Table of Contents FIGURES TABLES APPENDICES. Traffic Impact Study Hudson Street Parking Garage MC Project No.: A Table of Contents

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Table of Contents Table of Contents I. INTRODUCTION... 2 II. EXISTING CONDITIONS... 5 III. 215 EXISTING TRAFFIC CONDITIONS... 6 IV. HCM CAPACITY ANALYSIS... 9 V. 218 NO-BUILD TRAFFIC CONDITIONS... 1 VI. TRIP GENERATION & DISTRIBUTION...... 13 VII. 218 FULL BUILD TRAFFIC CONDITIONS... 18 VIII. SITE PLAN ANALYSIS... 25 IX. PARKING ANALYSIS... 25 X. SUMMARY AND CONCLUSIONS... 26 FIGURES Figure 1 Site Location Map... 3 Figure 2 Site Plan... 4 Figure 3 215 AM & PM Peak Hour Traffic Volumes... 8 Figure 4 215 AM & PM Peak Hour LOS/Delay... 1 Figure 5 218 No-Build AM & PM Peak Hour Traffic Volumes... 11 Figure 6 218 No-Build AM & PM Peak Hour LOS/Delay... 12 Figure 7 Trip Distribution Percentages... 15 Figure 8 218 AM & PM Site Generated Trips... 16 Figure 9 218 Full Build AM & PM Peak Hour Traffic Volumes... 2 Figure 1 218 Full Build AM & PM Peak Hour LOS/Delay... 21 Figure 11-218 Full Build AM & PM Peak Traffic Volumes w/ Reversed low... 22 Figure 12-218 Full Build AM & PM Peak LOS /Delay w/ Reversed Flow... 23 TABLES Table 1 215 Existing Traffic Volumes... 6 Table 2 HCM 2: Signalized and Unsignalized LOS/Delay Criteria... 9 Table 3 Peak Hour Level of Service and Delay Comparison... 18 Table 4 Peak Hour Level of Service and Delay Comparison... 18 APPENDICES APPENDIX A....VILLAGE OF RIDGEWOOD TAX MAP APPENDIX B.... MANUAL TURNING MOVEMENT COUNT DATA APPENDIX C.... SYNCHRO HCM CAPACITY ANALYSIS SUMMARY SHEETS

I. INTRODUCTION Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix This Supplemental Traffic Impact Study is submitted in association with the inclusion of the proposed Hudson Street Parking Garage within the existing property, known as Block 389, Lots 12 & 13 in the Village of Ridgewood, Bergen County, New Jersey. The existing property is located along 21 35 Hudson Street between South Broad Street and Prospect Street. The overall property consists of approximately.8 acres of land and currently contains a surface parking lot. The site borders the downtown central business district to the north, some commercial/retail property to the west, another surface parking lot to the east and a church to the south. The site location map is included within Figure 1 on the following page and the Village of Ridgewood Tax Map is included in Appendix A of this report. The proposed development will consist of a single building containing five floors with a total gross square footage of 138,38 SF. The total number of parking spaces within the proposed parking garage is 325. Access to the parking garage will be from Hudson Street, via a two-way, stop controlled driveway. Based on these characteristics, the site will be classified as a parking facility for the traffic operations analysis. Since this site is neither a trip nor parking generator, the surrounding land uses and operation of the surrounding surface parking lots were examined in order to quantify the operation of the proposed facility. The overall site plan is detailed within Figure 2 of this report. This study presents an evaluation of the current and future traffic conditions in the vicinity of the site and provides an analysis of the traffic and parking impacts of the proposed development. Specific elements included in this study are: An inventory of the roadway facilities in the vicinity of the project, including the existing physical and traffic operating characteristics; Data Collection of the 215 Existing Traffic Conditions; Site Generated Trips using the ITE Trip Generation Manual, 9 th Edition; Trip Distribution and Assignment of the new vehicle trips; Full Build Traffic Volumes for the Full-Build year of 218; Peak Hour Capacity Analysis for the Existing and Full Build Conditions; Analysis of Internal Vehicular Circulation and Safety; Analysis of On-Site Parking Requirements; and, Summary and Conclusions.

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix Figure 1 Site Location Map SITE LOCATION BLOCK 389, LOTS 12 & 13 HUDSON STREET PARKING GARAGE 21 35 HUDSON STREET VILLAGE OF RIDGEWOOD, BERGEN COUNTY, NJ FIGURE 1

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix Figure 2 Site Plan SITE PLAN HUDSON STREET PARKING GARAGE By DESMAN DESIGN MANAGEMENT FIGURE 2

II. EXISTING CONDITIONS Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix A field investigation was conducted adjacent to the project site to obtain an inventory of existing roadway conditions, posted traffic controls, adjacent land uses, lane configurations of the intersections in the study area, and existing vehicular and pedestrian traffic patterns. The following is a brief description of the roadways: Hudson Street is an east-west oriented roadway which spans approximately 495 feet between South Broad Street and Prospect Street. In the project vicinity, the roadway provides a single, one-way travel lane in the westbound direction. Currently, the street ends at a stop controlled T- intersection with traffic allowed to make a right or left onto South Broad Street. The total roadway width measures approximately 3-feet with parking aisles on both sides of the travel way. The on-street parking is governed by parking meters. There is no posted speed limit on the roadway segment, but surrounding use dictates an enforceable speed limit of 25 MPH. It is noted that east of Prospect Street Hudson Street becomes Dayton Street. The proposed site is located on the north side of the roadway. Prospect Street is a bi-directional, north-south oriented roadway which intersects Hudson Street/Dayton Street. In the project vicinity, the roadway provides two travel lanes, one northbound and one southbound. The total roadway width measures approximately 34-feet with parking aisles on both sides of the travel way. The on-street parking is governed by parking meters. There is no posted speed limit on the roadway segment, but surrounding use dictates an enforceable speed limit of 25 MPH. The roadway is unsignalized and flows freely at is intersection with Hudson Street / Dayton Street. Pedestrian cross walks are striped at all four corners of the aforementioned intersection. South Broad Street is a bi-directional, north-south oriented roadway which intersects Hudson Street. The roadway forms a three-leg intersection with Hudson Street, where it is unsignalized and flows freely through the intersection. Metered street parking is present along the west side of the roadway north of Hudson Street, and along the east side of the roadway south of Hudson Street. The total roadway width measure approximately 36-feet. Passaic Street is an east-west oriented roadway which spans approximately 6 feet between South Broad Street and Prospect Street. In the project vicinity, the roadway provides a single, one-way travel lane in the eastbound direction. Currently, the street ends at a stop controlled T- intersection with traffic allowed to make a right or left onto Prospect Street. The total roadway width measures approximately 3-feet with parking aisles on both sides of the travel way. The on-street parking is governed by parking meters. There is no posted speed limit on the roadway segment, but surrounding use dictates an enforceable speed limit of 25 MPH. It is noted that approximately 2 east of South Broad Street there is a midblock crosswalk adjacent to a one way driveway for the Mt. Carmel School. Five (5) other driveways are present along the roadway accessing the adjacent properties. The proposed site is located on the north of the roadway.

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix III. 215 EXISTING TRAFFIC CONDITIONS To gain an understanding of the existing traffic conditions, Maser Consulting collected traffic data at the intersections of South Broad Street & Hudson Street and Prospect Street & Hudson Street / Dayton Street on Wednesday, October 7, 215. Additional traffic data was collected for the intersections of South Broad Street & Passaic Street and Prospect Street & Passaic Street on Tuesday, February 23, 216. Automated Turning Movement Counts (ATCs) were conducted by Maser Consulting at both of the unsignalized intersections. ATCs were counted during the weekday AM and PM peak hours of operation to coincide with the peak volumes experienced in and around the central business district area during these times. Therefore, the ATCs were conducted between the hours of 7:AM and 9:AM in the morning and between the hours of 3:PM and 6:PM in the evening. The PM Peak Period was extended for the data collection along the intersections with Passaic Street from 3:PM to 6:PM. This was done in order to account for any pedestrian traffic volume due to the adjacent school near the intersection of South Broad Street and Passaic Street. Based on the traffic volumes observed, the intersection peak hours occurred from 7:3AM to 8:3AM and 5:PM to 6:PM for Prospect Street & Hudson Street / Dayton Street, from 8:AM to 9:AM and 4:45PM to 5:45PM for South Broad Street & Hudson Street, from 8:AM to 9:AM and 4:45PM to 5:45PM for South Broad Street & Passaic Street, and from 8:AM to 9:AM and 4:45PM to 5:45PM for Prospect Street & Passaic Street. The following table details the peak hour traffic volumes observed at the study interaction. Table 1 215 Existing Traffic Volumes Peak Hour of Operation 7:3AM 8:3AM 5:PM 6:PM Peak Hour of Operation 8:AM 9:AM 4:45PM 5:45PM Prospect Street SB Dayton Street WB Prospect Street NB Hudson Street EB Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds 7 2 2 17 1 19 62 3 7 4 85 7 4 11 14 4 32 18 141 82 12 84 99 72 15 24 South Broad Street SB Hudson Street WB South Broad Street NB - Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds - 229 14 16-68 1 179-11 - - - - - 295 29 143-115 3 15-5 - - - -

