Pennsylvania Turnpike/I-95 Proposed Interchange Traffic Study

Home , New Jersey Turnpike, Pennsylvania Turnpike

3(116

3(11$

3(11$ 35(3$5(' )25 3(116

83'$7(' %< '(/$:$5( 9$//(< 5(*,21$/ 3/$11,1* &200,66,21 -DQXDU\

PENNSYLVANIA TURNPIKE/ 1-95 PROPOSED INTERCHANGE TRAFFIC STUDY

PREPARED FOR PENNSYLVANIA TURNPIKE COMMISSION

UPDATED BY DELAWARE VALLEY REGIONAL PLANNING COMMISSION The Bourse Building. 111 South Independence Mall East Philadelphia, PA 19106-2582 January 2001

- This report is printed on recycled paper - Created in 1965, the Delaware Valley Regional Planning Commission (DVRPC) is an interstate, intercounty and intercity agency which provides continuing, comprehensive and coordinated planning to shape a vision for the future growth of the Delaware Valley region. The region includes Bucks, Chester, Delaware, and Montgomery counties as well as the City of Philadelphia, in Pennsylvania; and Burlington, Camden, Gloucester, and Mercer counties in New Jersey. DVRPC provides technical assistance and services; conducts high priority studies that respond to the request and demands of member state and local governments; fosters cooperation among various constituents to forge a consensus on diverse regional issues; determines and meets the needs of the private sector; and practices public outreach efforts to promote two-way communication and public awareness of regional issues and the commission.

Our logo is adapted from the official DVRPC seal, and is designed as a stylized image of the Delaware Valley. The outer ring symbolizes the region as a whole while the diagonal bar signifies the Delaware River. The two adjoining crescents represent the Commonwealth of Pennsylvania and the State of New Jersey.

DVRPC is funded by a variety offunding sources including federal grants from the U.S. Department of Transportation's Federal Highway Administration (FHWA) and Federal Transit Administration (FTA) , the Pennsylvania and New Jersey departments of transportation, as well as by DVRPC's state and local member governments. This report was primarily funded by the Pennsylvania Turnpike Commission. The authors, however, are solely responsible for its findings and conclusions, which may not represent the official views or policies of the funding agencies. Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

TABLE OF CONTENTS

EXECUTIVE SUMMARY ...... v

I. INTRODUCTION ...... 1

II. THE PENNSYLVANIA TURNPIKE 11-95 INTERCHANGE STUDY AREA ...... 3

1. Existing Highway Facilities and Land Use ...... ~ ...... 3 2. Existing Traffic Volumes ...... 6

III. ALTERNATIVES FOR THE PENNSYLVANIA TURNPIKE 11-95 INTERCHANGE 11

IV. TRAVEL FORECASTING PROCEDURE...... 15

1. Socio-Economic Estimates ...... 15 2. Supplemental Development Surcharge...... 19 3. Regional Travel Simulation Models...... 19 4. Focused Simulation Process...... 21 5. Validation of the Highway Assignment ...... 21 6. Future Trip Table Preparation ...... 25

V. TRAFFIC VOLUME FORECASTS ...... 27

1. Analysis of 2025 Traffic Forecasts 27 2. Analysis of 2005 Traffic Forecasts 43

APPENDICES

A. 24 HOUR MACHINE TRAFFIC COUNTS...... A-1 ii Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

LIST OF MAPS

1. Pennsylvania Turnpike/l-95 Proposed Interchange Location Map ...... 4

LIST OF FIGURES

1. Current Traffic Counts ...... 8

2. Build Alternative Highway Network Modifications ...... 12

3. DVRPC Travel Simulation Process ...... 16

4. Area Wide Traffic Impacts Current Traffic Counts and 2025 No-Build Average Daily Traffic Volumes ...... 30

5. PA 413 and Proposed Pennsylvania Turnpike Interchange with 1-95 Current Traffic Counts and 2025 No-Build Average Daily Traffic Volumes ...... 31

6. US 1 Business and US 1 Expressway Interchanges with 1-95 Current Traffic Counts and 2025 No-Build Average Daily Traffic Volumes ...... 32

7. US 1, Rockhill Rd and Proposed Pennsylvania Turnpikell-95 Interchanges Current Traffic Counts and 2025 No-Build Average Daily Traffic Volumes ...... 33

8. US 13/Pennsylvania Turnpike and US 130/New Jersey Turnpike Interchanges. Current Traffic Counts and 2025 No-Build Average Daily Traffic Volumes ...... 34

9. Area Wide Traffic Impacts 2025 No-Build and Build Alternative Average Daily Traffic Volumes ...... 37

10. PA 413 and Proposed Pennsylvania Turnpikell-95 Interchanges 2025 No-Build and Build Alternative Average Daily Traffic Volumes ...... 38

11. US 1 Business and US 1 Expressway Interchanges with 1-95 2025 No-Build and Build Alternative Average Daily Traffic Volumes ...... 39

12. US 1, Rockhill Rd and Proposed Pennsylvania Turnpikell-95 Interchanges 2025 No-Build and Build Alternative Average Daily Traffic Volumes ...... 40

13. US 13/Pennsylvania Turnpike and US 130/New Jersey Turnpike Interchanges 2025 No-Build and Build Alternative Average Daily Traffic Volumes ...... 41

14. Proposed Pennsylvania Turnpikell-95 Interchange 2025 No-Build and Build Alternative Average Daily Traffic Volumes ...... 42 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study iii

LIST OF FIGURES (Continued)

15. Area Wide Traffic Impacts 2005 No-Build and Build Alternative Average Daily Traffic Volumes ...... 46

16. PA 413 and Proposed Pennsylvania Turnpikell-95 Interchanges 2005 No-Build and Build Alternative Average Daily Traffic Volumes ...... 47

