pNk�n4rrmAs AM 7-o JoID6412.2 'P't94.6 CtM'.Peed[1n01umes ANt ses umtpn V — Z4 — _. 19%.., 32 - clusgIcaltetnn-❑mfZSlipass AAmeoxv;:d.�n [ft— t a aid&Yn3�Ig Un li. 19 s-p Acki lE Wabalara 3 PmexraHt Urtx §2A#tc,d•T�rp 51ig5c Unllx 8—M&$ 4Trsi n S.kr�g S : 13:amy kiln Aauht-Tiaileax 1 2 Axla L•Tere 5 IO Varvta§ 4 S kuPa 31F Ee Units n& 33^^5 rUbp M Itt Feea3Pr5: 4k7*1 rs. u&A✓,M06-"a lar.5.. 0rpsvgly Nmaxatltuad stgpewla CLASSIFICATION VV Mill Bid N/0 Wah Ln/BayVicw Ave D.W.WV21.. opr Mattlt.& PMJ@ t&':A"f21 370d3 001, nth$UdlRld 061:10 AM - 0 . 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AM Ons Notance ¢(, Valnene 5i Notc�m:.u: V amy:. 49m s4 r-.-..ir 2x98 44 ar•—r 18%. 329... +—ws 0lass44ign Oris 1 Mc¢uxyiles # es Y d+hhle:3a g umtly 34 s-y.; le 5ingbe rraErs 13 r7.t'wle A9wirc nriapy 2 PisaPR3�Cmt3 2Axle,4.rry S6�le 13wcs @ twl.AxleSwglS Sim lers tY ssS-tWIt At ItI TIaII VS 3 2dUlq,4 The SIn�Llotts .6 3ggta Sd Iv 1lmrys 4 5=J{a Sing 'Ira tgrfr 13 AAMra MtfRt TralYPrs CLASSIFICATION W MW Rd N10 Selah f n/o.y VWw Aa a'ay,Manda7y DaEat�W123 MW PAattltwk P-*t*MY21-37(Id91_pol. Nmaib 9ftnd Moo AM -- dMgS a p ° - D d DOM 9d 3S 61k15 ° d OUSD d2.dq a ° 6 d d 1 d215 d dHt1g d 6 d d9:3d OAS ,� d 0 Pa7:dP., 0324 d d A p d d JAAS DSDDO d5r1S d d 9dMAS i a a d a d 1 MIN 0515 06:90 M4$ d2 � MIS 1 d a WAS3 5 d d d 9 d2:A9 d+ s 3 d1s s 2 d d' 6 09'90 2 x S dS 44 s d9 iq . 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CUMFICA P ION bar&Ann4p� W Mill Rd N/O Salah Lft/Bay Vlaw Ave y Obte;$t73,P21C1p:Mattctudt ajeex 'NY21 570091_=0 $"tn amnd DOW AM 0 00,15 00:80 0 0 n 0 mm a MIS 0 a 01,96 0 s3 0 01915 d 0206 6 o2 1. ombo 0&1S 4 0 0 09:90 tl 05:45 0 - 0 d 1 04.06 64:15 § s 0 1 0 04.45 © 0 4 0 0 0 65:60 65'," 011,145 x 0 1 06:00 05:30 1 Q a 0 6 OAS 1 1 0 0 0 C 0 :4 4 1 fx7:x5 a d QPW2 6 0 07]45 x 0 0 asm {1015 0 06,30 68:45 0 4 2 09'15 0 0 0 0 # 43r45 0 ,.. 0 0 3 x0.19 0 0 10.96 2 0 a0 0 0 0 16;45 6 � 0 0 0 S 1x:153 1 11:30 0 0 0 =4S x 0 x2 069 0 x2;15 2 x 0 il c x2:45 2 a 6 9 2 18966 x3:15 x 3 .2 0 9 13'49 1 0 a4 HAS 15000 1 1 4 0 0 0 15:15 0 2 35,90 1 0 1 0 '0 i6c00 0 1 2 x5:30 4 0 0 0 0 0 im x75E3 5 3 � � 1143 6 1 17.30 0 0 12"45 6 1 1 1 0 5 86:00 2 6 f] 6 a x9:19 z 6 18:34 12 i @ ff 0:. E1 4 0 2 M-45 16 6 z 10 4 x 0 0 0 39..43 WAS c 2 0 0 3 R0 6 0 0 0 6 1di39 0 10'30 3' 0 0 0 0 0 0 1 2x:45 6c 0 z 21m x 0 0 Mao a 3145 x 0 0 0 6 6 22..^aa 00 c 0 0 0 0 1 12:15 0 2 0p 0 22:90 6 0 0 2 22;45 6 23:45 I 0 Mea A e>p, gxu 45f: aqi 1445e 4 #d 39 AmP k ss vain %w tri Ag90 Y n3 W x59 �x4 Pokfl A 3 94c F51i VNM� 'ds4pGF4asibs AM 12.2 Am,6 off A4akv0Ya6� A�017ppf uP�lm2 �$ Walu.�.p S3 Vrs&AMa. 1&E6 5a a—_.s 2b� Y.}.5 r^^^s• SxR tlasei5catann av1'urettppn.s 1 Mcaercprcas $R➢uias T =x4Ln{>e5 6Ee un id id s=5+4 Ce5rtp4e1'ea Ak[s Y9 Ask Y.d�adrxlleta 1 Posis�.Cr 4zrs S lgxle b=dne5 rnd' 1 3Sc6C,:4-TaeSn Wnits 5 3Fsle5 ICU.Y5�i�iaRs. 4 SR5�3i 9i#Tra3RaM a5 i1<5-+telP iA`✓I[.1r,}iei5. ddb-0at'�MUIS1-7eatEen. isWxartr�nvlatApm.a iuggryigg�im CLA IFICATION Dar.Tw�day 4N Mill Rd N/0 setlsh Ln1a,sytiij w Av, We:MAI Cil:M%ttituek n<ro3mxx w NY21,„37CO,11_901n N.rkh Sound 00M AM 0 sm.a5 4b:3u P b 0 0 P WAS q. P 0 0 03.E P 0 x:15 P P p 0249 :02M :0 0 0 2 `00 d P 0 P tl b 03425 P 0 0 0 010 0 0 0&46 t P4e09 14;35: 0 0 P P 04.5* 2 y,.. 0 P P 0 0 "AS NO 0 P P P 0 Dias 0 p 0&49 0 0 Dim P.::. 3 0 P.: 0 Os:2Al 3 3., 3 4945 1 ;. 0 0 P 07940 P P 0 0 07,39 2 0; 07,3 2 02:49 a 'P 0 09x10 1 Dias P O 4 09:30 P 1 1 0 09cA5 tj Y .:0 d 0 fi 0 0 0 1 M10 0 ad115 0 0 041 0 0 1 WAS 3115 0 %1c30ItP 3x As g 2 1 0 12:00 D&1" q 1 0 Ua5 9 0 2 S2a30 o5 2 1x45 2 0 ❑ t! MOO 0 0 P § 2 MIS MID 33:As 1 ", i. d d 1435 P 3 7 aA:30 5 0 34 AS 3 e � 0 0 3"� 1 0 0 d 1l3s 0 3cc ISO 5 4 0 I& 2 1 ! 0 14M 2 2 16AS 2 0 0 0 0 0 0 Ins[ P g 3 5 12A$o s 2 VAS ❑ 0 11100, Has % 4 8. i0 P P 0 P 0 0 2 0 2 % 0 2 MIS A 0 dl 0 0 3J; 10;45 3 0 d P 20 P 2 20;45: 02 0 P P O 0 20:30 P 20:45 F d � xa 0 0 21.1000 8 2ux5 t ". 21AS P 2 !0 c 22,00 0 - 1 e 22135 0 cl3 223dX m 1 0 0 0 d o P °Zia 0 d o lads 29M AsbYrix�i xee srAa :sa r. % maa iw s r as x a ,x 0 0 a % m23 ]555 1}fe NA Yr.�k 38;: Wdxms %mel 44. 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OSc00 0 0 0 0 a$FIS 1 05 56 05oAs 206,15 0 0 05 0 0 0 MAO 0 1 0SAS 0 x 0 0 0 07th 07;96 0195 s 3 0 0 0 0 69:35 :x 65.90 m 0 0 0 011 5 1 0 0 d 09:45 i 0 4 09:x9 1 6 0 OSc96 0 2 1, tA9y15 x 0 .0 A0:6ti 1 0 0 0 0 9 3tkis b 4 i 0 10190 0 0 0 1. 2 -AM" i h � a a 0 1I-M 1 1 a a xx55 7 � 0 11g 4 2 0 0 0 22:00 7sq 1215 0 0 0 .0 0 r s i2S0 0 0 0 a 12:45 0 ¢r 0 166 4 0 7 Uns '3 x � 0 imw¢q p .2 iwg:xs � 2 i o is= 2 2 0 0 0 P is55 5 0 'R 0 $5156 0 '. 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L2:d•bxlm MS�ko-Yraila ... ��,�ds� laU�Pm CLASSIFICATION D-v7 RiEmW ti'JN0111 Rd Nd0 Salah Ln/Bay View Ave n-1ar.B101. esctr:hn.tM.& PMigct Be N'rum cars S"th Bow d QQ=AM boas aim of as " ob" Moo a2 a 0 0 a OZAS 4 1 iF3E12 di 0 0 3 03 4 Q a3;6S 1 040a 44:15 0 0 a a 4 a4.,2r'f 0 4 Q 0 4 a4rg5 aSA4p 0 0 0 a p q, 4&3a 4SA[S t 4 tis 0 68:24 2 OWN WAS 6'Y7:2a 1 $ OBRA 4 .2a WAS 0 D 1 4 a 2a d a 2 02e$R ld 15 Sd1A 2 2a45 a :2 a 9 4 1100 2 0 is ii•54 4 2 12.0a PN 4 3 20 1 @ 0 9 2 2 1 12340 0 2 13A1$ 2 a 4 last4 0 4 1 %5:69 f1 0 1644 0 14:15 1 7 0 0 c0 J 14357: 4 2 c 0 0 1645. 0 4 0 4 0 c 15^,AO 15:1.5' 35130 5 '4 4 12544 '4 16 0 b 2 3 0 0 0 16x35I 2. 58:24 � q 0 0 :a 1&45 0 7 i 0 ¢ g 17 1 "As32;15 4 8 4 5 3T.3a 4 p 16 2 1 0 a 3 SA.15 16565 0 2 O 1 0 0 1 25.E 3 2 2a:3S 2 a 0 15:30 15AS 3 1 c & 2-0VDO 4 0 20:19 i z 4 3@:38 0 0 20:65 0. a ro 21:00 0 0 21^19 0 1 4 0 m 0 21:4$ 5 tl 2 22221 0 0 a a 0 .135 S 0 0 22:34 22AS 4 q q 4 0 4 p 1 25100 4 4 23135 0 di 0 4 %mfSaten 1ss 8Y^s :1 4 2}i sLm3: 8tl9 B4 3lu % &Sk dB'n Dkvcti" Ad47 9 _ NOON 12.2 P99 6� t1tY RsadC Vlwlanaes VU9 SYEs 'dal rane. 41 VeGvme 95 YmlunnA X Yrolurna � SS a.®a.