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix Table 1 (continued) Peak Hour of Operation 8:AM 9:AM 4:45PM 5:45PM Peak Hour of Operation 8:AM 9:AM 4:45PM 5:45PM South Broad Street SB Passaic Street WB South Broad Street NB - Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds - 172 119 1 - - - 15 121 164-5 - - - - - 199 155 7 - - - 12 62 131-5 - - - - Prospect Street SB - Prospect Street NB Passaic Street EB Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds 1 68 - - - - 154-3 6 1 82 7 96 - - - - 154 2 98 1 121 2 The peak hour factor (PHF) is a ratio which expresses the relationship between the peak fifteen minute flow rates and the full hourly volume. The PHF is calculated by multiplying the peak 15- minute flow rate at an intersection by four and then dividing the intersection hourly volume by that value. PHFs in urban areas are usually observed between.8 and.98. These statistics indicate that the recorded traffic volumes approach the intersection consistently, with minimal interruption in the traffic stream. The formula for the peak hour factor is detailed below: PHF = V 4 V15 Where as; PHF...represents the Peak Hour Factor V...represents the total hourly Volume; and, V15...represents the peak fifteen minute Volume. The intersection of Prospect Street & Hudson Street / Dayton Street experienced a PHF of.85 during the AM peak period and.94 during the PM peak period. The intersection of South Broad Street & Hudson Street experienced a PHF of.84 during the AM peak period and.95 during the PM peak period. The intersection of Prospect Street & Passaic Street experienced a PHF of.63 during the AM peak period and.87 during the PM peak period. The intersection of South Broad Street & Passaic Street experienced a PHF of.94 during the AM peak period and.88 during the PM peak period. These PHFs indicate that there is some fluctuation in traffic progression during the AM/PM peak hours, with sudden increases in traffic during some of the fifteen minute intervals counted. Figure 3 on the following page details the 215 existing traffic volumes.

Figure 3 215 AM & PM Peak Hour Traffic Volumes Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix IV. HCM CAPACITY ANALYSIS The peak hour traffic operations within the project vicinity were evaluated at the study intersection. The analyses were performed using the latest version of Synchro Trafficware, Version 8.; a traffic analysis and simulation program. The results of these analyses provide Level of Service (LOS), volume/capacity descriptions and average seconds of delay for the intersection movements. The efficiency with which an intersection operates is a function of volume and capacity. The capacity of an intersection is the volume of vehicles it can accommodate during a peak hour. Level of Service is a qualitative measure describing operational conditions within a traffic stream in terms of traffic characteristics such as freedom to maneuver, traffic interruption, comfort and convenience. Six LOS are defined for each type of facility with analysis procedures available. Levels of Service range from "A" through "F", with "A" representing excellent conditions with no delays and failure and deficient operations denoted by Level "F". The HCS 2 LOS criteria for intersections are summarized in Table 2. Table 2 HCM 2: Signalized and Unsignalized LOS/Delay Criteria Level of Service Average Control Delay (sec/veh) Signalized Intersection Unsignalized Intersection A < 1 < 1 B > 1-2 > 1-15 C > 2-35 > 15 25 D > 35 55 > 25 35 E > 55 8 > 35 5 F > 8 > 5 215 EXISTING CONDITIONS HCM CAPACITY ANALYSIS The existing peak hours of operation were evaluated at the study intersection for both AM and PM traffic volumes. The results of these analyses provide Level of Service and average seconds of delay for the intersection movements. In the existing condition, the main approaches of South Broad Street operate with LOS A in both peak periods. The Hudson Street minor approach operates with LOS B in peak periods. The main approaches of Prospect Street operate with LOS A in both peak periods. While the minor approach of Dayton Street operates with LOS B in the both peak periods. It is noted that the minor approaches of Passaic Street also operate at a LOS B during both peak periods. The existing operating service levels and delay are included on Figure 4 on the following page.

Figure 4 215 AM & PM Peak Hour LOS/Delay Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix V. 218 NO-BUILD TRAFFIC CONDITIONS To determine the traffic impact of the development, an estimation of the traffic operational characteristics at the Full Build date, without the construction of the project (or No-Build condition) is made. The existing volumes are projected to the Full Build year of 218. By applying the background growth rate from the New Jersey Department of Transportation Annual Background Growth Rate Table (215-217), for Urban Minor Arterial Roadways within Bergen County, a background growth rate of 1.5% is applied to the existing traffic volumes. This forecast accounts for general increases in local traffic volumes each year in the study area. The results of this forecast are shown on the following traffic figure, Figure 5. 218 NO-BUILD CONDITIONS HCM CAPACITY ANALYSIS The existing peak hours of operation were evaluated at the study intersection for both AM and PM traffic volumes. The results of these analyses provide Level of Service and average seconds of delay for the intersection movements. In the no-build condition, the main approaches of South Broad Street operate with LOS A in both peak periods. The Hudson Street minor approach operates with LOS B in peak periods. The main approaches of Prospect Street operate with LOS A in both peak periods. While the minor approach of Dayton Street operates with LOS B in the both peak periods. It is noted that the minor approaches of Passaic Street also operate at a LOS B during both peak periods. The existing operating service levels and delay are included on Figure 6 on the following page.

Figure 5 218 No-Build AM & PM Peak Hour Traffic Volumes Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix

Figure 6 218 No-Build AM & PM Peak Hour LOS/Delay Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix VI. TRIP GENERATION & DISTRIBUTION It was noted in our site visits that the proposed site is located in close proximity to the downtown business area of the Village of Ridgewood. It was also considered that the proposed use, a multistory parking structure, is not considered a generator of traffic or parking since users do not make trips for the sole purpose of parking. As such, we examined both the surrounding land uses as well as the surrounding surface parking lots in order to gain a better understanding as to the parking capacity and demand for those facilities in the area. The analysis is based on the assumption that the deck will be 5% full during the peak hour. This factor was deemed to be conservative for the purposes of our analysis. This also indicates that the site could operate closer to or further from maximum capacity outside of the observed peak hours. It should also be noted that the available 78 parking stalls from the existing surface parking lot currently located at the proposed site were accounted for within our calculations for ambient traffic in our analysis. TRIP DISTRIBUTION Trip distribution methodology is developed based on a variety of factors. These factors include the size and type of land use generating trips, the existing travel patterns within the adjacent roadway network, adjacent land uses, and the proximity of major arterials within the project vicinity. The location of the subject site requires all trips to enter/exit the site to/from the intersection of Prospect Street & Hudson Street / Dayton Street, with one potential access point. Based on the site location, vehicular traffic may be generated from points north, south and east of the intersection. Examining the roadway network, it is anticipated a majority of traffic will approach the site from the north and south due to the presence of C.R. 57, C.R. 59 and Route 17, the primary arterial in the project vicinity. As a result, Maser Consulting proposed a trip distribution ratio of 6:4 for the proposed development, with 6% of trips generated to/from points north and 4% of trips generated to/from points south. TRIP ASSIGNMENT The proposed development only has one access driveway which is located on a one way street and will serve for both ingress and egress. This access driveway will be located along Hudson Street approximately 2 feet west from its intersection with Prospect Street. Similar to trip distribution, trip assignment is also a product of multiple factors. Characteristics such as proximity to parking, availability of traffic movements and distance from the destined external roadway all impact a motorist s decision making process. Additionally, driver behavior varies between entering and exiting trips.

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix Since the site may only be accessed through Hudson Street which allows for one way circulation of traffic in a westbound travel direction, and there is only one access point to and from the site, we can say that 1% of incoming traffic will utilize the access point. As to the distribution of traffic approaching Hudson Street in order to access the site, it is observed based upon current traffic distributions adjusted for future growth that 4% of traffic would approach from northbound Prospect Street, 55% would approach from westbound Dayton Street and the remaining 5% would approach from southbound Prospect Street. The site generated trip distribution is detailed within Figures 7 and 8 on the following pages.