17. US 1 Business and US 1 Expressway Interchanges with 1-95 2005 No-Build and Build Alternative Average Daily Traffic Volumes ...... 48

18. US 1, Rockhill Rd and Proposed Pennsylvania Turnpikell-95 Interchanges 2005 No-Build and Build Alternative Average Daily Traffic Volumes ...... 49

19. US 13/Pennsylvania Turnpike and US 130/New Jersey Turnpike Interchanges 2005 No-Build and Build Alternative Average Daily Traffic Volumes ...... 50

20. Proposed Pennsylvania Turnpikell-95 Interchange 2005 No-Build and Build Alternative Average Daily Traffic Volumes ...... 51

LIST OF TABLES

1. Comparison of 1993 Report and Current Traffic Volumes ...... 7

2. Current and Future Population in the Study Area ...... 17

3. Current and Future Employment in the Study Area ...... 18

4. Study Area Development Surcharge ...... 20

5. Pennsylvania Turnpike I 1-95 Model Calibration Accuracy ...... 23

7. Calibration Root Mean Square Deviation (RMS) by Volume Group ...... 25

7. A Comparison of 2025 Average Daily Traffic Volumes Under the No-Build & Build Alternatives (ADT) ...... 28

8. A Comparison of 2005 Average Daily Traffic Volumes Under the No-Build & Build Alternatives (ADT) ...... 44

Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study v

EXECUTIVE SUMMARY

The US Congress has redesignated 1-95 to follow a route via the Pennsylvania Turnpike Bridge across the Delaware River thence to proceed northward via the New Jersey Turnpike Extension. This rerouting will bring all of 1-95 up to interstate standards, but requires the completion of a connection between the Pennsylvania Turnpike (1-276) and 1-95 in Bristol Township, Bucks County. This report presents an update of the forecasts reported in Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study, DVRPC, 1993. Year 2005 and 2025 traffic forecasts are presented for a No-Build (do nothing) and a Build Alternative. These forecasts were prepared at the request of the Pennsylvania Turnpike Commission to provide traffic forecasts for its consultants, who are preparing environmental impact and preliminary engineering studies for the proposed interchange.

In preparation for projecting future traffic volumes, traffic counts were collected throughout the study area. Municipal and county planners were contacted to identify the significant proposed land use developments within the corridor. DVRPC's focused traffic simulation model was then used to prepare 2005 and 2025 traffic volume estimates for study area roadways under both alternatives.

Two alternatives were investigated: A No-Build Alternative; and a Build Alternative which assumes the construction of a new 55 mile-per hour interchange between the Pennsylvania Turnpike and 1-95. Under the No-Build Alternative, traffic growth in the project study area is projected to be heavy. On the segment of the Pennsylvania Turnpike where the interchange would be located, traffic is forecast to increase by about 45 percent over existing volumes, while 1-95 at the same location is projected to grow by about 26 percent. The traffic on PA 413/US 13, Street Rd/US 1 and Woodhaven Rd/US 1 - are also projected to sustain significant traffic increases over current volumes.

The construction of a high type full interchange between 1-95 and the Pennsylvania Turnpike will have a significant impact on corridor traffic volumes as well as travel patterns. Year 2025 traffic volumes of 57,200 vehicles are forecast to use the interchange, with the highest volumes of 11,100 projected for the ramps that carry the redesignated 1-95. Ramps carrying other movements in the interchange are forecast to handle between 4,400 and 8,400 daily vehicles. Traffic volumes on the turnpike increase by approximately 26 and 33 percent, west and east of the interchange, respectively, over the No-Build volumes. On 1-95, construction of the interchange leads to traffic increases of 26 and 16 percent, south and north of the interchange, respectively. vi Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

Much of the volume in the new interchange is diverted off of parallel highways within the study area, particularly those roadways handling traffic for which the interchange provides a better travel option. For example, traffic on the 1-95 connection to PA 413 declines by six percent, or 2,600 vehicles, from the No-Build Alternative number, while volumes on PA 413 south of the connection decline by 12 percent, or 4,300 vehicles. US 1 south of turnpike Interchange 28 declines by 9,200 vehicles (9.7%), with this translating to small reductions on both Street and Woodhaven roads. North of Interchange 28, US 1 sustains a decline of 5,500 vehicles, or almost seven percent, with this percentage reduction carrying through all the way to the US 1 Expressway/l-95 interchange. Although less dramatic, almost all other study area arterials are afforded relief by construction of the interchange: The exception to this rule is US 130 in New Jersey, where the additional access provided by the new interchange produces growth of approximately 15 percent, or roughly 5,000 vehicles over the No-Build Alternative, both north and south of the turnpike. Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study 1

I. INTRODUCTION

The Pennsylvania Turnpike Cammissian (PTC) is studying an interchange between 1-95 and the Pennsylvania Turnpike in Bristal Tawnship, Bucks Caunty. Several· develapments have accurred since the impacts af this interchange were studied in 1992, the results af which were published in Pennsylvania Turnpike 11-95 Propased Interchange Traffic Study, DVRPC, 1993. Continued decentralization of the Delaware Valley regian has modified development patterns and the lacatian af populatian and employment, as well as traffic patterns. Advances in technalagy have led to. the implementation of Electranic Toll Collectian (ETC) on Delaware River Bridges and the New Jersey and Pennsylvania turnpikes, providing increased efficiency in the processing of vehicles at tall collectian points. Revisians to. the transportatian element af the lang range plan have added transportation facilities which shauld be included in an analysis af the effects of this interchange on traffic. Given these changes, the PTC determined that an update to. the ariginal forecasting effort was warranted. The PTC contracted with the Delaware Valley Regional Planning Commission (DVRPC) and KCI Technalagies to provide estimates af the change in travel patterns and the traffic impacts af canstructing the interchange. These impact estimates were made using the DVRPC Travel Simulation Madel, which utilizes the TRANPLAN micro-computer package. A focused simulatian was canducted, where the travel zones in the study were subdivided to. better reflect the local highway network and land use characteristics in the vicinity of the proposed interchange.