= 53 48 _ "�"• 17% 69 �-.'F k6% 353.. +sw :5 _.. {19S61CHd&FR 091E�E1a`Pli 1#+b[wmztas 4 UMstl xml.Axl 3ingty�Tye fins i#w)k+�k kiol[I'ena Ap�g x Yansseryeae Ca+m ; m4'Aw 5a7$le T'Alan .tg..ea.5,dwxle&4af14'fra lees 7 S-Axle @lra Sin keumns 6 3kck5 Ie.4iroiE5 9 5-�ke 3lnIw 7ralf�s 11 6-1Lx�MM1UIk fPaiFeaS.. ,w•4'xe.3mw paa3:.­ft— CLASSIFICATION n­ p¢a;m.C IFICATION S4tres4ay WMiffRd N/O Selah Lo/6ayVjew Aare Datw 9/7/21 ow mattd674 Noth PT4j4r18,NP21_3xl�$31„3211sa ® nr MOO AM MIS ,p 0 � 00:90 00 44:45 g 4 b 4 437aip ,� 91.46 � 6x:44 1 4 62:4 6t^45 4 4615 P 0 � 9 it 9 44:ap 44:45 fl 4 45sYY4 4 ': � R Q 6 4laa 455 : 4 1 46:15 Y � 9 { 4 4 44t'34, 6 d a 455 1 4 p 0 67.16 2 49'44 3 4 6 9 R4,:d5 4 1 6 1 5 Man 4 0 x 4 08:49 y.... ,.1 4 p ❑ 49744 4 4 ❑ 2 49.16 g4,.9m 1 4 OAS 14 44 14115 {g y 4 p 4 7 M30 14,46 4 0 .0 1 p 13.^44 5 4 2 11:15 1 4 4 1; 1 lltd5 4 ti 100 FM g 0 `m 4 4 4 12:15. R 5 2 .0 :" 0 1x146 0 0 ° MIS p last 2 1 4 546 4 I&W 4 14 5 3 2 a a p P 14.14 13:452 1 4 4 6 ft 0 9 13M 1 4 2 15115 4 4 u 1ww64 S 8 19^42 14,94 16:45 :4 5 4 2 17411 a 4 17aa4 tl 4 17A$ 4 1 4 19.40 d , Aa,AS 1&45 p 29 1 0 4 4 4 197A6 1 4 U 19:94 � 19°,45 t 4 2400 24;15 e 0 9 0 a3 4 S 34.Sa1 0 p 1 0 2 2k45 4 5 a 4 1 22M c 1 0 5 2146 14 2 1 21 4 6 tS 0 0 31145 4 22794 g 0 4 22;25. % 4 4 4 4 1 x9 3 1 2a;ss I � 2&aq # tl 4 4 4 1 4 4 1 �MFae3e 11 afih tgk ¢� R a � gR :. d 3} 4 8 T-3 i m � 494 PaukW ¢3% Nome nu esu asc p w4 m4ata� s va 44eaRimna68¢ A 3 'AM 7-9.. 324 PM 46 LN9 Flak VatluaYn 914[s�s4a um" e w:01 s6 vrrma. valurnc: 33 "'""-f 241A 21 5s - __ +3aSll6aatzaas ateass 3 dkmtdreytRes R ur✓varc 7 z-,A.S$14 rocs A- aa6%AxV 54931 dinners i3�LLd Aide Snwlt ThSilerf x wa�smhl..m cava x L.Ax7e.annus�asc,t7mAs a Erin,v,.�sr3um ria%Pr.,<. as eesaxa�nasko-dav7mrs: 3 3.Puac;9 gux 5r�ylaU�o�'.ry9. d 3AmFeSh UhfK §SAy�m 3'.Im 9'raalet's A8 B:fulgpe nailcxc: CLASSIFICATION LV MW Rd 6x3/0.SeIah in,%ay tioew Ave 1'-Saturday 0aW WMI 0tr m ttit-k D6ttt4:NY21._370031_0035 S-th and 70-OPM 0 0 00:AB 0 :0 .0 0 42t00 03:30 : 0 0 q 41AS 0 02,E 4115 0265 5 0 0 €i 0 03100 3 0 "is ° o Mao 0 tS 0 Me 0 0 t3 0$Mai 4 0 0 0 44115 44x30. 0 0 0 0m:45 0 0 0 0 0 45r0Yi 0 4 0 0 0 45515 05;34 0 � 0 45545 p 0$;44 © a 48115 0 2 08:30: k 0 0 0 0 0 0 0B.45 j,, $ 0,.. 0 #1x34 0 074$ 0 0 0 4 03 44:15 i 0 0 F7 4a;3a OAS 0 2 0 0 0 0 0 1 a 09 3 0 0 0 WAS 10234 24:35 A 4 a ,0 ti 4 0 2 Mao a0 0 10 A5 3 p i1 3 i4 0 0 0 0 5 22:35 i 4 ;0 0 d 31.54 p 1iaa8 A i 4 0 0 1244 p16t � a 1.15 0� � 0 0 17:30 ❑ � 3.., � � a 12[45 0 3 0 0 9 0 i8 p 0 i3«iS i ;0 3 d MIN 3 . 0 3 0 1415 1 0 3 4 0 0 34:34 z o a a im:RS 0 6 ism 25:35 25:30 1 1545, 0 -'i 0 It 38.30.. 1 1 4 0 0 16e4S 0 m 0 0 : B i7M p 3 0 2M. - 0 J] 3 i7.45 0 1 0 0 3 14.wX7 i 13.15 1 3 4 0 d 0 i4 a5 ' 13ad5 4 0 i 30.15 S -0 2€x:30 � 0 .. 0 0 d 3 2043 0 i 3 0 0 0 0 2 21 0 2 71c15 0 0 0 0 11;34 :4 21,:45 1 ' 3 6 a 2 ME* .❑ 4 32:15 0 0 � 0 0 22:38 22.43 0 0 0 3 33;m 0 0 0 0 24325 .0 0. 0 0 '. 23:3tl 0 0 245, 0 0 0 0 ; bkO M�Y�re9 a,.' b $587�9kN 3596 itNfd i : $ a a 4 5 me 4N 1 6% t� } '' 0 i1 as FVAP s$ vm�roa iili�&tienatl Fa$ti Per&aAi AM 7.4 3NCg31W 12.1 3'24 S& ddP'Pe�1 iPcilue�$ All Oo s®s wj 1n 5 tidu,en 12n� % : VNume 'P+. h+Slunfg .h6 5% 35 g----.. 18% 8731 Kiassl5t$tiaro 1a�3e4Jana 1 ��� n dame '}Yxg hde:5 qq{a}i�14x i@�S.��E Siaglq FiailErs 13 aa3�lEN ItiTaile6s x BaasEwher[aes �3Ax1j,#TISE''91n$6a Unhs $rs3+M&fStS$&e Teac�6s. S1 r-a=hxSp MSm¢dnadgl;c ].dYlE;:9.F.m5 IEGHraS a 3Axtt3rt Ba USit3 3 5.Att1E 5':IrttratlEts it SA+FIE6�Aa.'Yrallea'S Fall 2027 Data ATR Road Tubes Installed at West Mill Road north of: Bayview Avenue/Selah Lane Turning MovementCounts at West Mill Road& Bayview Avenue/Selah Lane `f Turning overnent Counts at Cox Nedk Road est Mill Road &Luthers Road ATR Road Tubes installed at Cox Nock Road north of Westphalia Road w4: t Turning Movement Counts, br» at CR 48,Sound Avenue& ATR Road Tubes Cox Neck Road xr'' , installed at CR 48 west t w of Cox Neck Road , Proposed Boat Storage Building STONEFIELD5780 West Mill Road ATR Count Locations Map Hamlet of Mattituck, Suffolk County,New York Fill 2021 Traffic Impact Study Automated Traffic Volume Counts stoneftelden .co STONEFIELD 584 Broadway, New York, NY 100 12 engineering design 718.6 6.8305 t.201.34OA472 f, ATR COUNT S - FALL: November 4, 202 through November 10, 2021 Proposed Boat Storage<Building ® 5780 West Mill Road Han-det of Mattituck, Suffolk County, New York SE&D jab A NYC-210049 DATA COLLECTION LOCATIONS: CIS 48 west of Sound Avenge NIS SUMMARY: CH 48 CK 48 Cly 48 TIME PERIOD Eastbound Westbound Tota Weekday AM Peak Hour (7:15 AM-8:,i5 AM) 669 373 1,042 Weekday Midday Peak Hour (1:45`PM-2:45 PM)_ X27 SSS 986 Weekday PM Peak Hour (4.00 PM-5: #PM) , 477 889 1,366 Weekday 24-Hour Total 6,361 7,173 13,534 Saturday Peak Hour (3.30 PM-430 PM) 508 8 1,308 Saturday 24-Hour Total 7;111 7,332 14,443 2 ILRC%NY 211NYC-21t1843 Strong's Yacht Center,LLC-5780 West Mill Road,Matutuck,t yTY eld Notes&PhotastCounts12CY 1-1112 21=11 ATR Str nmavy m Cownty Route 48 zRSx1 at 3 0 CL E c coo in U p 0 u +r ! N 0 Jr u CL J 64 cs co LO �v t Z- a m t■1 _ tea. r aw w raw m "e v tp 77 IL ux y yp Fa All die Pi+" g zi jz " o A n :�" WY h � � ", "@" wfF � � 'Y*y � '�" �" "`win"� � �+�'k � �� � W 53 %�+r d• � ,.pYy"{ It I u Ar ?� p�,.Fi may. ��yy ,. ... .e• :', �y� �y, yy A •. �" "fry." of ig et °�- stoneflelden ,co m STONEFIELD 584 Broadway, New York, NY 10012 engineering &design 718.606.8305 t.281,344.44721; TR COUNT SUMMARY- LL: November 4, 2021 through November 10, 2021 Proposed Boat Storage Building- 5780 West Mill Road Hamlet of Mattituck, Suffolk County, New York DATA COLLECTION LOCATIONS: {Cox Neck Road north of Westphalia Road SUMMARY: Cox Neck Road cox Neck Road Cox Neck Road TIME PERIOD Northbound Southbound Total Weekday AM Peak Maur (7.15 AM n 8.15 AM) 77 172 Weekday Midday Peak Maur (12:00 PM- 1:04 PM) 9! � 1 Weekday PM Peak Hour (3.313 PM-4.30 PM) 112 128 244 Weekday 24-Hour Total 1,116 1,166 2,282 Saturday Peak l-laur (3.312 PM-4:30 PM) 185 138 243 Saturday 24-1-1aur Total 1,213 1,266 2,479 ZAL1C%NYtJ 0211NYC-21Dttd8 Strong e yacht Center.LLC:a 6780 West Mill Road ettatuck, eerd Notes&Photos%Cour4M202.1.1112D21-11 ATR Su... ry-Cox Neck Road,x sx 1 of 3 V a� 0 c 0 f .c o C R ca 0 a) co CL .r ;anlO li 77777T 3c M' Yom} "4; 4 .:' C'l .