Figure 7 Trip Distribution Percentages Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix

Figure 8 218 AM & PM Site Generated Trips Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix VII. 215 FULL BUILD TRAFFIC CONDITIONS In the Full-Build scenario, the study intersections were analyzed using Synchro, a traffic analysis and simulation program. To simulate the Full-Build conditions existing traffic volumes were adjusted based upon the NJDOT Background Growth Tables. SOUTH BROAD ST & HUDSON ST AND PROSPECT ST & HUDSON ST / DAYTON ST The results of the HCM Capacity Analysis determined that the unsignalized intersections of South Broad Street & Hudson Street and Prospect Street and Hudson Street / Dayton Street will experience a drop in their LOS for the STOP controlled movements, but otherwise will maintain efficient LOS in the 218 Full Build Condition. Table 3 below summarizes the LOS and delay per vehicle in seconds for each approach. Table 3 Peak Hour Level of Service and Delay Comparison Roadway South Broad St Hudson St Roadway Prospect St Hudson St / Dayton St Roadway Existing Driveways Proposed Driveway App. 215 Existing 218 Full Build AM PM AM PM NB A/. A/. A/. A/. SB A/. A/. A/. A/. EB - - - - WB B/11.4 B/11.7 B/11.6 B/13.6 App. 215 Existing 218 Full Build AM PM AM PM NB A/4.1 A/3.1 A/4.1 A/3.1 SB A/.2 A/.4 A/.4 A/.4 EB - - - - WB B/12.9 B/13.1 C/16.4 B/13.5 App. 215 Existing 218 Full Build AM PM AM PM NB A/. A/. - - SB A/9.5 A/9.9 - - NB - - A/. A/. SB - - A/9.7 B/1.4 SOUTH BROAD ST & PASSAIC ST AND PROSPECT ST & PASSAIC ST The results of the HCM Capacity Analysis determined that the unsignalized intersections of South Broad Street & Passaic Street and Prospect Street and Passaic Street will experience a minor increase in delay for the STOP controlled movements, but otherwise will maintain

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix efficient LOS in the 218 Full Build Condition. Table 4 below summarizes the LOS and delay per vehicle in seconds for each approach. Table 4 Peak Hour Level of Service and Delay Comparison Roadway South Broad St Passaic St App. 215 Existing 218 Full Build AM PM AM PM NB A/. A/. A/. A/. SB A/3.9 A/4.3 A/3.4 A/2.6 EB - - - - WB - - - - Roadway Prospect St Passaic St App. 215 Existing 218 Full Build AM PM AM PM NB A/. A/. A/. A/. SB A/. A/. A/. A/. EB B/11.1 B/1.5 B/11.4 B/1.6 WB - - - -

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix Figure 9 218 Full Build AM & PM Peak Hour Traffic Volumes

Figure 1 218 Full Build AM & PM Peak Hour LOS/Delay Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix REVERSED TRAFFIC CIRCULATION ON HUDSON AND PASSAIC STREET To look into the advantages of changing the direction of the flow of traffic on Hudson Street, a preliminary reversed one way analysis was performed reversing the traffic circulation on Hudson Street from one way westbound to one way eastbound. This change would also eliminate the through movement from Dayton Street eastbound at its intersection with Prospect Street. Volumes from the intersection of Prospect Street which were either through or turning movements onto Hudson Street westbound were redistributed to the intersection of South Broad Street and Hudson Street utilizing the naturally occurring trip distributions observed during our turning movement counts. Figures 1 & 11 depicts the traffic volumes and delay/los for reverse flow on Hudson Street. In either analysis the LOS is comparable, so by changing the flow the location of the volume impact is simply moved to another location.

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix Figure 11 218 Full Build AM & PM Peak Traffic Volumes w/ Reverse Flow

VIII. SITE PLAN ANALYSIS Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix With the adjusted traffic volumes applied to the roadway network and their impact on the existing roadways determined, the proposed site plan must be examined for compliance with local and national criteria. This section of the report will investigate the proposed site circulation, site access, parking availability, available sight distance and vehicular safety to determine compliance with the specified standard. INTERSECTION SIGHT DISTANCE The available sight distance required at the site access point is directly dependent to the design speed on the adjacent roadway. The speed limit on all roadways fronting the site is 25 MPH, which equates to a design speed of 3 MPH and an intersection sight distance of 29 for passenger vehicles and a stopping sight distance of 2. The proposed access driveway would provide an intersection sight distance of approximately 22. However, a lower sight distance maybe acceptable as the access point where vehicles will be stopped and turning from is located on a roadway which only offers one way circulation. This means that vehicles leaving the site will only be allowed to make right turns onto the roadway, thus making shorter time gaps for turning movements acceptable. It is our belief that this along with the existing street parking available on both sides of the roadway create a condition where parking movements occur with relative frequency and would serve to make drivers entering the roadway more aware of these types of turning movements. It may also be said based upon our analysis that many of the vehicles accessing Hudson Street would only do so in order to access the proposed garage, thus allowing opportunities for vehicles to exit simultaneously. IX. PARKING ANALYSIS Since the proposed development is a multi-story parking facility, it is not considered a trip generator or generator of parking demand. As such, we may consider this a storage facility that will remove traffic volume from the road and increase capacity. Overall, the proposed site provides a total of 325 parking stalls which are expected to be 5% filled during the peak hour and operate closer to capacity outside of the observed peak hours. The 78 parking stalls provided by the existing surface parking lot were accounted for within the ambient traffic in our traffic model. To determine if the proposed site complies with the local requirements, the Village of Ridgewood Town Code was referenced. The site will generally conform with Chapter 19: Land Use Development & Chapter 265: Vehicles and Traffic as they relate to off-street parking, site access and circulation of traffic throughout the proposed site. Please note that Chapter 265 of the town code requires that parking stalls for this application provide 2 foot deep stalls while 18 foot deep stalls are provided. As 24 foot drive aisles are also provided throughout the site we feel that this will be sufficient for safe access to parking and travel throughout the site.

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix ADA STANDARDS FOR ACCESSIBLE DESIGN The requirements for handicap accessible parking availability are detailed within the ADA Standards for Accessible Design. As per Section 4.1.2, sites which provide a total of 325 parking stalls shall provide a total of eight (8) accessible parking stalls, with one (1) stall defined as a van accessible parking stall. X. SUMMARY AND CONCLUSIONS Based upon our supplemental analysis and data collection efforts, we maintain that the proposed parking garage would serve as a significant improvement to the Village s public infrastructure. This project would serve to improve the available parking capacity, quality of life of both residents and visitors to the area, and would create an overall reduction of traffic circulating throughout the Village by reducing the amount of vehicles searching for parking. We believe that by also incorporating a comprehensive automated and static wayfinding program many of the unnecessary trips circulating throughout the Village s roadway network in search of parking may be further reduced. The traffic impact analysis of the recommended roadway network adjacent to the subject site indicated operating conditions of no less than LOS C for stop controlled approaches during the AM and PM peak periods. The minimal impact on the levels of service was noted particularly for the stop controlled approaches, at both of the westbound approaches of Dayton Street and Hudson Street, which corresponds with traffic approaching the parking deck from Dayton Street during the AM Peak Period and leaving the through Hudson Street during the PM Peak Period. It is our opinion that the inclusion of the parking garage will not have a negative effect on the surrounding road network. Additionally, the site access point will not degrade the traffic flow within the surrounding roadway network. Overall, the traffic impact analysis supports the proposed site redevelopment. At the site access point, sufficient sight distance is available to support the turning movement exiting the site driveway. The roadway is flat and linear in the project vicinity, and the reduced speed of vehicles traveling from the adjacent intersection will increase safety for vehicles exiting the site. Examining the internal site conditions, the proposed parking stall supply of 325 stalls will serve to relieve some of the existing traffic volume already present on the road network. The parking aisles, driveways and drive aisles within the site will provide sufficient space for all anticipated vehicular traffic to maneuver safely and efficiently.. Overall, the development of the Hudson Street Parking Garage within the subject site does not negatively impact existing traffic conditions and will provide some relief to existing traffic volume and parking demand from the surrounding land uses. We recommend the Village consider the following to help mitigate the existing and proposed traffic conditions in the immediate area of our study:

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix Our analysis concludes that reversing the traffic circulation on Hudson Street exhibited a positive impact on its intersections with South Broad Street and Prospect Street. A revised traffic circulation pattern may provide more efficient access not only to the proposed site but also the surrounding land uses; If traffic circulation is reversed, a dedicated left turn lane should be incorporated into the traffic pattern for South Broad Street SB at its intersection with Hudson Street. This would allow for storage of vehicles seeking to make a left turn onto Hudson Street EB and allow through movements to pass through the intersection unhindered It is also noted that in order to accommodate the reversed flow along the one way roadway segments of Hudson Street and Passaic Street, the intersection of Hudson Street/Dayton Street & Prospect Street should be reconfigured. We recommend eliminating parking along the north side of Hudson Street once the parking garage is constructed and we agree that this action would provide a positive effect on traffic circulation through the roadway and on traffic seeking access to and from the parking garage; We believe that implementation of an automated and static parking wayfinding system would serve to not only improve the operation of the proposed development but also that of the existing surface parking lots throughout the Village of Ridgewood. By providing proper signage traffic volume attributed to users searching for parking spaces may be alleviated and directed away from intersections which already operate at or near capacity, improving network flow. \\BECAD\Projects\215\151714A\Traffic\Reports\Revised Report & Figures\1638_jj_TIS_R4_revCRR.docx

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix HUDSON STREET PARKING GARAGE TRAFFIC IMPACT STUDY APPENDIX A VILLAGE OF RIDGEWOOD TAX MAP

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix HUDSON STREET PARKING GARAGE TRAFFIC IMPACT STUDY APPENDIX B MANUAL TURNING MOVEMENT COUNT DATA

Intersection of S. Broad St. & Hudson St. Manual Turning Movement Counts AM Peak Period Tuesday, October 1, 215 Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 1 Groups Printed- Lights - Buses - Trucks - Pedestrians South Broad Street From North Hudson Street From East South Broad Street From South Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total 7: AM 29 2 31 16 3 19 21 3 24 74 7:15 AM 28 5 33 21 8 3 32 39 1 4 15 7:3 AM 53 6 59 3 15 4 49 43 5 48 156 7:45 AM 68 1 78 27 21 4 52 37 5 42 172 Total 178 23 21 94 47 11 152 14 14 154 57 8: AM 54 1 55 31 13 1 45 35 4 39 139 8:15 AM 59 59 21 16 2 39 45 5 5 148 8:3 AM 61 5 66 24 12 1 37 41 2 43 146 8:45 AM 55 8 63 3 27 6 63 58 58 184 Total 229 14 243 16 68 1 184 179 11 19 617

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 2 Groups Printed- Lights - Buses - Trucks - Pedestrians South Broad Street From North Hudson Street From East South Broad Street From South Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total Grand Total 47 37 444 2 115 21 336 319 25 344 1124 Apprch % 91.7 8.3 59.5 34.2 6.2 92.7 7.3 Total % 36.2 3.3 39.5 17.8 1.2 1.9 29.9 28.4 2.2 3.6 Lights 395 395 185 111 296 32 32 993 % Lights 97.1 89 92.5 96.5 88.1 94.7 87.8 88.3 Buses 4 4 1 3 13 5 5 22 % Buses 1.9 5 2.6 3.9 1.6 1.5 2 Trucks 8 8 5 1 6 12 12 26 % Trucks 2 1.8 2.5.9 1.8 3.8 3.5 2.3 Pedestrians 37 37 21 21 25 25 83 % Pedestrians 1 8.3 1 6.2 1 7.3 7.4

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction South Broad Street Out In Total 487 395 882 15 4 19 17 8 25 37 37 519 444 963 File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 3 395 4 8 47 Thru 37 37 Left Peds Out In Total North 1/6/215 7: AM 1/6/215 8:45 AM Lights Buses Trucks Pedestrians Right Left Peds 185 1 5 2 111 3 1 115 21 21 Out In Total 296 296 13 13 6 6 21 21 336 336 Hudson Street Thru 32 5 12 319 Right Peds 25 25 56 32 88 7 5 12 9 12 21 25 25 522 344 866 Out In Total South Broad Street

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 5 South Broad Street From North Hudson Street From East South Broad Street From South Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 8: AM 8: AM 54 1 55 31 13 1 45 35 4 39 139 8:15 AM 59 59 21 16 2 39 45 5 5 148 8:3 AM 61 5 66 24 12 1 37 41 2 43 146 8:45 AM 55 8 27 6 63 58 58 184 Total Volume 229 14 243 16 68 1 184 179 11 19 617 % App. Total 94.2 5.8 57.6 37 5.4 94.2 5.8 PHF.939..438.92.855.63.417.73..772.55.819.838

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction South Broad Street Out In Total 285 243 528 File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 6 229 Thru Left 14 Peds Peak Hour Data Out In Total Peak Hour Begins at 8: AM Lights Buses Trucks Pedestrians North Right 16 68 1 Left Peds Out In Total 184 184 Hudson Street Thru 179 Right Peds 11 297 19 487 Out In Total South Broad Street

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 8 South Broad Street From North Hudson Street From East South Broad Street From South Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 7:45 AM 7:3 AM 8: AM + mins. 68 1 78 3 15 4 49 35 4 39 +15 mins. 54 1 55 27 21 4 52 5 5 +3 mins. 59 59 31 13 1 45 41 2 43 +45 mins. 61 5 66 21 16 2 39 58 58 Total Volume 242 16 258 19 65 11 185 179 11 19 % App. Total 93.8 6.2 58.9 35.1 5.9 94.2 5.8 PHF.89..4.827.879.774.688.889..772.55.819

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction South Broad Street In - Peak Hour: 7:45 AM 258 File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 9 242 Thru Left 16 Peds Peak Hour Data Lights Buses Trucks Pedestrians North Right 19 65 11 Left Peds In - Peak Hour: 7:3 AM 185 Hudson Street Thru 179 Right Peds 11 19 In - Peak Hour: 8: AM South Broad Street

Intersection of S. Broad St. & Hudson St. Manual Turning Movement Counts PM Peak Period Tuesday, October 1, 215 Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 1 Groups Printed- Lights - Buses - Trucks - Pedestrians South Broad Street From North Hudson Street From East South Broad Street From South Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total 4: PM 72 11 83 38 23 3 64 28 2 3 177 4:15 PM 62 7 69 34 18 6 58 35 9 44 171 4:3 PM 67 1 8 76 37 14 5 56 43 1 53 185 4:45 PM 71 5 76 4 26 9 75 33 1 34 185 Total 272 1 31 34 149 81 23 253 139 22 161 718 5: PM 84 6 9 33 28 6 67 45 1 46 23 5:15 PM 67 6 73 35 29 7 71 34 1 35 179 5:3 PM 73 12 85 35 32 8 75 38 2 4 2 5:45 PM 81 6 87 39 26 65 32 1 33 185 Total 35 3 335 142 115 21 278 149 5 154 767

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 2 Groups Printed- Lights - Buses - Trucks - Pedestrians South Broad Street From North Hudson Street From East South Broad Street From South Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total Grand Total 577 1 61 639 291 196 44 531 288 27 315 1485 Apprch % 9.3.2 9.5 54.8 36.9 8.3 91.4 8.6 Total % 38.9.1 4.1 43 19.6 13.2 3 35.8 19.4 1.8 21.2 Lights 566 1 567 278 193 471 285 285 1323 % Lights 98.1 1 88.7 95.5 98.5 88.7 99 9.5 89.1 Buses 1 1 1 % Buses 3.4 1.9.7 Trucks 11 11 3 3 6 3 3 2 % Trucks 1.9 1.7 1 1.5 1.1 1 1 1.3 Pedestrians 61 61 44 44 27 27 132 % Pedestrians 1 9.5 1 8.3 1 8.6 8.9

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction South Broad Street Out In Total 563 567 113 1 1 6 11 17 61 61 579 639 1218 File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 3 566 11 577 Thru 1 61 1 61 Left Peds Out In Total North 1/6/215 4: PM 1/6/215 5:45 PM Lights Buses Trucks Pedestrians Right Left Peds 278 1 3 291 193 3 196 44 44 Out In Total 1 471 472 1 1 6 6 44 44 1 531 532 Hudson Street Thru 285 3 288 Right Peds 27 27 759 285 144 14 3 17 27 27 773 315 188 Out In Total South Broad Street

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 5 South Broad Street From North Hudson Street From East South Broad Street From South Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:45 PM 4:45 PM 71 5 76 4 26 9 75 33 1 34 185 5: PM 84 6 9 33 28 6 67 45 1 46 23 5:15 PM 67 6 73 35 29 7 71 34 1 35 179 5:3 PM 73 12 32 8 75 38 2 4 2 Total Volume 295 29 324 143 115 3 288 15 5 155 767 % App. Total 91 9 49.7 39.9 1.4 96.8 3.2 PHF.878..64.9.894.898.833.96..833.625.842.945

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction South Broad Street Out In Total 293 324 617 File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 6 295 Thru Left 29 Peds Peak Hour Data Out In Total Peak Hour Begins at 4:45 PM Lights Buses Trucks Pedestrians North Right 143 115 3 Left Peds Out In Total 288 288 Hudson Street Thru 15 Right Peds 5 41 155 565 Out In Total South Broad Street