This repart focuses on the sectian af the Pennsylvania and New Jersey turnpikes between US 1 (Interchange 28) in Bucks Caunty and US 130 (Interchange 6) in Burlingtan Caunty, New Jersey. Alang 1-95, the study area extends through Bucks County from the Woodhaven Raad interchange to. the US 1 Expressway interchange. Section II of this repart describes the existing physical characteristics of the turnpike interchange study area. Included are a brief descriptian af existing land use and the physical characteristics in the vicinity af the propased interchange and the surrounding roadway netwark. Current traffic valumes an the Pennsylvania Turnpike and ather roadways affected by the interchange propasal are also. presented in this sectian. A discussian af the twa alternatives far the interchange (a na-build and a build canditian) is presented in section III.

Section IV describes DVRPC's travel forecasting methadalagy and discusses the facused traffic simulatian madel that was used to develap the traffic projections. The regional demographic and emplayment forecasts and corridar specific future development proposals which farm the basis far the farecast are also presented in this section. Analysis of year 2005 and 2025 simulated travel estimates far the propased interchange and the connecting street and highway netwark under the No-Build and Build Alternatives are discussed in section V. Farecasted daily ramp volumes are given 2 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study for the proposed interchange and for existing Pennsylvania Turnpike Interchanges 28, 29, New Jersey Turnpike Interchange 6, and the 1-95 interchanges with PA 413, US 1 Business and US 1 Expressway. Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study 3

II. THE PENNSYLVANIA TURNPIKE 11-95 INTERCHANGE STUDY AREA

The proposed interchange will be located where 1-95 passes over the Pennsylvania Turnpike in Bristol Township, Bucks County. The east-west area is defined by the turnpike segment between the Philadelpha/US 1 interchange (PA Turnpike Interchange 28) in Bensalem Township and the US 130 interchange (New Jersey Turnpike Interchange 6) in Florence Township, Burlington County. The north-south limits for the study area run from Woodhaven Road in Philadelphia's Far Northeast to the 1-95/US 1 Expressway interchange in Middletown Township, Bucks County. This study area (see Figure 1) traverses all or part of the following municipalities: Bucks County's Bensalem, Middletown, and Bristol townships and Bristol Borough; Florence and Burlington townships and Burlington Borough in Burlington County.

1. Existing Highway Facilities and Land Use

On the Pennsylvania side of the Delaware River, the study area is intensely developed with a mix of residential, commercial, retail and industrial uses. The New Jersey portion of the study area is more rural in nature with agricultural uses more predominate, but with a significant amount of residential and commercial development. The high degree of freeway accessibility provided by the turnpikes as well as 1-95 and 1-295 has attracted a large number of trucking terminals and warehousing/transhipment facilities to the study area. This is particularly evident in an area spanning the Burlington/Florence township line bounded by the New Jersey Turnpike extension, US 130, River Rd and Dultys Lane.

In the vicinity of the proposed interchange, both the Pennsylvania Turnpike and 1-95 are presently configured as four lane interstate facilities. The Pennsylvania Turnpike has been widened to six lanes west of the US 1 (Interchange 28) interchange and the New Jersey Turnpike Extension is six lanes east of the Turnpike Bridge. Access to the turnpikes is provided from US 1, US 13, and at US 130. 1-95 interchanges are provided at US 1 Expressway, US 1 Business, PA 413, PA 132 (Street Rd), and PA 63 (Woodhaven Rd).

In the existing turnpike configuration Pennsylvania tolls are collected at the US 1 interchange (16 toll booths) and at US 13 interchange (5 toll booths), as well as at a plaza located on the Pennsylvania side of the Turnpike Bridge over the Delaware River. New Jersey Turnpike Tolls are collected at the recently relocated barrier toll plaza to the east of US 130. Local non-turnpike traffic using the Turnpike Bridge to cross between US 13 and US 130 pays only the toll charge for the segment between the US 13 interchange and the bridge toll plaza. The segment between the Turnpike Bridge and US 130 is free.

Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study 5

To accurately assess the impact of highway improvement alternatives on the study area traffic, a network of roads surrounding the Pennsylvania Turnpike and 1-95 is included in the traffic simulation model. In addition to the Pennsylvania Turnpike, New Jersey Turnpike Extension and 1-95, the following roads are included:

Pennsylvania New Jersey

US 1 Expressway New Jersey Turnpike US 1 Business 1-295 US 13, Bristol Pike US 130 PA 63, Woodhaven Rd CR 543, Burlington Columbus Rd PA 132, Street Rd CR 656, Florence Columbus Rd PA 413, New Rodgers Rd CR 659, Florence Bustleton Rd PA 513, Hulmeville Rd Bath Rd Bensalem Blvd Mill Creek Rd New Falls Rd Oxford Valley Rd State Rd

The majority of these highway facilities are four lanes wide and configured to carry large traffic volumes. US 1 north of Turnpike Interchange 28 and PA 63, Woodhaven Rd, are expressways with grade separated interchanges. Old Lincoln Highway (US 1 Business), a four lane arterial, provides local access to residential and commercial developments located in Penndel, Langhorne Manor, and Oxford Valley. South of Turnpike Interchange 28, US 1 becomes Roosevelt Boulevard, a 12 lane principal, arterial. PA 132, Street Rd, is a major arterial four to five lanes wide serving intense strip development. US 13 is two to three lanes in width except between the Levittown parkway and US 1 where it has been upgraded to an expressway. PA 413 provides an arterial connection between Langhorne and the Burlington Bristol Bridge. This roadway is for the most part two lanes (one lane by direction), although it is planned to be widened to four lanes between Ford Road and US 13 in the Transportation Element of the DVRPC 2020 Plan. Through its existing 1-95 Interchange, PA 413 also provides an existing arterial connection between 1-95 and the Pennsylvania Turnpike via the turnpike Interchange 29.