<+6d xe,.A M rx9 p.� m.. P fGo, ry ,'k'1 R � .�Hk `W ..�,�, N �,�.,� 17 h�i 'gyp ',��� AY .'Wk. � �M�' @' N.' C•Y :° ., {q � � p,P r 3e4 rl ,�C YT '� .,✓.J, s•M +T q' Y� !T Pa a �M, d3 '. `M1 K' .. .. '� �-- ..� },., a•e; _ ,:ate' �¢.. �.. nwh ' � 4M yw �' y y �y !f! � � � H In — 777 f✓3 �^^ � ;P R 1iY.` q #•• M :, in O W „ ,.- T1 P uR ,µm, d• G InL • ea in an a: nt2 t2 .i sz ti � wro l3 RV .amu, .8 '.y n .PS." •Rn '�h: � h" yy ',B��$„T ,�� N ,� � "" ... � rF uy, � � �. � �N a stonef elders . orn STONEFIELD 584 Broadway, New York,NY 10012 engineering &design 718.606.8305 t,201.340.4472`f. ATR COUNT SUMMARY- FALL: November 4, 2021 through November 10, 2021 Proposed Boat Storage Building- 5780 West 1111 Road Hamlet of Mattituck, Suffolk County, New York S &D job#: NYC-210049 DATA COLLECTION LOCATIONS: West Alli Road north of Bayview Avenue/Selah Lane SUMMARY:', West NR1l Road West Mill Road West Mill Road TIME PERIOD_ Northbound 'Southbound "Total Weekday AM Peak Hoar (7:00 AM-8:00 AM) 24 14 38 Weekday Midday Peak Hour (12.45 PM- 1:45 BM), 17 16 35 Weekday PM Peak Hour (3:15 PM-4.1PM) 19 38 57 Weekday 24-!-lour Total 214 243 417 Saturday Peak Hour (3.30 PM-4:30 PM) 2 56 68 Saturday 24-Hour Total 197 181 378 ZALIONYCl2021NYC•210049 Strong's Yacftt Centen LLC-5780 West Milt Road,MatNtw* detd Notos&PhotosSCsurft12921-1lVM1-11 ATR Sumnary-WW Mill Road xlsx 4 o8'3 A roE Pee CD d co tA acCL CD 0 4J z 41 p 6 4 p mr E foCLCL Q u u 0LnO N awnloA ApnoH ti t. ry ah E na ' 0., r c ew ® M L mm .�' k C z iy � ,. � ..:�:� _ .o :M a•A y�. Kry .4" �' ,raw' Ri �s�v � f� nq,. � a rill � d'h �+b N }. C3 3cc '• as w 6 aIn a a¢'��!" C�.. ... .:•y ''a" Waif 'r+d. can 4 P m s+Ai 3 ea '� �. •� .ra a � pct xnt � 'a:. �," �,�,� � '�..:'cf ",:�' � "xw' .�' " �,_ Z ,fit ' 14Yf iCY bl� C'A '� �6 ^9" „� M ti w � ... � Via; .ra <+y+., � r� c4 �tl-" � .� ass �p.' o, :� •r �. «y ;4, � +r�.a � a s . "° u E 411111111, f Traffic Turning Movement Counts Cd ca , u as e ° 581881{85} —37317811 f55 11 4[3]{ 2 121{2} 4 377 17561 1537) {i 1 I018 {642}[4561656--iM {331{28]42 County Route 48 {588}14271605—► LA {62}1351 42 Ayl'eolue Existing Roadway Proposed Driveways Existing Private Driveway AM(MID)1PM1{SAI)Peak Flour Signalized Intersection not to scale Proposed Boat<Storage Building 5780 West Mill Road 2021 Existing Fall" Hamlet of Mattituck,Suffolk Counter, New York Traffic Volumes Traffic Impact study Prepared by National Data&Surveying Service Son Ave/Cox Neck Rd & North /Sound Ave Peak Hour Turning vement Cunt ID: 2.1-370045-001 scru Ave/Cox Neck Rd Day; Thursday City: Mattituck ! Z 0 0 Date; 11/4/2021 07:15 AM-08*15 AM AM 14 32 60 0 100 AM 7:00 AM-09:00 AM' NOME NOON 0 0 0 0 0 NOON NON 04:00 PM-05:00 PM PM 40 2578 0 116 _ PM' 4:00 PM a-07:00 PM v AM NOON PM PM NOON AM 1 0 0 1 38 0 58 387 0 330 • 1 4M 701 0 373 � 0 0 0 0 Signalized 1 3 0 4 R VW 42 0 €% 1 1232 0 1516 2 0 2 NOON PM 605 0 42.7 04, 1 0.86 ' 0.90 �I , 507 0 667 42 0 35 1 0 0 0 AM NOON PIV7 r PM (NOON Acs Cars ) PM 83 0 0 0 0 PM NOON 0 0 0 0 0 NOONt c 35? t 56 AM 78 0 0 0 7.f72 5444 4-342 61,+ �.31 39' r 3 ir 0 00 0 Mon"FEESPound41 + 4 AvelCox Neck Rd ca; 7 1 Cars INOON) H —j 0 a 0 Ped��dans(Crosswalks) A, 0 0 4.0 L 0.* -"0 0 ,, r-0 CD001C:) C5 0-4 ♦ &r0 NOON �+ � 0 N AM Cars(PM) r AM AM 0AM HT JPNI) NOON 0 0 NOON PM 0 , 0 PM 28.* t 88 rs 0 qj 0 t 4174 736 � � � 104 < 4-45 � pRNA R � I , v AI Hca c a m c� M C5 ry sa00 �a c ca s a e Hca €v g .w s7 ru sv r-4 ry 10 , `e nc s ua a ,: 0 CD rn 0,C)Q Ca es� a ra ren a cIR uw Mxt� n 'n a a�ara a wn wr ce men u�aw 10 c���a �rc�carac��a�w tra�� to Lr7 +4 C'7 xt`. z r tn,fin T! �„N r" .0 G4 �. cYa 80 "r sal'`` 74 r 8 +ca r+a 6 C7 . *.ra ?C Ca ra ca Ci ra ca 2)@ 0 g J7 C> QC>0 a �C, z to xC5 SOB w zx ccseac za r aca Cos 0Caraca , —0 -E 8 Ln c, S Ln aInc, , a .� � r:rte.r"4;�co co ua J ca u�i Ir V-4-"h Ln irs aea IL a Prepared by National Data&Surveying Services Soup Ave/Cox Neck Rd & NorthRd/Sound Ave Peak Hour Turning ove est Count ID: 21-370046-001 Sound Ave/Cox, Deck Rd Day: Saturday City: Mattituck' � Date: 111812021 0 z 12:010 i'i'i-01,00 P NOON 35 68 53 0 11 NNOON 11:00 AM-02=00 P NONE PM 0 007 0 Q 0 PM' iQIE v AM NOONPM 400 41 4 U 1 PM NOON AM L-1- 1 1 0 0 1 0 85 0 0 587 0 * 1 4011 0 551 0 0' 1 0 0 Signalized 1 0 7 0 0 33 01 0 74Ei5 a 0 0 + , AM NOON PM e 0 588 Q 1 0.96 0 Q3 0 0 02 0 Q 0 AM NOON PM PM NOON AM Cars( PM 0 0 0 0 0 PM HT 5NOON 137 0 0 0 0 NOON ca o. 0,f F t 0 M 0 0 0 0 0 _ AM 0IL 0 01+ 4-0 04 Ooh e*m1r'"0 M 011 10 7 0 0 aF 11 Sound Ave/Cox Neck gad 0 0 0 Cars{ (NOON) 11 Pedes ans 4e sw+slks) a cv __j k ltk at9AlItt + LI- L Z Z __j L IL 80 0 0 571wo� x-53+1LUJ 17 �' +w17 62 7 CD � � C)Lit Ooh r 0 0 0F N 0 0 NOON 0 PM 00 PM 00 0 OON AMCars(PM) 0 AM AM NOON p # 0 AM o. o+ Lok L PM Q l� PM 0 + 0-+ 0 C:) 0 c) c) 0 0� 0 4-0 0 00 0 d� 0 0 0ra�mm�a°n"�e��r,cse+��en �eC Y7 Z rw� Cs " R 0 00 LU w05 3 cnN0,m"T Lnwko ", d'C', (26 ® o Q CD 0, 00 In CD go to Qq Lq too R C,1:1....raCd 0 CD cr�s 0 C 00Cl z r 0 CD Mii- LU i `� 1 ► i': 1 r SOUTHBOUND 1 1 1 i CONTROL N D f TEV as r « PH A J NORTHBOUND 1 i rr ar 1 M • � rR °1'� i 1 1 ! 1 *r a. 1 1 � ♦ 1 1 wp of C"P tV C*k h1 N g p. y q:V Ol N r TN 0 0 C�0Ca C�Q Q 000 �O a ra � S:b 0,c5 0�j C�C.a C7 4`A C7 �4� �� E ra � ra x � � ; 4 NQ L Cif t7aon O'z scracaccac � t dpi ��ss C7 bGi W O C3 Ca c7 CT G7 Q o 0 o o Q ct o,7 W C77 &z, Ua w 08 • � '�"* C7 a �" C - VM: Llj �""• 4'w tV:4� un r.'7 LG? V- swg " ui9 C7 ?C7 C'a Ca: + c-,a C' C7 0 ul p C7 c9 + r7 tom'.CS ca CnaQ Q C�Q ain : p d q Q 0 caC,>0Qo rca� �n � �� R � c°a �ea� cacacD o a aC1a0 Q 0 50 cao �y C3n cs bc,c,cam .C'a sp�pa f°A 4 :0 C3 f.?0 CD C:a 13 4J c')q 9 J Ca 10 0 0 0 QC: C7 o ',.�Q � Cm7 CJ C7 !? 