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 8 South Broad Street From North Hudson Street From East South Broad Street From South Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 5: PM 4:45 PM 4:15 PM + mins. 84 6 9 4 26 9 75 35 9 44 +15 mins. 67 6 73 33 28 6 67 43 1 53 +3 mins. 73 12 +45 mins. 81 6 87 35 32 8 75 45 1 46 Total Volume 35 3 335 143 115 3 288 156 21 177 % App. Total 91 9 49.7 39.9 1.4 88.1 11.9 PHF.98..625.931.894.898.833.96..867.525.835

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction South Broad Street In - Peak Hour: 5: PM 335 File Name : 2-HUDSON_ST_AT_S_BROAD_ST_262469_1-6-215 Site Code : Start Date : 1/6/215 Page No : 9 35 Thru Left 3 Peds Peak Hour Data Lights Buses Trucks Pedestrians North Right 143 115 3 Left Peds In - Peak Hour: 4:45 PM 288 Hudson Street Thru 156 Right Peds 21 177 In - Peak Hour: 4:15 PM South Broad Street

Intersection of Prospect St. & Hudson St./ Dayton St. Manual Turning Movement Counts AM Peak Period Tuesday, October 1, 215 Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 1 Groups Printed- Lights - Buses - Trucks - Pedestrians Prospect Street From North Dayton Street From East Prospect Street From South Hudson Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 7: AM 5 2 1 2 1 2 1 4 2 18 1 11 5 26 54 7:15 AM 3 5 3 11 19 7 3 29 18 12 18 48 88 7:3 AM 5 6 1 6 18 4 34 14 1 53 27 1 18 1 56 1 1 128 7:45 AM 4 1 5 2 27 17 2 48 13 8 26 4 51 1 1 15 Total 13 17 3 11 44 8 9 42 8 148 68 41 67 5 181 2 2 375 8: AM 1 6 5 12 2 21 14 37 12 8 26 1 47 1 1 97 8:15 AM 1 4 6 11 2 27 17 46 18 14 15 1 48 1 1 16 8:3 AM 3 2 4 9 11 13 1 25 15 9 18 42 3 3 79 8:45 AM 2 7 4 13 26 1 32 11 44 27 22 18 5 72 7 7 149 Total 7 19 4 28 58 5 91 55 1 152 72 53 77 7 29 12 12 431

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 2 Groups Printed- Lights - Buses - Trucks - Pedestrians Prospect Street From North Dayton Street From East Prospect Street From South Hudson Street From West Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Grand Total 2 36 7 39 12 13 181 97 9 3 14 94 144 12 39 14 14 86 Apprch % 19.6 35.3 6.9 38.2 4.3 6.3 32.3 3 35.9 24.1 36.9 3.1 1 Total % 2.5 4.5.9 4.8 12.7 1.6 22.5 12 1.1 37.2 17.4 11.7 17.9 1.5 48.4 1.7 1.7 Lights 19 35 7 61 13 169 94 276 138 85 137 36 697 % Lights 95 97.2 1 59.8 1 93.4 96.9 92 98.6 9.4 95.1 92.3 86.5 Buses 1 1 1 3 13 1 8 3 12 26 % Buses 2.8 1 5.5 3.1 4.3.7 8.5 2.1 3.1 3.2 Trucks 1 1 2 2 1 1 4 6 9 % Trucks 5 1 1.1.7.7 1.1 2.8 1.5 1.1 Pedestrians 39 39 9 9 12 12 14 14 74 % Pedestrians 1 38.2 1 3 1 3.1 1 1 9.2

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect Street Out In Total 98 61 159 8 1 9 1 1 2 39 39 17 12 29 File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 3 19 1 2 Right 35 1 36 Thru 7 39 7 39 Left Peds Hudson Street Out In Total 325 325 13 13 7 7 14 14 345 14 359 14 14 Left Thru Right Peds North 1/6/215 7: AM 1/6/215 8:45 AM Lights Buses Trucks Pedestrians Right Thru Left Peds 13 13 169 1 2 181 94 3 97 9 9 Out In Total 145 276 421 1 13 14 1 2 3 9 9 147 3 447 Dayton Street Left 137 3 4 144 Thru 85 8 1 94 Right 138 1 1 14 Peds 12 12 129 36 489 4 12 16 6 6 12 12 133 39 523 Out In Total Prospect Street

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 5 Prospect Street From North Dayton Street From East Prospect Street From South Hudson Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:3 AM 7:3 AM 5 6 1 6 18 4 34 14 1 53 27 1 18 1 56 1 1 128 7:45 AM 4 1 5 2 27 17 2 48 13 8 26 4 51 1 1 15 8: AM 1 6 5 12 2 21 14 37 12 8 26 1 47 1 1 97 8:15 AM 1 4 6 11 2 27 17 46 18 14 15 1 48 1 1 16 Total Volume 7 2 2 17 46 1 19 62 3 184 7 4 85 7 22 4 4 436 % App. Total 15.2 43.5 4.3 37 5.4 59.2 33.7 1.6 34.7 19.8 42.1 3.5 1 PHF.35.833.5.78.639.625.81.912.375.868.648.714.817.438.92... 1. 1..852

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect Street Out In Total 5 46 96 File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 6 7 Right 2 Thru 2 Left 17 Peds Peak Hour Data Hudson Street Out In Total 21 4 25 Thru Left Right 4 Peds Peak Hour Begins at 7:3 AM Lights Buses Trucks Pedestrians North 1 19 62 3 Right Thru Left Peds Out In Total 72 184 256 Dayton Street Left 85 Thru 4 Right 7 Peds 7 82 22 284 Out In Total Prospect Street

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 8 Prospect Street From North Dayton Street From East Prospect Street From South Hudson Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 8: AM 7:3 AM 8: AM 8: AM + mins. 1 6 5 12 4 34 14 1 53 12 8 26 1 47 1 1 +15 mins. 1 4 6 11 2 27 17 2 48 18 14 15 1 48 1 1 +3 mins. 3 2 4 9 2 21 14 37 15 9 18 42 3 3 +45 mins. 2 7 4 13 26 2 27 17 46 27 22 18 5 72 7 7 Total Volume 7 19 4 28 58 1 19 62 3 184 72 53 77 7 29 12 12 % App. Total 12.1 32.8 6.9 48.3 5.4 59.2 33.7 1.6 34.4 25.4 36.8 3.3 1 PHF.583.679.25.538.558.625.81.912.375.868.667.62.74.35.726....429.429

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect Street In - Peak Hour: 8: AM 58 File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 9 7 Right 19 Thru 4 Left 28 Peds Peak Hour Data Hudson Street In - Peak Hour: 8: AM 12 Left Thru Right 12 Peds Lights Buses Trucks Pedestrians North 1 19 62 3 Right Thru Left Peds In - Peak Hour: 7:3 AM 184 Dayton Street Left 77 Thru 53 Right 72 Peds 7 29 In - Peak Hour: 8: AM Prospect Street

Intersection of Prospect St. & Hudson St./ Dayton St. Manual Turning Movement Counts PM Peak Period Tuesday, October 1, 215 Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 1 Groups Printed- Lights - Buses - Trucks - Pedestrians Prospect Street From North Dayton Street From East Prospect Street From South Hudson Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 4: PM 7 2 2 2 13 6 25 25 1 57 36 16 25 2 79 1 1 2 151 4:15 PM 2 2 2 7 13 5 23 33 2 63 17 21 21 1 6 3 3 139 4:3 PM 4 2 2 5 13 2 26 15 43 9 24 14 1 48 4 4 18 4:45 PM 7 7 3 3 2 5 33 15 3 56 18 15 27 6 4 4 14 Total 2 13 9 17 59 18 17 88 6 219 8 76 87 4 247 1 12 13 538 5: PM 2 3 1 15 4 37 25 5 71 13 21 15 5 54 3 3 143 5:15 PM 2 2 5 9 7 32 24 1 64 16 3 23 5 74 5 5 152 5:3 PM 5 5 2 7 19 2 39 19 4 64 33 27 13 3 76 3 3 162 5:45 PM 2 4 2 1 18 5 33 14 2 54 22 21 21 2 66 13 13 151 Total 11 14 4 32 61 18 141 82 12 253 84 99 72 15 27 24 24 68