On the New Jersey side of the Delaware River, the New Jersey Turnpike provides the major north-south traffic movement in this section of the eastern seaboard. This facility traverses the state from the Delaware Memorial Bridge south of Wilmington, Delaware to New York and New England states. 1-295 provides a non-toll and local alternative as far north as Trenton. US 130 is the primary arterial parallel to the Delaware River serving communities between Camden and Trenton. 6 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study.

2. Existing Traffic Volumes

The Pennsylvania Turnpike regularly provides DVRPC with current traffic counts on the turnpike and at turnpike interchanges. DVRPC assembled recent traffic counts taken on 1-95 and the surrounding highway network from the commission, New Jersey DOT and New Jersey Turnpike Commission files and collected supplemental additional counts where needed during the fall of 1999. In total, over 50 locations were counted using pneumatic tube techniques. The resulting average daily volumes are displayed on Figure 1. Detailed traffic counts for all locations, including both daily and hourly traffic volumes, are shown in Appendix A. Table 1 displays the current counts with those taken as part of the previous forecasting effort. Care should be taken when comparing the current counts with those reported in the 1993 report. In an effort to more accurately measure existing traffic, DVRPC now applies different factors provided by PennDOT and New Jersey DOT to the raw count to account for truck traffic (axle correction factor) and when the count was taken (seasonal and daily factors). The appendix displays the raw count, adjustment factors and total adjusted daily traffic which was used for model calibration in the current effort.

Traffic growth on the Pennsylvania Turnpike has been among the highest of any facility in the Delaware Valley Region. A major factor in this increase is that population and employment growth on the Pennsylvania side of the DVRPC region has concentrated in suburban Bucks, Montgomery and Chester counties. The Pennsylvania Turnpike is the only limited access facility in an east-west orientation connecting these suburban counties. In 1998, the turnpike west of Interchange 28 carried an average of 83,500 vehicles per day. This was an increase of almost 27 percent in five years; the volume in the 1993 report was 65,800 vehicles per day. East of the Philadelphia Interchange the growth was almost as great at 20 percent, although the absolute numbers for both years were lower than west of Int. 28 (40,200 in 1998 vs. 32,900 in 1993). The turnpike bridge over the Delaware River traffic volume was 35,800 vehicles per day, an increase of approximately 15 percent over the 1991 volume of 31 ,000 vehicles per day displayed in the 1993 report. Traffic volumes using Interchange 28 were 57,900 vehicles per day in 1998 versus 49,000 vehicles in 1993, a growth of 18 percent in the five year period, while US 13 Interchange 29 totals were 13,300 vehicles in 1998 versus 11,900 vehicles in 1993 for a growth of 12 percent.

Traffic levels on the New Jersey Turnpike mirror the growth on the Pennsylvania Turnpike. North of the connection to the Pennsylvania Turnpike, the mainline handles 90,500 vehicles per day. This is an increase of over nine percent compared to the 82,900 vehicles reported in the 1993 report. South of the connection to the Pennsylvania Turnpike growth has been slightly less. The current count of 66,400 vehicles represents and increase of 8.7 percent over the 1993 report count of 61,100. Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study 7

Table 1: COMPARISON OF 1993 REPORT AND CURRENT TRAFFIC VOLUMES

1993 Report Current Difference Facility Volume Volume Absolute Percent

Pennsylvania Turnpike - Int. 27 (PA 611) to Int. 28 (US 1) 65,800 83,500 17,700 26.9% -Int. 28 (US 1) to Int. 29 (US 13) 32,900 40,200 7,300 22.2 - Delaware River Turnpike Bridge 31,000 35,800 4,800 15.5

New Jersey Turnpike - Int. 6 (US 130) to Mainline (Extension) 27,600 29,900 2,300 8.3 -Int. 5 (CR 541) to Extension 61,100 66,400 5,300 8.7 - Extension to Int. 7 (US 206) 82,900 90,500 7,600 9.2

Interstate 95 - Academy Rd to Woodhaven Rd (PA 63) 124,800 120,000 - 4,800 - 3.8 - Woodhaven Rd (PA 63) to Street Rd (PA 132) 82,800 81,500 - 1,300 - 1.6 - Street Rd (PA 132) to PA 413 68,100 70,900 2,800 4.1 - PA 413 to US 1 Business 46,700 48,900 2,200 4.7 - US 1 Business to US 1 Expressway 47,200 48,600 1,400 3.0 - US 1 Expressway to PA 332 50,500 54,700 4,200 8.3 -1-95 Connection to PA413 26,800 32,800 6,000 22.4

US 1 - south of Woodhaven Rd (PA 63) 65,700 56,300 - 9,400 -14.3 - north of Woodhaven Rd (PA 63) 72,700 72,300 - 400 - 0.6 - Street Rd (PA 132) to Turnpike Int. 28 (US 1) 73,600 78,400 4,800 6.5 - north of Turnpike Int. 28 (US 1) 72,100 72,300 200 0.3 - south of 1-95 (Expressway) 40,300 49,500 9,200 22.8 - north of 1-95 (Expressway) 51,600 62,400 10,800 20.9 - south of 1-95 (Business) 21,200 21,300 100 0.5