7 C"s{ ® Q 0 0 C7 C7 C;T 0 CD C}Cn 0 0 C5 4'a k„�p 7 ate... dy *� e+�rs ,�,,-«a .+ sn-twd,-.ra era ui 0 0 C? rqD _jMLn M eN Z a3 caua vyuj arw qq ML 9 i i4•. it . w i, SOUTHBOUND a 1 ■ e+ ,r ® CONTROL z m co ` TEV M 1 i i W as C - 1 r k i PHF .r • ar ' +a i 1 1 +� I i NORTHBOUND ND i * wr w �cls cry ��rt7 Cts t�7�� a•'s �m � �,,; �CcaC c>c �eaNJ n "" ars rye X10" e CD t r7 ca ea:Ca Cr s. S Cg� MOR CD4-0 to SIC ci ej CD 7 43 C?tt<Y.'C]C7 Cro C?0 0 c,n C?tn p �S O mm C> -nq En MM mm Lp L^ e In 7i lie l rePared by National Data&SurveyingServices ut ers Rd/Breakwater Rd & W MR1 Rd Peak Haar Turning ovement Cowin Ili: 21-370046-003 L.uthersRdIBraIa rPfd Day: Thursday City: Iattikuck Bate: 11/4/2021 07:45 AM-08:45 A7540 4 0446 AM 7:00 AM- :00 Ail 0NOTE r�: ' 0 0 NOON NONE m sc M 04:00 PM-05:00 PM PM fit 0 3 0 72 PM 4:00 PM-67:00 PM AM NOON PPCA PM NOON AM 34 0 123 i 1 4= 61 0 40 #t 6 0 0 0 1-Way Stop(SB) 0 0 Irl 0 tq it 43 0 70 0 190 0 247 0 0 0 0 AM NOON PM 46 0 49 1 0.83 0.88 52 0 50 AM NOON PM PM NOON AM Cam JA PM 0 0 0 0 0 pM Fid' A auN 0 0 0 0 0 NOON cr 0 0 __j L 7j� t I AM 0 0 0 0 0 AM 6, t 2 414 ,. -4—,40 0 ` • Iw r0 0-%, + ♦. r0 L.uthers Rd/Brvakwater Ind 0 0 0 (NOON) HT(NOON) L a L 040 0.+ 4. 0 0'� r 0 0�" 1r r+ 0 c LO h # r$ Cl 0 PM ( 0 PM 5 Ca 0 NOON 0 0 NOON Cars(PM) AlNI .. . 0 AM AM 0 4 AM T __j0 t NOON 0 � � 0 N+ N Ln LPM 4& 0 PM L i 4 68 L CDQ iba 0 2.+ t 1 48•► 1 0 z a 1-r 0 oil V* 0 `; NON 1.0 r- e3 � 0 tza0ca0 0 a ��'aa 0 0 o01c:x 0e,a o �c� i c e ea o O Q rn €)N . 00 Nung Ln CL LLJ LU Q m ' 'zC � ¢ Ln `a fad V) ---- ae�Caza c� C5 IRIR rQ rs� z c IT.,x O� rA Ln 9 Q c7:C]C7. yd y:C.7 } 0 Ca c,)0 0 0 #Cd aoci cs -lact ,� we:caceata�a Fes? a ca a sae c� qtr 08 r 'o 0�D 0 Ca t0 C5 �tS ZcZxQCD0 0�0Q no c. C7�QC)QC}0Qn �C�� �b acs � In CD zea C, ®a G 3 04 vy c cs c -ate Z CD0aGa ca 0 f .. u Pr r d a a ':U = Prepared by National Data&Surveying Services Luthers Rd/Breakwater Peak HourTurning movement Count D: 21-370046-003 Luthers.Rdlamakwater Rd Day: Saturday City: Nlattituek : • Date: 1116/2021 NONE AM fl 0 0 0 0 AM NONE MCz 12.45 PM-01:45 PM � [�N� 0 4 0 81 NOON 11:00 AM-02:00 PM 4 NONE P 0 0 0 00 PM NONE v AM NOON PM 4j 41 to � PM 'NOON AM 0' 134 0 1 4w 0 45 0 0 0 0sip 0 -Way top( B) 0 0 0 0 0 76 0 0 0 262 0 0 Iq 0 0 0 AM NOON 'PM CL 0 43 0 1 0=89 0 47 0 0 0 0 0 0 0 0 AM NOON PM PM MOON AM Cafs PM 0 0 0 0 0 PM H (A NOON 0 0 0 0 0 NOON s c 0 —j L 00 0 0 AM G.& 't 0 ► [ 0.+ i"000Z, w0 t 0 CD 0 ca Luthem Ral/ reakwatedr Rd 00 0 Cars (NOON) HT(NOON) 0 4 L Pedestrians( tae tks) , r M 0 0 41 4 Lf, L �$ ,., 43 06 R 0 4++ <A 0-* r 0 C? ca 0 ca C` 0� f 0 44 4 r*0 0 CJ PM 0 PM CS NOON 0d NOON Cars(P AMAM AM } 0 AM T(P NOON 0 '.. 0 NOON C) C7 PM 0 0 PM 0.1+ t 0 C) 0,# #r 0 00 { 2 01Z 010W4 r 0 0 0s c 0 0 0 Ln ID LM `n z 4*4 uj CD a w � 0 0 M W:;�Gam."q' .$'xS- i+'S G�'ti+.i7 t�S- 20 Qp m v e nc u uu�" ter. cs' CD 0i Q o CACeti 0o C7 C5 Gaga 0 mo L Cd . raga yrvr 00 d C3 Cpl C?0 C"5 0 0 L. v in #.j DC7 C7C�c'SCD 6gC�: C Cie C? y aaz CD WOE its tan a I a rip .ad H . ww .. I IR �c Prepared by National Data&SurveyingServices Sell Ln ay View Ave Peak Hour Turning Movement Count 113: 21-370040-004 W Mill Rd ®ay: Thursday C4: M t#Ituck " • i Date: 11/4!'2021 07:15 AM-08-.15 AM AM 0 10 0 1 33 AM 7:00 AM-09:00 AM 0 z NONE. NOON 0 0 0 0 0 NOON NONE M 14:00 ' -X5:00 PM PSA 0 32'' � 0 1 PM 4:00 PM�07:00 i�M m; AM NOON PM PM NOON AM 1 0 0 1 0 1 0 0 4 i • 0 0 0 0 0 0 o 2-Way 8top(EBIWB) 0 ir 13 0 1 .l 0 0 0 0 741 0 89 0 0 0 0 a AM NflfJN PM 0 0 0 18.54 11.136 19 0 10 2 0 1 0 0 1 6 AM NOON PM 41I'M NOON AM Cars(AM) PM 47 1 4 18 19 PM NOON 0 0 0 0 0 NOON 04 t 0 AM 31 0 0 31 10 Am0� t 1 21 4r 18 Oil 0.4 + ro - "M J..A F =WMI I RdW 00 Cars(NOONl HT(NOON) 4j 4 #,*L o.f 0 0441 04 ��. 0 :!j " 0-0 0 0* 0 +CD C3 C3 C� � 0 ' * Ir 0 C) aF PM - 0 PM 0 0 G� N47ON CaraoAM l AM ; 0 NtN m M NOON 0 N ;, NOON C) PM __j*j L* L j L 0.f t0 � � � � 0� ,t1 0♦ 0 0 0 4-0 �— , a e i ra es':Ca t�a C Ca ci q cs 10 0 c :K:,-+ca 0C2 cra ,-t N' � a 0 C,� Ooc, Ln ko C5 1 p �5y Q ul fly , OR �, Cr%�O R� 0 C).'C3 n 0 0 0 C�0 'i d ey O 0 Q m C7L'i•� wr a4 SCtCC � CD[�scno L � ti �Cac��CaC Ca� � an � 0�O to Q o 0:C; ca c,CD Ca C) ca r,4 In 0 OR o Ln� � vLn N Lo M Ln a cs C'n C;J b.',5 C' C C p ,•� e"T 4 +--+CD Ci 0 C4:R 0 �ita C� lV � 0 0 L v vi a n era 10 to ui 6 � � � Preparedby National Data&Surveying Services W Mill Rd & Selah Ln/Bay View Ave Peak Hour Tu ink Movement Count ID: 21-370046-004 w Mill Rd Day: Saturday C4: Mattituck Date: 11/6/2021 NONE AM 0' 0 0 0 AM NONE 0 12:15 PM-01:15 PM nla�N {� 9 0 0 24 Noprf 11:00 AM-02:00 PM m NONE PM � Fo 0 0 0 PM ONE ► c� UNOON PM PM NOON AM 1 0 0 0 0 2 0 0' 2 0 1 0 1 m 0 0 9 2- lay Stop 0 25 0 0 2 0 0 7 t) 0 1 0 AM NOON PM 0.9695 0 0 01 ' 0 24 0 0 3 0 0 9 1 AM NOON' PNS PM NOON AM Cars P 0 0 0 0 0 PM L __j NOON 37 0 1 20 23 NOON o 0� t 0 AM 0 0 0 0 0 AIV 04 to 04 4-0 44.0 0 0 0 F f* F 1!!!!W!MIII Rd 00 0 Cars HT� 2 ' + e.► 2 Q o o p' 44 + L* 0. a 0 0.* G 17 -+ f ro .!j it 4-j + r* " FNo N NDN ca Cars(p AM AM AMU HT( )0 AM ' NOON 0 NOON M p - 0 PM C i 0 L ,* ro a a 0 ti # 4- 0-4 44 ir 0 0 —1 r— 7 0 0 0 ' 0 � srar� �ccvraax Po too�l:c�C> C>o a C�o Q C>Q �.w W CD ttcg55� wa r"Lr)ry,.a+t:V' t CFS r4..a 7*„ ryCp c� �csr c �ac� rCD aLU CA CD e dR IM UJ x C5 q� CD Ln Lf'� Ln o a sn .. 