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 2 Groups Printed- Lights - Buses - Trucks - Pedestrians Prospect Street From North Dayton Street From East Prospect Street From South Hudson Street From West Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Grand Total 31 27 13 49 12 36 248 17 18 472 164 175 159 19 517 1 36 37 1146 Apprch % 25.8 22.5 1.8 4.8 7.6 52.5 36 3.8 31.7 33.8 3.8 3.7 2.7 97.3 Total % 2.7 2.4 1.1 4.3 1.5 3.1 21.6 14.8 1.6 41.2 14.3 15.3 13.9 1.7 45.1.1 3.1 3.2 Lights 3 27 13 7 34 236 168 438 164 171 159 494 1 1 13 % Lights 96.8 1 1 58.3 94.4 95.2 98.8 92.8 1 97.7 1 95.6 1 2.7 87.5 Buses 1 8 1 1 1 1 11 % Buses 2.8 3.2.6 2.1.6.2 1 Trucks 1 1 1 4 1 6 3 3 1 % Trucks 3.2.8 2.8 1.6.6 1.3 1.7.6.9 Pedestrians 49 49 18 18 19 19 36 36 122 % Pedestrians 1 4.8 1 3.8 1 3.7 1 97.3 1.6

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect Street Out In Total 25 7 275 2 2 4 1 5 49 49 211 12 331 File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 3 3 1 31 Right 27 27 Thru 13 49 13 49 Left Peds Hudson Street Out In Total 425 1 426 8 8 5 5 36 36 438 37 475 36 36 Left Thru Right 1 1 Peds North 1/6/215 4: PM 1/6/215 5:45 PM Lights Buses Trucks Pedestrians Right Thru Left Peds 34 1 1 36 236 8 4 248 168 1 1 17 18 18 Out In Total 177 438 615 1 1 6 6 18 18 177 472 649 Dayton Street Left 159 159 Thru 171 1 3 175 Right 164 164 Peds 19 19 196 494 69 1 1 2 1 3 4 19 19 198 517 715 Out In Total Prospect Street

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 5 Prospect Street From North Dayton Street From East Prospect Street From South Hudson Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 5: PM 5: PM 2 3 1 15 4 37 25 5 71 13 21 15 5 54 3 3 143 5:15 PM 2 2 5 9 7 32 24 1 64 16 3 23 5 74 5 5 152 5:3 PM 5 5 2 7 19 2 39 19 4 64 33 27 13 3 76 3 3 162 5:45 PM 2 4 2 1 18 5 33 14 2 54 22 21 21 2 66 13 13 151 Total Volume 11 14 4 32 61 18 141 82 12 253 84 99 72 15 27 24 24 68 % App. Total 18 23 6.6 52.5 7.1 55.7 32.4 4.7 31.1 36.7 26.7 5.6 1 PHF.55.7.5.8.83.643.94.82.6.891.636.825.783.75.888....462.462.938

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect Street Out In Total 117 61 178 File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 6 11 Right 14 Thru 4 Left 32 Peds Peak Hour Data Hudson Street Out In Total 224 24 248 Left Thru Right 24 Peds Peak Hour Begins at 5: PM Lights Buses Trucks Pedestrians North 18 141 82 12 Right Thru Left Peds Out In Total 88 253 341 Dayton Street Left 72 Thru 99 Right 84 Peds 15 96 27 366 Out In Total Prospect Street

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 8 Prospect Street From North Dayton Street From East Prospect Street From South Hudson Street From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 4:45 PM 4:45 PM 5: PM 5: PM + mins. 7 7 3 3 2 5 33 15 3 56 13 21 15 5 54 3 3 +15 mins. 2 3 1 15 4 37 25 5 71 16 3 23 5 74 5 5 +3 mins. 2 2 5 9 7 32 24 1 64 33 27 13 3 76 3 3 +45 mins. 5 5 2 7 19 2 39 19 4 64 22 21 21 2 66 13 13 Total Volume 16 17 5 25 63 18 141 83 13 255 84 99 72 15 27 24 24 % App. Total 25.4 27 7.9 39.7 7.1 55.3 32.5 5.1 31.1 36.7 26.7 5.6 1 PHF.571.67.417.625.788.643.94.83.65.898.636.825.783.75.888....462.462

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect Street In - Peak Hour: 4:45 PM 63 File Name : 1-HUDSON_ST_AT_PROSPECT_ST_262468_1-6-215 Site Code : Start Date : 1/6/215 Page No : 9 16 Right 17 Thru 5 Left 25 Peds Peak Hour Data Hudson Street In - Peak Hour: 5: PM 24 Left Thru Right 24 Peds Lights Buses Trucks Pedestrians North 18 141 83 13 Right Thru Left Peds In - Peak Hour: 4:45 PM 255 Dayton Street Left 72 Thru 99 Right 84 Peds 15 27 In - Peak Hour: 5: PM Prospect Street

Intersection of Passaic St. & Prospect St. Manual Turning Movement Counts AM Peak Period Tuesday, February 23, 216 Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 1 Groups Printed- Lights - Buses - Trucks - Pedestrians Prospect St. Prospect St. Passaic St. From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 7: AM 9 9 1 1 14 14 9 1 19 43 7:15 AM 17 17 2 2 3 1 31 9 18 27 77 7:3 AM 21 1 22 4 4 29 29 22 21 1 44 99 7:45 AM 2 2 2 2 38 38 14 7 1 22 82 Total 67 1 68 9 9 111 1 112 54 56 2 112 31 8: AM 14 14 1 1 33 33 9 16 1 26 74 8:15 AM 1 1 24 24 9 16 25 59 8:3 AM 1 18 19 1 1 2 43 1 44 11 1 17 4 33 98 8:45 AM 26 26 4 4 54 2 56 31 33 2 66 152 Total 1 68 69 2 5 7 154 3 157 6 1 82 7 15 383 Grand Total 1 135 1 137 2 14 16 265 4 269 114 1 138 9 262 684 Apprch %.7 98.5.7 12.5 87.5 98.5 1.5 43.5.4 52.7 3.4 Total %.1 19.7.1 2.3 2 2.3 38.7.6 39.3 16.7.1 2.2 1.3 38.3 Lights 1 13 131 2 2 259 259 19 1 134 244 636 % Lights 1 96.3 95.6 1 12.5 97.7 96.3 95.6 1 97.1 93.1 93 Buses 3 3 4 4 2 3 5 12 % Buses 2.2 2.2 1.5 1.5 1.8 2.2 1.9 1.8 Trucks 2 2 2 2 3 1 4 8 % Trucks 1.5 1.5.8.7 2.6.7 1.5 1.2 Pedestrians 1 1 14 14 4 4 9 9 28 % Pedestrians 1.7 1 87.5 1 1.5 1 3.4 4.1

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect St. Out In Total 393 131 524 7 3 1 3 2 5 1 1 43 137 54 File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 2 1 1 Right 13 3 2 135 Thru 1 1 Left Peds Passaic St. Out In Total 1 244 245 5 5 4 4 9 9 1 262 263 134 19 138 3 1 114 2 3 Left 1 1 Thru Right Peds 9 9 North 2/23/216 7: AM 2/23/216 8:45 AM Lights Buses Trucks Pedestrians Right Thru Left Peds 2 2 14 14 Out In Total 1 2 3 14 14 1 16 17 Left Thru 259 4 2 265 Right Peds 4 4 241 259 5 5 4 9 5 2 7 4 4 251 269 52 Out In Total Prospect St.

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 4 Prospect St. From North From East Prospect St. From South Passaic St. From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 8: AM 8: AM 14 14 1 1 33 33 9 16 1 26 74 8:15 AM 1 1 24 24 9 16 25 59 8:3 AM 1 18 19 1 1 2 43 1 44 11 1 17 4 33 98 8:45 AM 26 26 4 4 54 2 56 31 33 2 66 152 Total Volume 1 68 69 2 5 7 154 3 157 6 1 82 7 15 383 % App. Total 1.4 98.6 28.6 71.4 98.1 1.9 4.7 54.7 4.7 PHF.25.654...663...5.313.438..713..375.71.484.25.621.438.568.63

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect St. Out In Total 236 69 35 File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 5 1 Right 68 Thru Left Peds Peak Hour Data Passaic St. Out In Total 1 15 151 82 Left 1 Thru 6 Right 7 Peds Peak Hour Begins at 8: AM Lights Buses Trucks Pedestrians North 2 5 Right Thru Left Peds Out In Total 1 7 8 Left Thru 154 Right Peds 3 13 157 287 Out In Total Prospect St.