Woodhaven Rd (PA 63) - west of 1-95 55,800 58,000 2,200 3.9 - east of Roosevelt Blvd (US 1) 58,200 62,900 4,700 8.1

Street Rd (PA 132) - west of 1-95 42,200 37,600 -4,600 - 10.9 - east of Roosevelt Blvd (US 1) 40,200 36,100 - 4,100 - 10.2

New Rodgers Road (PA 413) - north of 1-95 connection 28,300 24,300 - 4,000 - 14.1 - south of 195 connection 29,500 25,700 - 3,800 - 12.9 - Burlington Bristol Bridge 24,700 27,600 2,900 11.7

Bristol Pike (US 13) - north of Turnpike Int. 29 (US 13) 38,600 32,000 - 6,600 - 17.1 - south of Turnpike Int. 29 (US 13) 37,800 34,300 - 3,500 - 9.3

US 130 - north of Int. 6 (US 130) 18,700 20,600 1,900 10.2 - south of Int. 6 (US 130} 21 1400 21,300 - 100 - 0.5%

Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study 9

In the immediate vicinity of the proposed interchange location, the current 1-95 count of 48,900 vehicles per day is less than five percent greater than the 1990 count of 46,700. North of the US 1 Expressway, volumes and traffic growth are higher. The 54,700 v.p.d. measured in 1999 is more than eight percent higher than the 50,500 counted in 1990. When factoring is taken into account, traffic volumes south of PA 1-32, Street Rd, have remained static. The 81,500 current traffic volume on 1-95 compares with the 1993 report count of 82,800. Volumes are higher south of PA 63, Woodhaven Rd, where currently 120,000 vehicles were recorded.

The growth in traffic volume on US 1 increases rapidly as one proceeds north. Volumes have declined slightly south of PA 63, partly due to the redistribution of population and employment in the region; the 56,300 counted vehicles is down 14 percent from the 1993 reported count of 65,700, although factoring the current count is responsible for part of this decline. North of PA 63, volumes have basically remained static. Immediately south of turnpike Interchange 28 traffic volumes have increased 6.5 percent (78,400 vs 73,600 v.p.d. in the 1993 effort) while remaining approximately the same north of Interchange 28 (72,300 vs. 72,100 v.p.d). Traffic on US 1 Business has remained unchanged east of 1-95, where the current count of 21 ,300 v.p.d. compares to the previous count of 21 ,200 v.p.d. However, traffic increases have been recorded on the US 1 Expressway both east and west of 1-95. An almost 23 percent increase in the count east of 1-95 carries through the interchange to an almost 21 percent increase west of 1-95 (49,500 vs 40,300 v.p.d. and 62,400 vs 51,600 v.p.d., respectively).

Traffic on other study area major arterials offers a wide range of growth and decline compared to the previous study. Traffic on PA 63, Woodhaven Rd, west of 1-95 has increased less than five percent since the 1993 report counts. PA 132, Street Rd, has recently been reconstructed by PennDOT. Traffic patterns have not stabilized since the completion of the project; current counts are approximately 10 percent less than those previously reported. While US 13 volumes have increased slightly east of PA 413 (4.8 percent), north and south of turnpike Interchange 29 volumes have actually decreased (17.1 and 9.3 percent, respectively). On PA 413, traffic volumes are static south of US 1 Business (approximately 17,500 vehicles in both studies). Although volumes on PA 413 are higher closer to the 1-95 connection, the current counts are lower than those recorded in the 1993 report on both sides of the connection (24,300 vs 28,300 v.p.d. and 25,700 vs 29,500 v.p.d. north and south of the 1-95 connection, respectively). In New Jersey, traffic on US 130 south of the turnpike connection has remained static while the segment north of the connection has experienced growth of about 10 percent.

Traffic on other study area roadways varies greatly, although the smaller base counts tend to exaggerate the percentage growth or decline. Volumes range from a low of 3,500 v.p.d. on CR 543 east of CR 661 to 25,000 v.p.d. on New Falls Rd east of PA 413. Any count comparison must consider the factoring of the current machine counts, which tends to lower the current counts relative to those displayed in the 1993 report.

Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study 11

III. ALTERNATIVES FOR THE PENNSYLVANIA TURNPIKE 11-95 INTERCHANGE

The Pennsylvania Turnpike Commission and KCI Technologies (consultants to the Turnpike Commission) have identified two alternative configurations for the 1-95 I Pennsylvania Turnpike interchange. The only difference is the treatment of the eastbound turnpike to northbound 1-95 movement: The first alternative includes a flyover ramp similar to those constructed for other movements in the interchange; the other alternative includes a cloverleaf style ramp for this movement. For simulation purposes, this variation is minor enough to have only one build alternative; the resulting forecasts are valid for either configuration. There was no Transportation System Management (TSM) alternative proposed for this round of simulation, so together with the No-Build (do nothing) scenario, a total of two alternatives were simulated. Specific assumptions for the highway network under these alternatives are described below.

Both the No-Build and Build Alternatives assume all projects listed in the DVRPC Transportation Improvement Program (TIP) and Transportation Element of the DVRPC 2020 Plan. Highway projects within the study area included in the simulation include but are not limited to:

TIP 5020 PA 413, US 13 to north of Ford Rd; Widen to 4 lanes TIP 9208 Rising Sun Connector (Burlington County); Construct Plan 12Si1T US 130, Wood St to US 206; Widen to 6 lanes

Transit projects within the study area included in the simulation include but are not limited to:

TIP T107 SNJLRT, Camden-Trenton; Construct Plan 07N04T SEPTA Bus, Doylestown-Newtown-Oxford Valley; Initiate Service Plan 26N03T SEPTA Bus, Morrisville-Trenton; Initiate Service

It should be noted that both networks included Electronic Toll Collection (ETC) slip ramps which are under construction at Fort Washington (Virginia Dr) and under consideration for PA 29 in Chester County and south of Lansdale in Montgomery County.