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Street:SOUND AVE 26 Meters West of Cox Neck:Rd 5/20/2017 Sat 12:17 PM Persons Killed:0 Persons Injured:0 Extent of Injuries: Case.,2017-36729934 Accident 'lass:NON-REPORTABLE Police Agency;SOUT`1'HOLD TOWN PD Num,of Veh: I Type Of Accident:COLLISION WITH DEER ' Traffic Control:NO PASSING ZONE Manner of Collision.OTHER Weather:CLEAR Road Surface Condition:DRY Road Char.:STRAIGHT AND LEVEL. Light Condition.DAYLIGHT Loc.of Ped/Bicycle:NOT APPLICABLE Action of Ped/Biey�ci'c:NOT APPLICABLE Vch;I CAR/VAN/PICKUP Registered Weight: State of Registration:NY Nunn of Occupants. I Driver's Age:61 Sex-M Citation Issued:N Direction of Travel:WE, Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:GOING STRAIGHT AHEAD Apparent Factors:NOT APPLICABLE,ANIMAL'S ACTION County:Suffolk Muni:Southold(T) Ref Marker: Street:W MILL RD 5/31/201.7 Wed 16:47 PM Persons Milled:0 Persons Injured:0 Extent of Injuries: Case:2017-36746642 Accident Glass:PROPERTY DAMAGE Police Agency:SOUTHOLD TOWN PD Num of V&2 "Type Of Accident:COLLISION WITH MOTOR VEHICLE Traffic Control:NONE Manner of Collision;RIGHT ANGLE Weather:CLEAR Road Surface Condition:DRQ Road Char.:STRAIGHT AND LEVEL Light Condition:DAYLIGHT Loc.of Ped/Bicycle:NOT APPLICABLE Action of Ped/Bicycle:NOT APPLICABLE Veh:2 CAR/VAN/PICKUP Registered Weight:2723 State ofRcgistration:NY Num of Occupants:2 Driver's Age: Sex: Citation kssucd; Direction of'fraveL EAST Public Property Damage:OTHER School Bus lnvolved;OTHER Pre-Aced Action:PARKED Apparent Factors:NOT APPLICABLE,NOT APPLICABLE Veh:I CAR/VAN/PICKUP Registered Weight:5024 State of Registration:NY Nutn of Occupants`.I Driver's Age 51 Sex.M Citation Issued:N Direction ofTravel:SOUTH Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:BACKING Apparent Factors:BACKING UNSAFELY,NOT APPLICABLI County:Suffolk Muni:Southold(T) Ref,Marker: Street:(Route]4$ 30 Meters East of COX NECK RD 6/I512017 Thu 16:17 PM Persons Killed-0 Persons Injured:0 Extent of Injuries: Case::201.7-36767919 Accident Class:PROPERTY DAMAGE Police Agency:SOUTHOLD'TOWN PD Nurn of Vch:2 Type Of Accident:COLLISION WITH MOTOR VEHICLE Traffic Control:TRAFFIC SIGNAL Manner of Collision;REAR END Weather:CLEAR Road Surface Condition:DRY Road Char.:STRAIGHT AND LEVEL Light Condition.DAYLIGHT Loc.of PcddBicycle:NO'T APPLICABLE Action of Ped/Bicycle'NOT APPLICABLE Vch:I CAR/VAN/PICKUPRegistered Weight:29$5 State of Registration:NY Num of Occupants:I Driver's Age,42 Sex,M Citation Issued:N Direction of Travel:WEST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action.GOING STRAIGHT AHEAD Apparent Factors:DRIVER INATTENTION,NOT APPLICABLE Veh:2 CAR/VAN/PICKUP Registered Weight: 10000 State of Registration.,NY Slum of Occupants:2 Drivers Age:41 Sex:M; Citation Issued*N Direction of Travel:WEST Public Property Damage.OTHER School..Bus Involved:OTHER Pre-Acid Actiow GOING STRAIGHT AHEAD Apparent Factors NOT APPLICABLE,NOT APPLICABLE County:Suffolk Muni:Southold(T) Ref.Marker: Street:SOUND AVE AT INTERSECTION WITH Cox Neck Rd 7/30/201.7 Sun 13:27 PM Persons Killed:0 Persons Injured:0 Extent of Injuries: Case.2017-36027762 Accident Class:PROPERTY DAMAGE Police Agency:SOUTHOLD TOWN PD Nurn of Veh:2 Type Of Accident:COLLISION WITH MOTOR VEHICLE Tragic Control:TRAFFIC SIGNAL Manner of Collision:RIGHT ANGLE Weather.CLEAR Road Surface Condition.DRY Road Char:STRAIGHT AND LEVEL Light Condition DAYLIGHT' Loc.of Ped/Bicycle:NOT APPLICABLE Action of Ped/Bicycle.,NOT APPLICABLE Veh.I CAR/VAN/PICKUP Registered Weight.0 State of Registration:NY Num of Occupants: I primer's Age:37 Sex,M Citation Issued:N Direction of Travel:NORTH-WEST Public Property Damage:OTHER School Buss Involved;OTHER Pre-Aced Action:MAKING U TURN Apparent Factors:VIEW O STRUCTEDILIMITED.FAILURE TO YIELD RIGHT OF WAY Vch:2 CAR/VAN/PICKUP Registered Weight:3499 State of Registration:NY Num,of Occupants: I Driver's Age:67 Sex,F Citation Issued:N Direction of"travel,WEST Public Property Damage.OTHER School Bus Involved:OTHER Pre-Aced Action:GOING STRAIGHT AHEAD Apparent Factors:NOT APPLICABLE,NOT APPLICABLE County:Suffolk Muni:Southold(T) Ref.Marker: Street,COX NECK RD 233 Meters North of Ramp 9/29/2017 Fri 19:30 PM Persons Kilted:0 Persons Injured:0 Extent of lniuries: Case:2017-36909266 Accident Class:PROPERTY DAMAGE Police Agency:SOUTHOLD TOWN PD Num of Veh: I Type Of Accident:COLLISION WITH DEER Traffic Control:NO PASSING ZONE Manner of Collision:OTHER Weather:CLEAR Load Surface Condition:DRY Road Char..STRAIGHT AND LEVEL Light Condition:DARK-ROAD UNLIGHTED Loc,of Ped/Bicycle:NOT APPLICABLE Action of Ped/Bicycle:NOT APPLICABLE Veh:I CAR/VANIPICKUP Registered Weight:3030 State of Registration:NY Nunn of Occupants I Driver's Age:67 Sex:M Citation Issued:N Direction of Travel,SOUTH Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:GOING STRAIGHT AHEAD Apparent Factors:ANIMAL'S ACTION,NOT APPLICABLE County.,Sut1`olk Muni:Southold(T) Ref.Marker: Street:SOUND AVE AT INTERSECTION WITH Route 4 9/30/201.7 Sat 13:35 PM Persons Killed:0 Persons Injured:0 Extent of Injuries: Cast:2017-36909268 Accident Class:PROPERTY DAMAGE Police Agency;SOUTHOLD TOWN PGs Nuin of Veh.2 Type Of Accident:COLLISION WITH MOTOR VE141CLE Traffic C'ontroL TRAFFIC SIGNAL Manner of Collision;REAR END Weather:RAID Road Surface Condition:WET Road Char.:STRAIGHT AND LEVEL Light Condition:DAYLIGHT Loc,of Ped/Bicycle NOT APPLICABLE Action of Ped/Bicycle:NOT APPLICABLE Veh:1 CAR/VAN/PICKUP Registered Weight:3209 State of Registration:NY Num of Occupants:I Driver's Age:34 Sex;F Citation Issued:N Direction of Travel:EAST Public Properly Damage:OTHER School Bus Involved:OTHER lyre-Aced Action,GOING STRAIGHT AHEAD Apparent Factors:NOT APPLICABLE,DRIVER INATTENTION )/eh:2 CARIVAN/PICKUP Registered Weight:4142 State of Registration:NY Num of Occupants:I Driver's Age:53 Sex:M Citation Issued:N Direction of Travel:EAST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Actiory STOPPED IN TRAFIaIC Apparent Factors:NOT APPLICABLE,NOT APPLICABLE County„Suffolk Muni:Southold(T) Ref Marker: Street.SOUND AVE AT INTERSECTION WITH Cox Neck Rd 10/13/2.017 Fri 20:00 PM Persons milled:0 Persons Injured:0 Extent of Injuries: Carer 2017-3692+661 Accident Class:PROPERTY DAMAGE. Police Agency,SOIITHOLD FOWN PD Num of Veh: I Type OfAccident COLLISION WITH DEER Traffic Control:NONE Manner of Collision:OTFIER Weather;CLOUDY Road Surface Condition:DRY Road Char.:STRAIGHT AND LEVEL Light Condition.DARK-ROAD LIGHTED Loc.ofPedlBicycle:NOT APPLICABLE ,fiction ofPedll3icyele:NOT APPLICABLE Veh:1 