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 7 Prospect St. From North From East Prospect St. From South Passaic St. From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 7:15 AM 7: AM 8: AM 8: AM + mins. 17 17 1 1 33 33 9 16 1 26 +15 mins. 21 1 22 2 2 24 24 9 16 25 +3 mins. 2 2 4 4 43 1 44 11 1 17 4 33 +45 mins. 14 14 2 2 54 2 56 31 33 2 66 Total Volume 72 1 73 9 9 154 3 157 6 1 82 7 15 % App. Total 98.6 1.4 1 98.1 1.9 4.7 54.7 4.7 PHF..857..25.83....563.563..713..375.71.484.25.621.438.568

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect St. In - Peak Hour: 7:15 AM 73 File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 8 Right 72 Thru Left 1 Peds Peak Hour Data Passaic St. In - Peak Hour: 8: AM 15 82 Left 1 Thru 6 Right 7 Peds Lights Buses Trucks Pedestrians North 9 Right Thru Left Peds In - Peak Hour: 7: AM 9 Left Thru 154 Right Peds 3 157 In - Peak Hour: 8: AM Prospect St.

Intersection of Passaic St. & Prospect St. Manual Turning Movement Counts PM Peak Period Tuesday, February 23, 216 Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 1 Groups Printed- Lights - Buses - Trucks - Pedestrians Prospect St. Prospect St. Passaic St. From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 3: PM 22 2 24 2 2 27 1 28 23 29 52 16 3:15 PM 24 24 1 1 27 2 29 21 16 2 39 93 3:3 PM 31 31 33 1 34 19 16 35 1 3:45 PM 22 22 1 1 47 47 38 36 1 75 145 Total 99 2 11 1 3 4 134 4 138 11 97 3 21 444 4: PM 24 1 25 1 1 34 34 27 33 1 61 121 4:15 PM 19 19 25 1 26 12 26 1 39 84 4:3 PM 25 25 3 3 28 28 22 13 35 91 4:45 PM 22 22 1 1 47 1 48 22 24 1 47 118 Total 9 1 91 5 5 134 2 136 83 96 3 182 414 5: PM 23 23 1 1 32 32 19 15 34 9 5:15 PM 27 27 1 1 2 42 42 26 1 37 64 135 5:3 PM 24 24 1 3 4 33 1 34 31 45 1 77 139 5:45 PM 23 23 1 1 39 39 28 16 1 45 18 Total 97 97 1 1 6 8 146 1 147 14 1 113 2 22 472 Grand Total 286 3 289 1 2 14 17 414 7 421 288 1 36 8 63 133 Apprch % 99 1 5.9 11.8 82.4 98.3 1.7 47.8.2 5.7 1.3 Total % 21.5.2 21.7.1.2 1.1 1.3 31.1.5 31.7 21.7.1 23.6 45.3 Lights 28 28 1 2 3 41 41 287 1 34 592 1285 % Lights 97.9 96.9 1 1 17.6 99 97.4 99.7 1 99.3 98.2 96.6 Buses 4 4 2 2 1 1 7 % Buses 1.4 1.4.5.5.3.2.5 Trucks 2 2 2 2 2 2 6 % Trucks.7.7.5.5.7.3.5 Pedestrians 3 3 14 14 7 7 8 8 32 % Pedestrians 1 1 1 82.4 1 1.7 1 1.3 2.4

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect St. Out In Total 715 28 995 2 4 6 4 2 6 3 3 721 289 11 File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 2 Right 28 4 2 286 Thru 3 3 Left Peds Passaic St. Out In Total 592 592 1 1 2 2 8 8 63 63 34 287 36 2 288 1 Left 1 1 Thru Right Peds 8 8 North 2/23/216 3: PM 2/23/216 5:45 PM Lights Buses Trucks Pedestrians Right Thru Left Peds 1 1 2 2 14 14 Out In Total 1 3 4 14 14 1 17 18 Left Thru 41 2 2 414 Right Peds 7 7 569 41 979 5 2 7 2 2 4 7 7 576 421 997 Out In Total Prospect St.

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 4 Prospect St. From North From East Prospect St. From South Passaic St. From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 3: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:45 PM 4:45 PM 22 22 1 1 47 1 48 22 24 1 47 118 5: PM 23 23 1 1 32 32 19 15 34 9 5:15 PM 27 27 1 1 2 42 42 26 1 37 64 135 5:3 PM 24 24 1 3 4 33 1 34 31 45 1 77 139 Total Volume 96 96 1 1 6 8 154 2 156 98 1 121 2 222 482 % App. Total 1 12.5 12.5 75 98.7 1.3 44.1.5 54.5.9 PHF..889...889.25..25.5.5..819..5.813.79.25.672.5.721.867

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect St. Out In Total 276 96 372 File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 5 Right 96 Thru Left Peds Peak Hour Data Passaic St. Out In Total 222 222 121 Left 1 Thru 98 Right 2 Peds Peak Hour Begins at 4:45 PM Lights Buses Trucks Pedestrians North 1 1 6 Right Thru Left Peds Out In Total 1 8 9 Left Thru 154 Right Peds 2 195 156 351 Out In Total Prospect St.

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 7 Prospect St. From North From East Prospect St. From South Passaic St. From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 3: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 3:15 PM 4:45 PM 4:45 PM 4:45 PM + mins. 24 24 1 1 47 1 48 22 24 1 47 +15 mins. 31 31 1 1 32 32 19 15 34 +3 mins. 22 22 1 1 2 42 42 26 1 37 64 +45 mins. 24 1 25 1 3 4 33 1 34 31 45 1 77 Total Volume 11 1 12 1 1 6 8 154 2 156 98 1 121 2 222 % App. Total 99 1 12.5 12.5 75 98.7 1.3 44.1.5 54.5.9 PHF..815..25.823.25..25.5.5..819..5.813.79.25.672.5.721

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction Prospect St. In - Peak Hour: 3:15 PM 12 File Name : Passaic_St_and_Prospect_St_293492_2-23-216 Site Code : Start Date : 2/23/216 Page No : 8 Right 11 Thru Left 1 Peds Peak Hour Data Passaic St. In - Peak Hour: 4:45 PM 222 121 Left 1 Thru 98 Right 2 Peds Lights Buses Trucks Pedestrians North 1 1 6 Right Thru Left Peds In - Peak Hour: 4:45 PM 8 Left Thru 154 Right Peds 2 156 In - Peak Hour: 4:45 PM Prospect St.

Intersection of Passaic St. & S. Broad St. Manual Turning Movement Counts AM Peak Period Tuesday, February 23, 216 Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 1 Groups Printed- Lights - Buses - Trucks - Pedestrians S. Broad St. From North Passaic St. From East S. Broad St. From South Westbound St. From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 7: AM 23 7 3 1 1 6 24 3 5 5 66 7:15 AM 23 1 33 2 2 17 33 2 52 7 7 94 7:3 AM 41 24 65 5 5 23 4 2 65 7 7 142 7:45 AM 76 17 93 1 1 1 35 1 46 4 4 144 Total 163 58 221 9 9 56 132 5 193 23 23 446 8: AM 44 22 1 67 7 7 21 3 51 8 8 133 8:15 AM 45 28 73 4 4 29 45 4 78 1 9 1 165 8:3 AM 4 38 78 1 1 35 38 1 74 2 1 6 9 162 8:45 AM 43 31 74 3 3 36 51 87 1 3 4 168 Total 172 119 1 292 15 15 121 164 5 29 1 3 1 26 31 628 Grand Total 335 177 1 513 24 24 177 296 1 483 1 3 1 49 54 174 Apprch % 65.3 34.5.2 1 36.6 61.3 2.1 1.9 5.6 1.9 9.7 Total % 31.2 16.5.1 47.8 2.2 2.2 16.5 27.6.9 45.1.3.1 4.6 5 Lights 324 171 495 174 284 458 1 3 1 5 958 % Lights 96.7 96.6 96.5 98.3 95.9 94.8 1 1 1 9.3 89.2 Buses 4 3 7 3 5 8 15 % Buses 1.2 1.7 1.4 1.7 1.7 1.7 1.4 Trucks 7 3 1 7 7 17 % Trucks 2.1 1.7 1.9 2.4 1.4 1.6 Pedestrians 1 1 24 24 1 1 49 49 84 % Pedestrians 1.2 1 1 1 2.1 1 9.7 7.8

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction S. Broad St. Out In Total 285 495 78 5 7 12 7 1 17 1 1 297 513 81 File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 2 Right 324 4 7 335 Thru 171 3 3 1 177 1 Left Peds Westbound St. Out In Total 5 5 49 49 54 54 49 49 1 1 Left 3 3 Thru Right 1 1 Peds North 2/23/216 7: AM 2/23/216 8:45 AM Lights Buses Trucks Pedestrians Right Thru Left Peds 24 24 Out In Total 348 348 6 6 3 3 24 24 357 24 381 Passaic St. Left Thru 284 5 7 296 Right 174 3 177 Peds 1 1 325 458 783 4 8 12 7 7 14 1 1 336 483 819 Out In Total S. Broad St.