Figure 2 displays the highway network assumptions for the Build Alternative. Along with construction of an interchange between 1-95 and the Pennsylvania Turnpike allowing all moves between these two interstate facilities, other changes to the highway network are also included. The turnpike, currently a two lane by direction facility between US 1 (Interchange 28) and New Jersey, would be widened to a total of six lanes (three by direction). At the east end of the turnpike, the barrier toll plaza function,

Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study 13 currently combined with the bridge toll at the Delaware River Bridge toll facility, would be relocated to the west of 1-95 in a new barrier toll plaza. This would essentially make the section of the turnpike east of this new toll plaza, including the interchanges at 1-95 and US 13 (Interchange 29) free.

As part of this project, the 1-95 designation would be rerouted through the turnpike interchange, east across the Delaware River Bridge and the New Jersey Turnpike extension, thence north on the New Jersey Turnpike. The current 1-95 north of the new interchange, which terminates north of Trenton, would be designated 1-295.

Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study 15

IV. TRAVEL FORECASTING PROCEDURE

The process used to simulate traffic for the 1-95/Pennsylvania Turnpike interchange and surrounding highway network is a straightforward application of DVRPC's focused travel simulation process (see Figure 3 for flow chart). The travel simulation models in use at DVRPC follow the traditional steps of trip generation, trip distribution, modal split and travel assignment. They utilizecomputer programs included in the TRANPLAN microcomputer based package. A brief description of the DVRPC focused simulation model and its inputs follows.

1. Socio-Economic Estimates

Travel forecasting models require that estimates of demographic and employment data be made for small areas or zones. This requires estimates for each of the following variables:

• population; • households, stratified by auto ownership; • employed residents; • total automobiles; and • employment, stratified into twelve Standard Industrial Classification groups.

This requirement derives from the need to allocate trip making behavior associated with households and businesses (ie. land use) to the streets and transit facilities serving them. For regional travel simulations, the traffic zone system is based on census tracts within the nine-county region. The census tracts defined for Center City Philadelphia, however, do not provide sufficient detail for the "grain" of the network, so block groups, the next smaller level of detail, are used to define the traffic zones in these areas. This results in 1,395 traffic zones for the entire DVRPC region, which encompasses an area of 3,833 square miles. DVRPC has prepared Year 2020 forecasts of the socio economic inputs to the travel simulation process for all traffic zones in the nine-county region. These projections form the basis for the travel projections included in this report.

Demographic inputs forthis study utilize DVRPC Board adopted population and employment forecasts. Table 1 presents the 1997 and 2020 population for selected municipalities in the interchange study area. Table 2 presents employment for these same municipalities. In these forecasts, population in the study area is forecast to increase by 7.1 percent between 1997 and 2020, from 402,194 to 430,949 persons. The growth in the New Jersey portion of the study area is 20.8 percent, much higher than the growth in the Pennsylvania portion, 5.8 percent. This is partly due to the larger population base in the Pennsylvania municipalites: The numerical growth in 16 Pennsylvania Turnpike / I-95 Proposed Interchange Traffic Study

)LJXUH '953&75$9(/6,08/$7,21352&(66 &(1686 =21$/'(02*5$*+,& $1'(03/2<0(17 '$7$

75,3 *(1(5$7,21 02'(/

75,3 5(*,21$/ 5(*,21$/ +,*+:$< ',675,%87,21 38%/,&75$16,7 1(7:25. 02'(/ 1(7:25.

02'$/63/,7 $8722&&83$1&< 02'(/

+:<75$)),& 38%/,&75$16,7 $66,*10(17 $66,*10(17 02'(/

+:<75$9(/63'6 75$16,75,'(56+,3 92/69(+0,/(6 2)75$9(/ %</,1(67$7,21

'953&75$9(/6,08/$7,2102'(/ Pennsylvania Turnpike 11-95 Praposed Interchange Traffic Study 17

Table 2: CURRENT AND FUTURE POPULATION IN THE STUDY AREA

1990 1997 DVRPC 2020 DVRPC 1997 - 2020 Change Municipality US Census Estimate Forecast Difference Percent

Pennsylvania:

Bensalem Twp 56,788 57,162 61,810 4,648 8.1% Bristol Bora 10,405 10,361 9,906 -455 -4.4 Bristol Twp 57,129 57,702 58,789 1,087 1.9 Hulmeville Bora 916 917 882 - 35 - 3.8 Langhorne Bora 1,361 1,361 1,373 12 0.9 Langhorne Manor Bora 807 807 810 3 0.4 Lower Makefield Twp 25,083 31,809 38,803 6,994 22.0 Middletown Twp 43,063 45,027 51,973 6,946 15.4 Penndel Bora 2,703 2,711 2,696 -15 - 0.6 Tullytown Bora 2,339 2,268 2,266 -2 - 0.0

Far NE Philadelphia 162.207 156.006 158,094 21.271 1.3

Total PA: 362,801 366,131 387,402 21,271 5.8

New Jersey:

Burlington City 9,835 9,741 9,787 46 0.5 Burlington Twp 12,454 15,389 19,085 3,696 24.0 Florence Twp 10,266 10,933 14.675 3.742 34.2

Total NJ: 32,555 36,063 43,547 7,484 20.8

Total Study Area: 395,356 402,194 430,949 28,755 7.1%

Pennsylvania is approximately three times the growth in New Jersey (21,271 vs.7,484 persons). This is related to the fact that many of the municipalities in the Pennsylvania study area are built out with older development (Middletown and Lower Makefield townships being the exception) and the Pennsylvania portion includes the Far Northeast portion of the City of Philadelphia. At the same time, Florence and Burlington townships in New Jersey are currently suburbanizing. During this period, the population of Bucks County is anticipated to grow by 16.0 percent; Burlington County by 12.4 percent. Total population in the DVRPC region grows 7.9 percent between 1997 and 2020.