CAR/VAN/PICKUP KUP Registered Weight:4396 State of Registration:NY Nuns of Occupants:I Driver's Age:53 Sex:F Citation Issued:N Direction of Travel:WEST Public Property Daanage:OTHER School Bus Involved.OTHER Pre-Aced Action:GOING STRAIGHT AHEAD Apparent Factors:NOT APPLICABLE,ANIMAL°S ACTION County:Suffolk Muni:Southold(T) Ref Marker: Street:COQ;NECK RD AT INTERSECTION WITH Ramp 1IM12017 Wed 11:11 AM persons Killed:0 Persons Injured.I Extent of Injuries:C Case:21117-36970185 Accident Class:PROPERTY DAMAGE AND INJURY Police Agency:SOUTHOLD TOWN PD Num of Veh:2 Type Of Accident COLLISION WITH MOTOR VEHICLE Traffic Control:YIELD SIGN Manner of Collision:REAR END Weather.CLOUDY Road Surface Condition:DRY Road Char.:STRAIGHT AND LEVEL Light Condition:DAYLIGHT Loc.of Ped/Bicycle:NOT APPLICABLE Action of Ped/Bicycle:NOT APPLICABLE Veh:l OTHER Registered Weight: State of Registration:-3 Nunn of Occupants° I Driver's Agv 57 Sex:F Citation Issued:N Direction of Travel:SOUTH-WEST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action,SLOWED OR STOPPING Apparent Factors:FOLLOWING TOO CLOSELY,NOT APPLICABLE Veh:2 CARIVANIPICKUP Registered Weight,2747 State of Registration:NY Num of Occupants: I Driver's Age:85 Sex:F Citation Issued:N Direction of Travel:SOUTH-NEST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:STOPPED IN TRAFFIC Apparent Factors:NOT APPLICABLE,NOT APPLICABLE County:Suffolk Muni:Southold(T) Ref Marker: Street:COX NECK RD AT INTERSECTION WITH Ramp II/24t2017 Fri 12:31 PM Persons Killed:0 Persons Injured• I Extent of Injuries:C Case.2017-36"7477 Accident Class:INJURY Police Agency:SOUTHOL.D TOWN PD Num of Veh:2 Type Of Accident:COLLISION WITH MOTOR VEHICLE Traffic Control:NO PASSING ZONE Manner ofColiision.REAR END Weather:CLEAR Road Surface Condition:DRY Road Char.:STRAIGHT AND LEVEL Light Condition:DAYLIGHT Loc.ofPcdlBicycle,NOT APPLICABLE Action of Ped+Bicycle:NOT APPLICABLE Veh:I CAR/VAN/PICKUP Registered Weight:4076 State of Registration:NY Num of Occupants:3 Driver's Agin:19 Sex:M Citation Issued:N Direction of Travel:SOUTH Public Property Damage:OTHER School Bus hnvolved:OTHER Pre-Recd Action:STARTING IN TRAFFIC Apparent Factors:NOT APPLICABLE,FOLLOWING TOO CLOSELY Veh:2 CAR/VAN/PICKUP Registered Weight:3178 State of Registration:NY Num of Occupants!2 Driver's Age.CSS Sex:M Citation Issued:N Direction of Travel:SOUTH Public Property Ramage-OTHER School Bus Involved:OTHER Pre-Aced Action:STOPPED IN TRAFFIC Apparent;Factors,NOT APPLICABLE,NOT APPLICABLE County.Suffolk Muni:Southold(T) Ref.Marker. Street:SOUND AVE AT INTERSECTION WITH Cox Neck Rd 4/13/2018 Fri 12:14 PM Persons]Gilled:0 Persons I,Clured:0 Extent of Injuries: Case:21118-37233551 Accident Glass:PROPERTY DAMAGE Police Agency:SOUTHOLD TOWN PD Num of Veh:2 Type Of Accident:COLLISION WITH MOTOR VEHICLE Traffic Control:TRAFFIC SIGNAL Manner of Collision:REAR END Weather:CLEAR Road Surface Condition:DRY Road Char.:STRAIGHT AND LEVEL, Light Condition.DAYLIGHTLoc.of Ped/Bicycle:NOT APPLICABLE Action ofPedlBicycle:NOT APPLICABLE Veh:2 CAR/VAN/PICKUP Registered Weight: State of Registration.MD Num of Occupants: I Driver's Age:29 Sex„M Citation Issued:N Direction of Travel:EAST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:STOPPED IN TRAFFIC Apparent Factors:NOT APPLICABLE,NOT APPLICABLE Veh:I OTHER Registered Weight: State of Registration:ME Nunn ofOccupant,�„: I Driver's Age:34 Sex;M Citation Issued:N Direction of Travel:EAST" Public property Damagc:OTHER School Bus Involved:OTHER Pre-Aced Action:STARTING IN TRAFFIC Apparent Factors:DR]VER INATTENTION,NOT APPLICABLE County:Suffolk Muni.Southold(T) Ref Marker: Street:ROUTE 48, 23 Meters East of Sound Ave 7/2/2II18 Mon 10:15 AM Persons killed:tl Persons Injured:tl Extent oflnjuries� Case:2018-37364424 Accident Class.PROPERTY DAMAGE Police Agency.SOUTHOLD TOWN PD Nucn of Veh:2 Type OfAccidcnt:COLLISION WITH MOTOR VEHICLE Traffic Control TRAFFIC SIGNAL Manner of Collision:REAR END Weather:CLEAT; Road Surface Condition:DRY Road Char.:STRAIGHT AND LEVEL Light Condition,DAYLIGHT Loc.of Ped/Bicycle:NOT APPLICABLE Action of Pcd/Bicycle.NOT APPI.JCABLE Veil:I CAR/VAN/PICKUP Registered Weight:5491 State of Registration:NY Num of Occupants: I Drivel's Age;63 Sex:M Citation Issued:N Direction of Travel,SOUTH-EAST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action.MAKING LEFT TURN Apparent Factors:DRIVER INATTENTION,NOT APPLICABLE eh:2 CAR/VANIPICKUP Registered Weight:5448 State of Registration:NY Num of Occupants: I Driver's Age:51 Sex:F Citation issued:N Direction of Travel:SOUTII-EAST Pubh'c Property Damage:OTHER School Bus Involved-tJT14ER'- Pre-Aced Action;MAKING LEFTTURN Apparent Factors:OUTSIDE CAR DISTRACTION,,NOT APPLICABLE County:Suffolk Muni:Southold(T) Ref,Marker: Street:ROUTE 48 57 Meters East of Sound Ave 7/31/2018 Tue 08:07 AM Persons Killed:tI Persons Injured:d Extent of lnjnries: Case.2018-37412529 Accident Class.PROPERTY DAMAGE Police Agency,SOUTHOLD TOWN PD Num of Veh:2 Type Of Accident:COLLISION WITH MOTOR VEHICLE Traffic Control:NONE Manner of Collision:REAR END Weather:CLEAN; Road Surface Condition:DRS' Road Char,:STRAIGHT AND LEVEL Light Condition:DAYLIGHT Loc.ofPed/Bicycle:NOT APPLICABLE Action ofPed/Bicycle:NOT APPLICABLE Veh 1 CAR/VAN/PICKUP Registered Weight.3173 State ofRegistratiow NY Nunn ofOLcupants.,I Driver's Age.26 Sex:M Citation Issued.N Direction of Travel EAST Public Property Damage,OTIIER School Bus Involved OTHER Pre-Aced Action:SLOWED OR STOPPING Apparent factors:DRIVER INATTENTION,NOT APPLICABLE Veh 1 OTHER Registered Weight: State of Registration:43 Nunn of Occupants:tI Driver's Age. Sex: Citation Issued, Direction of Travel:EAST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:SLOWED OR STOPPING, Apparent Factors:NOT APPLICABLE„NOT APPLICABLE County;Suffolk. Muni:Southold(T) Ref Marker: Street:SOUND AVE AT INTERSECTION WITH Route 48 IQ/19/2018 Fri 