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 4 S. Broad St. From North Passaic St. From East S. Broad St. From South Westbound St. From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 8: AM 8: AM 44 22 1 67 7 7 21 3 51 8 8 133 8:15 AM 45 28 73 4 4 29 45 4 78 1 9 1 165 8:3 AM 4 38 78 1 1 35 38 1 74 2 1 6 9 162 8:45 AM 43 31 74 3 3 36 51 87 1 3 4 168 Total Volume 172 119 1 292 15 15 121 164 5 29 1 3 1 26 31 628 % App. Total 58.9 4.8.3 1 41.7 56.6 1.7 3.2 9.7 3.2 83.9 PHF..956.783.25.936....536.536.84.84..313.833.25.375.25.722.775.935

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction S. Broad St. Out In Total 165 292 457 File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 5 Right 172 Thru 119 Left 1 Peds Peak Hour Data Westbound St. Out In Total 31 31 1 3 1 Left Thru Right 26 Peds Peak Hour Begins at 8: AM Lights Buses Trucks Pedestrians North 15 Right Thru Left Peds Out In Total 243 15 258 Passaic St. Left Thru 164 Right 121 Peds 5 173 29 463 Out In Total S. Broad St.

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 7 S. Broad St. From North Passaic St. From East S. Broad St. From South Westbound St. From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 7:45 AM 7:3 AM 8: AM 7:45 AM + mins. 76 17 93 5 5 21 3 51 4 4 +15 mins. 44 22 1 67 1 1 29 45 4 78 8 8 +3 mins. 45 28 73 7 7 35 38 1 74 1 9 1 +45 mins. 4 38 78 4 4 36 51 87 2 1 6 9 Total Volume 25 15 1 311 17 17 121 164 5 29 1 2 1 27 31 % App. Total 65.9 33.8.3 1 41.7 56.6 1.7 3.2 6.5 3.2 87.1 PHF..674.691.25.836....67.67.84.84..313.833.25.25.25.75.775

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction S. Broad St. In - Peak Hour: 7:45 AM 311 File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 8 Right 25 Thru 15 Left 1 Peds Peak Hour Data Westbound St. In - Peak Hour: 7:45 AM 31 1 2 1 Left Thru Right 27 Peds Lights Buses Trucks Pedestrians North 17 Right Thru Left Peds In - Peak Hour: 7:3 AM 17 Passaic St. Left Thru 164 Right 121 Peds 5 29 In - Peak Hour: 8: AM S. Broad St.

Intersection of Passaic St. & S. Broad St. Manual Turning Movement Counts PM Peak Period Tuesday, February 23, 216 Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 1 Groups Printed- Lights - Buses - Trucks - Pedestrians S. Broad St. From North Passaic St. From East S. Broad St. From South Westbound St. From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 3: PM 44 24 1 69 3 3 15 24 2 41 5 5 118 3:15 PM 49 27 76 8 8 1 38 3 51 2 2 137 3:3 PM 45 28 7 8 12 27 3 42 6 6 128 3:45 PM 42 64 16 1 1 24 23 1 48 4 4 159 Total 18 143 8 331 12 12 61 112 9 182 17 17 542 4: PM 67 31 98 12 34 3 49 1 1 2 149 4:15 PM 4 21 61 1 1 14 27 41 1 3 4 17 4:3 PM 46 27 1 74 2 2 1 25 1 36 1 1 3 5 117 4:45 PM 45 41 86 4 4 9 22 31 2 2 4 8 129 Total 198 12 1 319 7 7 45 18 4 157 3 4 1 11 19 52 5: PM 43 37 4 84 1 2 3 14 31 3 48 1 5 6 141 5:15 PM 52 51 2 15 1 1 28 31 59 5 5 17 5:3 PM 59 26 1 86 5 5 11 47 2 6 1 7 8 159 5:45 PM 54 28 82 1 1 11 22 1 34 2 1 3 12 Total 28 142 7 357 1 9 1 64 131 6 21 1 2 1 18 22 59 Grand Total 586 45 16 17 1 28 29 17 351 19 54 4 6 2 46 58 1634 Apprch % 58.2 4.2 1.6 3.4 96.6 31.5 65 3.5 6.9 1.3 3.4 79.3 Total % 35.9 24.8 1 61.6.1 1.7 1.8 1.4 21.5 1.2 33.2.4.1 2.8 3.5 Lights 578 44 982 1 1 169 347 516 4 6 2 12 1511 % Lights 98.6 99.8 97.5 1 3.4 99.4 98.9 95.6 1 1 1 2.7 92.5 Buses 1 1 1 1 2 3 % Buses.2.1.6.3.4.2 Trucks 7 1 8 3 3 11 % Trucks 1.2.2.8.9.6.7 Pedestrians 16 16 28 28 19 19 46 46 19 % Pedestrians 1 1.6 1 96.6 1 3.5 1 79.3 6.7

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction S. Broad St. Out In Total 35 982 1332 1 1 2 3 8 11 16 16 354 17 1361 File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 2 Right 578 1 7 586 Thru 44 1 16 45 16 Left Peds Westbound St. Out In Total 12 12 46 46 58 58 46 46 2 2 Left 6 6 Thru Right 4 4 Peds North 2/23/216 3: PM 2/23/216 5:45 PM Lights Buses Trucks Pedestrians Right Thru Left Peds 1 1 28 28 Out In Total 579 1 58 1 1 1 1 28 28 581 29 61 Passaic St. Left Thru 347 1 3 351 Right 169 1 17 Peds 19 19 582 516 198 1 2 3 7 3 1 19 19 59 54 113 Out In Total S. Broad St.

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 4 S. Broad St. From North Passaic St. From East S. Broad St. From South Westbound St. From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 3: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:45 PM 4:45 PM 45 41 86 4 4 9 22 31 2 2 4 8 129 5: PM 43 37 4 84 1 2 3 14 31 3 48 1 5 6 141 5:15 PM 52 51 2 15 1 1 28 31 59 5 5 17 5:3 PM 59 26 1 86 5 5 11 47 2 6 1 7 8 159 Total Volume 199 155 7 361 1 12 13 62 131 5 198 3 2 1 21 27 599 % App. Total 55.1 42.9 1.9 7.7 92.3 31.3 66.2 2.5 11.1 7.4 3.7 77.8 PHF..843.76.438.86.25...6.65.554.697..417.825.375.25.25.75.844.881

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction S. Broad St. Out In Total 133 361 494 File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 5 Right 199 Thru 155 Left 7 Peds Peak Hour Data Westbound St. Out In Total 27 27 1 2 3 Left Thru Right 21 Peds Peak Hour Begins at 4:45 PM Lights Buses Trucks Pedestrians North 1 12 Right Thru Left Peds Out In Total 219 13 232 Passaic St. Left Thru 131 Right 62 Peds 5 22 198 4 Out In Total S. Broad St.

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 7 S. Broad St. From North Passaic St. From East S. Broad St. From South Westbound St. From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 3: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 4:45 PM 4:45 PM 5: PM 4:45 PM + mins. 45 41 86 4 4 14 31 3 48 2 2 4 8 +15 mins. 43 37 4 84 1 2 3 28 31 59 1 5 6 +3 mins. 52 51 2 15 1 1 11 47 2 6 5 5 +45 mins. 59 26 1 86 5 5 11 22 1 34 1 7 8 Total Volume 199 155 7 361 1 12 13 64 131 6 21 3 2 1 21 27 % App. Total 55.1 42.9 1.9 7.7 92.3 31.8 65.2 3 11.1 7.4 3.7 77.8 PHF..843.76.438.86.25...6.65.571.697..5.838.375.25.25.75.844

Maser Consulting 331 Newman Springs Road, #23 Red Bank, NJ 771 Customer Loyalty through Client Satisfaction S. Broad St. In - Peak Hour: 4:45 PM 361 File Name : S_Broad_St_and_Passaic_St_293491_2-23-216 Site Code : Start Date : 2/23/216 Page No : 8 Right 199 Thru 155 Left 7 Peds Peak Hour Data Westbound St. In - Peak Hour: 4:45 PM 27 1 2 3 Left Thru Right 21 Peds Lights Buses Trucks Pedestrians North 1 12 Right Thru Left Peds In - Peak Hour: 4:45 PM 13 Passaic St. Left Thru 131 Right 64 Peds 6 21 In - Peak Hour: 5: PM S. Broad St.

Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Appendix HUDSON STREET PARKING GARAGE TRAFFIC IMPACT STUDY APPENDIX C SYNCHRO HCM CAPACITY ANALYSIS SUMMARY SHEETS