08:07 AM Persons killed;0 Persons Injured:0 Extent of Injuries: Case:2018-37537224 Accident Class:NON-REPORTABLE Police Agency:SOUTHOLD TOWN PI) Num of Veh:4 Type Of Accident.COLLISION WITH MOTOR VEHICLE Traffic Control:TRAFFIC SIGNAL Manner of Collision:REAR END Weather:CLEAR Road Surface Condition:DRY; Road Char.:STRAIGHT AND LEVET. Light Condition:DAYLIG14T Loc.of Ped/Bicycle:NOT APPLICABLE Action of Pod/Bicycle:NOT APPLICABLE Veh:I CARIVAN/PICKUP Registered Weight: State of Registration:NY Nunn of Occupants: I Drivers Age:29 Sex:M Citation Issued:Y Direction of Travel:EAST Public Property Damage:OTHER, School Bus Involved:OTHER Pre-Aced Action-STARTING IN TRAFFIC Apparent Factors:NOT APPLICABLE,GLARE Veh:2 CARl1/ANrPICKUP Registered Weight: State of Registration:NY burn of Occupants: I Driver's.Age:39 Sex:F Citation Issued:N Direction of Travel:FAST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action,STARTING IN TRAFF C Apparent Factors.NOT APPLICABLE,NOT APPLICABLE Veh:3 CAR/VANrP1CKUP Registered Weight: State of Registration:NY Nurn of Occupants: I Driver's Age:29 Sex:M Citation Issued:Y Direction of Travel,FAST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:STARTING IN TRAFFIC Apparent Factors.GLARE,NOT APPLICABLE Veh A CAR/VAN/PICKUP Registered Weight: State of Registration:IVY Num of Occupants: I Driver's Age:39 Sex:F Citation Issued:N Direction of Travel:EAST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:STARTING IN TRAFFIC Apparent Factors:NOT APPLICABLE,NOT APPLICABLE County:Suffolk Muni:Southold(T) Ref.Marker. Street.SOUND AVE AT INTERSECTION WITH Cox Neck Rd 11/20/2018 Tue 17:36 PM Persons Killed:0 Persons Injured: I Extent of Injuries:C Case:2018-37598473 Accident Class:PROPERTY DAMAGE AND INJURY Police Agency:SC}L!"I"I1OLD TOWN PD Num of Veh:3 Type Of Accident:COLLISION WITH MOTOR VEHICLE Traffic Control:TRAFFIC SIGNAL Manner of Collision:OTHER 'Weather:CLEAR Road Surface Condition:DRY Road Char.:STRAIGHT AND LEVEL Light Condition:DARK-ROAD LIGHTED Loc.of Ped/Bicycle:NOT APPLICABLE Action ofPed/Bicycle:NOT APPLICABLE Veh I CAR/VAN/PICKUP Registered Weight:5438 State of Registration:NY Num of Occupants:I Driver's Age:31 Sex:M Citation Issued:N Direction ourravel:EAST Public Property Damage:OTHER School Bus Involved:OTHER Pre•Acod Action,GOING STRAIGHT AHEAD Apparent Factors:FELL ASLEEP,FOLLOWING TOO CLOSELY eb:2 CAR/VAN/PICKUP Registered Weight:5143 State of Registration:NY Nunn of Occupants:I Driver's Age:58 Sex:F Citation Issued:N Direction of Travel:EAST Public Property Damage:OTHER School Bus Involved:OTIIER Pre-Aced Action:STOPPED IN TRAFFIC Apparent Factors.NOT APPLICABLE,NOT APPLICABLE "Veh:3 CAR/VAN/PICKUP Registered Weight:4835 State of Registration:NY Num of Occupants:2 Driver's Age;49 Sex:F Citation Issued:N Direction of Travel:EAST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action,S'T'OPPED IN TRAFFIC Apparent Factors NOT APPLICABLE,NOT APPLICABLE County:Suffolk Muni:Southold(T) "Ref:Marker: Street:[Route]48 AT INTERSECTION WITH SOUND AVE 1/15/2019 Tire 13:13 PM Persons Killed:0 Persons Injured:0 Extent of Injuries* Case:2019-37689925 Accident Class:PROPERTY DAMAGE Police Agency:SOUT HOLD TOWN PD Num of Veh:2 Type OfAccident:COLLISION WITH MO'T'OR VEHICLE Traffic Control;TRAFFIC:SIGNAL Manner of Collision:REAR END Weather.CLEAR Road Surface Condition,DRY Road Char..STRAIGHT AND LEVEL Light Condition:DAYLIGHT Loc.ofPed/Bicycle:NOT APPLICABLE Action ofPed/Bicycle:NOT APPLICABLE Veh:2 CAR/VAN/PICKUP Registered Weight:5225 State of Registration;NY Num of Occupants:I Driver's Age:53 Sex:M Citation Issued:N Direction of Travel:WEST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action-STOPPER IN TRAFFIC Apparent Factors:NOT APPLICABLE,NOT APPLICABLE Veh;1 CAR/VANIPICKUP Registered Weight:3845 State of Registration:NY Num of Occupants: I Driver's Age:41 Sex:M Citation Issued:N Direction of Travel:WEST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:GOING STRAIGHT AHEAD Apparent Factors.DRIVER INATTENTION,1~NOT APPLICABLE County:Suffolk Muni:Southold(T) Ref.Marker. Street:COX NECK RD AT INTERSECTION WITH W Mill Rd 6/512019 Wed 800:45 AM Persons Killed:0 Persons Injured:0 Extent of Injuries: Case:2019-37914972 Accident Class:PROPERTY DAMAGE Police Agency:SOUTHOLD TOWN PD Num of Veh: 1 Type Of Accident:COLLISION WITHTREE - Traffic Control,STOP SIGN Manner of Collision:OTHER Weather:CLEAR Road Surface Condition:DRY Road Char.-STRAIGHT ANIS LEVEL" Light Condition:DARK-ROAD LIGHTED Loc,of Ped/Bicycic:NOT APPLICABLE Action of Ped/Bicycle.NOT APPLICABLE Vett:I CAWVANIPICKUP Registered Weight:3771 State of Registration;NY Num of Occupants: I Driver's Age:55 Sex;M Citation Issued:N Direction of Travel:SOUTH Public Property Damage OTHER School Bus Involved:OTHER Pre-Aced Action:GOING STRAIGHT AHEAD Apparent Factors:UNSAFE SPEED,TRAFFIC CONTROL DEVICES DIS FGARDED County.Suffolk Muni:Southold(T), Ref.Marker: Street:RAMP 32 Meters South of Cox Neck Rd 6/15120119 Sat 22:39 PM Persons Killed:tI Persons Injured:01 Extent of Injuries: Case:2019-37930320 Accident Glass:NON-REPORTABLE Police Agency:SOUTHOLD TOWN PD Num of Vela:2 Type Of Accident:COLLISION WITH MOTOR VEHICLE Traffic Control:YIELD SIGN Manner of Collision:REAR END Weather:CLEAR' Road Surface Condition:DRY Road Char.:STRAIGHT AND LEVEL Light Condition;DARK-ROAD UNLIGHTED Loc.of Ped/Bicycle:NOT APPLICABLE Action of Ped/Bicycle:NOT APPLICABLE Vch:I CARIVANIPICKUP Registered Weight: State of Registration:NY Num of Occupants:2 Driver's Age. 19 Sex:F Citation Issued:N Direction of Travel:SOUTH-WEST Public Property Damage.OTHER School Bus Involved:OTHER Pre-Aced Action,STOPPED IN TRAFFIC Apparent Factors:NOT APPLICABLE,NOT APPLICABLE; Veh:2 CAR/VAN/PICKUP Registered Weight: State of Registration:NY Flute of Occupants:I Driver's Agc:25 Sex:M Citation Issued:N Direction of Travel:SOUTH-WEST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:STARTING IN TRAFFIC Apparent Factors.NOT APPLICABLE,DRIVER INATTENTION County:Suffolk Muni:Southold(T) Ref.Marker: Street,SOUND AVE AT INTERSECTION WITH Route 48' 8/2/28119 Fri 15:42 PM Persons Filled:tI Persons Injured.Q Extent of Injuries: Case:2019-384)07278 Accident Glass:PROPERTY DAMAGE Police Agency:SOUTHOLD TOWN PI) Num.of Veda:2 Type Of Accident:COLLISION WITH MOTOR VEHICLE Traffic Control:TRAFFIC SIGNAL Manner of Collision:REAR END Weather„CLEAR; Road Surface Condition:DRY Road Char.:STRAIGHT AND LEVEL Light Condition:DAYLIGHT Loc.of Ped/Bieyele.NOT APPLICABLE, Action of Ped/Bicycle:NOT APPLICABLE Vch:l CAR/VAN/PICKUP Registered Weight: State of Registration:N,8 Num of Occupants: l Driver's Age.51 Sex.M Citation Issued:N Direction'of TraveL EAST Public Property Damage:OTHER School Bus Involved:OTHER, Pre-Aced Action:GOING STRAIGHT"AHEAD Apparent Tactors:FOLLOWING TOO CLOSELY,NOT APPLICABLE Veh:2 CARIVAN/PICKUP Registered Weight:3400 State of Registration:NY Num of Occupants:I Drivers Age:39 Sex:M Citation Issued:N Direction of Travel:EAST Public Property Dam OTHER School Bus Involved.,OTI4ER Pre-Aced Action:STOPPED IN TRAFFIC Apparent Factors:NOT APPLICABLP,NOT APPL.ICABLF. County:Suffolk Muni:Southold(T) Ref Marker: Street:[Route]4$ AT INTERSECTION WIT14 COX NECK RD 12/14/2019, Sat 10:13 AM Persons Killed:0 Persons Injured:0 Extent of lnauroes: Case.2019-38232184 Accident Class:PROPERTY DAMAGE Police Agency:SOUTHOLD TOWN PD Turn of Veh:2 Type Of Accident:COLLISION WITH MOTOR VEHICLE Traffic Control:TRAFFIC SIGNAL Manner of Collision:REAR END Weather:RAIN Road Surface Condition:WET Road Char.:STRAIGHT ANIS LEVEL Light Condition:DAYLIGHT Loc.ofPed/Bicycle:NOT APPLICABLE Action ofPed/Bicy°cle:NOT APPLICABLE Veh!] CAR/VAN/PICKUP Registered'Weight: State of Registration:NJ Aunt of Occupants: 1 Driver's Age 48 Sex:M Citation Issued:N Direction of Travel:EAST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:STARTING IN TRAFFIC Apparent Factors:NOT APPLICABLE,FOLLOWING TOO CLOSELY Veh'2 CAR/VAN/PICKUP Registered Weight:4807 State of Registration:NY Num of Occupants.I Driver's Age:50 Sex.M Citation Issued:N Direction of Travel:EAST Public Property Damage:OTHER School Bus Involved:OTHER Pre-Aced Action:STARTING IN TRAFFIC Apparent Factors:NOT APPLICABLE,NOT APPLICA13LE County:Suffolk Muni.Southold(T) Ref.Marker: Street:COX NECK RD AI' NTERSECTION WITH Sound Ave 2/22/2020 Sat 11.25 AM Persons Killed:0 Persons Injured:0 Extent of Injuries: Cage:2020-38346687 Accident Class:PROPERTY DAMAGE Police Agency:SOUTHOLD TOWN PD Num of Veh:3 Type Of Accident:COLLISION WITH MOTOR VEHICLE Traffic Control:NONE Manner of Collision:OT14ER Weather:CLEAR Road Surface Condition:DRY Riad Char.:CURVE AND LEVEL Light Condition:DAYLIGHT Loc.of Ped/13icycle:NOT APPLICABLE Action of Ped/Bicycle:NOT APPLICABLE Veh:2 CAR/VANIPICKUP Registered Weight:10000 State of Registration:NY Nutri of Occupants:2 Driver's Age: Sex. Citation Issued: Direction of Travel:NORTH Public,Property Damage,:OTHER School Bus Involved:OTHER Pre-Aced Action.PARKED Apparent Factors:NOT APPLICABLE,NOT APPLICABLE Veh:I TRUCK Registered Weight.75000 State of Registration:EKY Nunn of Occupants:I Driver's Age:34 Sex.M Citation Issued:N Direction ofTraveL NORTII Public Property Damage:OTHER School Bus Iuvwolved:OTHER Pre-Aced Action:MAKING RIGHT TURN Apparent Factors:VIEW OBSTRUCTED/LIMITED,NOT APPLICABLE Veh:3 CAR/VAN/PICKUP Registered 1Veight:9900 State of Registration:NY Num of Occupants;2 Driver's Age: Sex: Citation Issued: Direction of Travel:NORTH Public Property Dannage:OTHER School Bus Involved:OTHER Pre-Aced Action:PARKED Apparent Fac^tors:NOT APPLICABLE,NOT APPLICABLE County:Suffolk Muni:SoutholdM ;Ref.Marker: Street. 6/6/2020 Sat 09:51 AM Persons Killed:0 Persons lnjured:0 Extent of Injuries: Case:2020-38432018 Accident Class:PROPERTY DAMAGE Police Agency:SOUTHOLD TOWN PD Nusnn ofVeh:2 Type Of Accident:COLLISION WITH MOTOR VEHICLE Traffic Control:NONE Manner of Collision:REAR FIND Weather CLEAR Road Surface Condition:DRY Road Char.:STRAIGHT AND LEVEL Light Condition:DAYLIGHT Linc.of Ped/ icycle:NOT APPLICABLE Action of Ped/Bicycle NOT APPLICABLE Veh:1 TRUCK Registered Weight: 12135 Nurst of Occupants:4 State of Registratiorn:NY Driver's Age:31 Sex:M Citation Issued: Direction ofTravel:EAST Public Property Darnage:OTHER Schnol Bus Involved:OTHER It Pre-Ad Action:BACKING Apparent Factors,BACKING UNSAFELY,lalOT APPLICABLE Veh,2 CAR/VAN/PICKUP Registered Weight:2711 Num of Occupants: 1State ofRegistration,ICY Driver's Age: Sex: Citation Issued. Direction of Travel:EAST Public Property Darnage:OTHER School Bus Involved:OTHER Pre-Aced Action:PARKED Apparent Factors NOT APPLICABLE,NOT APPLICABLE County:Suffolk Muni:Southold(T) Ref.Marker: Street:RAMP AT INTERSECTION WITH Cox Neck Ctrl 6/19/2020 Fri 16:15 PM Personas Killed tl Persons Injured:tl Extent of injuries: Case:202[13844661 I Accident Class:PROPERTY DAMAGE Police Agency:SC3t7T}1C7LI7 TOWN PD Type OfAccident:COLLISION WITH MOTOR VEHICLE Num of Vela:2 Manner of Collision:REAR ENI) Traffic Control:YIELD SIGN i Road Surface Condition:DRQ Road Char.:STRAIGHT ANIS LEVEL Weather CLEAR Loc,of Ped/Bicycle:NOT APPLICABLE Action Light Cnd'itiou:DAYLIGHT LIGHT: CYn ofPedJl3icycle,NOT APPLICABLE Vela:I AR/VAN/PICKUp Registered Weight:4193 Nnrn of Occupants:IState of Registration:NY Driver's Age:35 Sex:M Citation Issued:N Direction of Travel:SOUTH-WEST Public Property E arnagc.OTHER School Bus Involved:OTHER Pre-Aced Action:MAKING RIGHT TURN Apparent Factors;FOLLOWING TOO CLOSELY,NOT APPLICABLE Veh:2 CARCVAN/PIC}CUP Registered Weight:3812 .Nona oft�cu Occupants: State of Registratr'oin.NY P Driver's Age:76 Sex:M Citation Issued;N Direction of Travel:SOUTH-WEST Public Property Damage!OTHER School Bus Involved,OTHER Pre-Aced Action:MAKING RIGHT TURN Apparent Factors:NOT APPLICABLE,NOT APPLICABLE