Employment is forecast to grow at a far greater rate than population in the 1-95 I Pennsylvania interchange study area, increasing 17.8 percent, although the absolute numbers are lower, 171,591 and 202,157 employees in 1997 and 2020, respectively. 18 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

Table 3: CURRENT AND FUTURE EMPLOYMENT IN THE STUDY AREA

1990 1997 DVRPC 2020 DVRPC 1997 - 2020 Change Municipality US Census Estimate Forecast Difference Percent

Pennsylvania:

Bensalem Twp 33,385 35,722 41,052 5,330 14.9% Bristol Bora 8,292 7,951 8,091 140 1.8 Bristol Twp 20,631 20,675 25,565 4,890 23.7 Hulmeville Bora 121 158 160 2 1.3 Langhorne Boro 921 921 938 17 1.8 Langhorne Manor Boro 1,380 1,401 1,456 55 3.9 Lower Makefield Twp 3,077 3,389 3,628 239 7.1 Middletown Twp 19,479 23,633 32,000 8,367 35.4 Penndel Bora 1,039 1,039 1,167 128 12.3 Tullytown Boro 1,909 2,402 2,549 147 6.1

Far NE Philadelphia 54,868 54.460 59.415 4,955 9.1

Total PA: 145,102 151,751 176,021 24,270 16.0

New Jersey:

Burlington City 5,648 5,678 6,089 411 7.2 Burlington Twp 10,147 10,302 14,869 4,567 44.3 Florence Twp 3,649 3,860 5,178 1,318 34.1

Total NJ: 19,444 19,840 26,136 6,296 31.7

Total Study Area: 164,546 171,591 202,157 30,566 17.8%

As with population, the growth rate in New Jersey is higher than Pennsylvania (31.7% vs, 16.0%) but the base employment in Pennsylvania is much higher than that in New Jersey and the absolute growth in Pennsylvania is almost four times the New Jersey figure (24,270 vs. 6,296). Growth in employment is concentrated in growing suburban townships in both Pennsylvania and New Jersey, while townships and boroughs with older development are stable. The exceptions to this rule are Far NE Philadelphia and Bensalem Township, where the availability of several large tracts of industrial I commercial zoned property are expected to accommodate development with large numbers of employees. At the county level, Bucks County's employment growth rate of 15.2 percent approximates the county's forecast population growth of 16.0 percent, while in Burlington County the 21.5 percent increase forecast for employment is a rate almost twice the 12.4 percent increase in population. The DVRPC region is forecast to add 480,000 jobs, an increase of 17.4 percent ov~r this period. Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study 19

2. Supplemental Development Surcharge

KCI Technologies staff contacted each municipality in the study area regarding information on proposed large land use developments in and around the interchange study area. These proposed developments were assigned to the appropriate traffic zone and summarized in terms of square footage, residents, employment, and other factors that affect trip generation. DVRPC staff then reviewed this list with respect to growth already included in the DVRPC Board adopted 2020 forecasts. Most of the proposed developments were already accounted for in the traffic zone level forecasts. However, some larger developments were not included in the DVRPC projections. The socio-economic data associated with these proposed developments were added as a surcharge to the DVRPC socio-economic forecasts. The DVRPC travel simulation models were used to convert the development surcharge to travel patterns.

The list of proposed study area developments included in the surcharge is shown in Table 3. These proposals do not represent final approved plans. Market conditions, zoning changes, and redesign may have an effect on the ultimate type and magnitude of development; however, this list represents a reasonable picture of potential future development activity at this time.

3. Regional Travel Simulation Models

Regional travel simulation models are used to forecast future travel patterns, as well as quantify the effects of various transportation projects and policies. They utilize a system of traffic zones and rely on demographic and employment data, land use, and transportation network characteristics to simulate trip making patterns throughout the region.

Trip generation is the first step in the modeling process. Person, truck, and taxi trips are generated from traffic zone level forecasts of households and employment. This step of the process is carried out by the use of trip rates disaggregated by trip purpose (home base work, home base non-work, non-home based), auto ownership, and area type (CBD, CBD fringe, urban, suburban, rural and open rural). Estimates of external local and through highway travel are developed from population and employment estimates in counties surrounding the Delaware Valley Region.

In the trip distribution step, travel from traffic zones within the region is allocated to destinations within the region with a gravity model. This model assumes that the propensity to travel to a zone of destination increases with the attractiveness of the destination (as measured by employment) and decreases as the difficulty of traveling to that zone increases. The travel effort (impedance) is measured by travel time and cost . for both the highway and transit modes. 20 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

Table 4: STUDY AREA DEVELOPMENT SURCHARGE

Development Location Sq.Ft.1 Type

Pennsylvania:

Bensalem Twp:

Kohl's Dept. Store .Street Rd & Shady La 86,400 retail

The Marketplace bounded by US 1, Rockhill Dr 346,000 retail & Neshaminy Blvd

Bensalem Crossing Bristol & Hulmeville Rds 70,000 retail

Giant Marketplace Street & Mechanicsville Rds 100,000 retail

Horizon Corporate Ctr bounded by Rockhill Dr, 2,000,000 office Old Lincoln Hwy, US 1, 400 room hotel & the PA Turnpike 275,000 retail Six 200 seat restaurants Middletown Township:

Redner's Market 1365 E. Lincoln Hwy, Levittown 56,000 retail

Target Center 2331 E. Lincoln Hwy, Langhorne 122,921 retail

Villages at Flowers Mill bounded by N. Flowers Mill, Woodlane, 675 apartments Woodbourne Rd & US 1

New Jersey: Burlington Township:

Park South Development Columbus Rd 85 single family residences (Golden Estates) 31 duplexes 24 senior apartments

Rancocas Estates Rancocas Rd 87 single family residences

Nob Hill @ Burlington Columbus Rd 178 single family residences

Kenosha Dev. Co. Sunset & Rancocas Rds 173 single family residences

Steeplechase Bustleton, Columbus & Neck Rds 395 single family residences 184 apartments 64 condominiums

Calton Homes Hancock & Bromley 35 single family residences 110 townhouses Florence Township:

Warehouse N. side of US 130 & Tpk Connection 500,000 warehouse Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study 21

The modal split model divides the travel between traffic zones within the region into transit and highway components. Generally, the tendency to use public transit increases with the relative transit-to-highway service levels. These relative service levels are estimated through highway and transit out-of-vehicle time, highway operating costs and parking charges, and transit fares. In addition, auto ownership, transit submode, household income, trip purpose, and the consumer price index further define the trip maker's choice between highway and transit.

The final step in the process is to assign the estimated highway vehicle trips to specific facilities. This is accomplished by determining the best route (or minimum time) through the highway network and allocating trips to roadways. Because congestion levels must be considered in determining the best route, a capacity restrained assignment, based on the "equilibrium" traffic assignment technique, is used for this purpose.

4. Focused Simulation Process

The regional assignments do not give the detailed forecasts of local streets not included in the regional highway network. These are very important at the project level. In order to improve the forecasting levels provided and to accommodate these special needs, an enhanced assignment technique focused on a detailed study area is used to produce corridor level highway and transit forecasts. This focused simulation process allows the use of DVRPC regional simulation models and increases the accuracy and detail of the travel forecasts within the detailed study area. At the same time, all existing and proposed highway and transit facilities and their impact on both regional and local travel patterns become an integral part of the simulation process.

A focused approach was used to estimate traffic volumes based on the highway service levels provided by the interchange alternatives. Simulation zones inside the study area were subdivided, creating 18 new traffic zones. By this process, traffic from existing and proposed land use developments can be loaded more effectively on the network.

5. Validation of the Highway Assignment

The final step in the preparation of the focused simulation process is the validation of the simulated highway assignment output using current traffic counts taken on roadways serving the study area. The focused simulation model was executed with inputs reflective of 1997 conditions and the results compared with recent traffic counts collected by DVRPC. Based on this analysis, the focused model produced reasonable daily traffic volumes.

To establish the current travel demand for the area under influence of the proposed roadway access improvements, DVRPC gathered more information on current traffic 22 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study counts. Automatic Traffic Recorder equipment was set at 50 locations for a minimum of forty-eight (48) continuous hours. These traffic counts were then tabulated on a peak period and daily basis and factored to represent annual average daily traffic (MDT). These daily traffic counts form the basis for the validation of the travel simulation model.

Table 5 summarizes the margin of error in the assigned daily highway link volumes. The current counts for locations on turnpike facilities, which include the Pennsylvania Turnpike, New Jersey Turnpike and the Turnpike Bridge over the Delaware River, total 346,274 daily vehicles. The calibration traffic assignment for these same locations total 340,499 vehicles, yielding an error of - 1.7 percent. The same analysis of Interstate 95 included seven locations between Academy Rd and PA 332 as well as the 1-95 Spur to PA413. In aggregate the calibration produced an overassignment of 12.6 percent (515,028 assigned vs. 457,524 counted daily vehicles). There are two expressway facilities in the study area, the US 1 Expressway (US 1) and the Woodhaven Rd Expressway (PA 63). For these facilities, the calibration results show a 7.4 percent underassignment (282,628 assigned vs. 305,171 counted daily vehicles), although the underassignment was less on the US 1 Expressway (0.8%) than on the Woodhaven Rd Expressway (17.4%).

A greater variation between the counted volumes and calibration assignments is evident among arterial, collector and local facilities, partly because there is a greater number of facilities in these categories. The arterial facilities in the study area include the Roosevelt Boulevard, US 1 Business (Lincoln Highway), Street Road (PA 132), New Rodgers Road (PA413), US 13, and US 130 in New Jersey. In total, arterial facilities were underassigned by 1.4 percent (664,106 assigned vs. 654,732 counted daily vehicles). Other facilities included in the calibration analysis included Hulmeville Pike (PA 513), Bath Road, Bensalem Boulevard, New Falls Road, Old Lincoln Highway, and State Road. For these facilities, the percentage error varied from 1.9 percent on State Road to 18.0 percent on Bath Road. These other facilities produced an error of 5.6 percent (197,546 assigned vs. 209,229 counted daily vehicles).

In general the calibration error decreases in percent terms as the magnitude of the traffic volume being estimated increases. This is clearly shown in Table 6, which presents the root mean square deviation (RMS) and percent root mean square errors by volume group. The percent RMS error is reduced from 42.7 percent (5,000 to 10,000 daily vehicles) to 12.7 percent (>60,000 vehicles) as the traffic volumes being estimated increase. Although the percent RMS error for traffic volumes in the 5,000 to 10,000 vehicles per day group averages about 43 percent, this error represents only about 2,700 daily vehicles, an acceptable error for most planning and facility improve ments. For traffic volumes greater than 10,000 daily vehicles, the calibration errors are smaller, ranging from 22.5 to 12.7 percent. Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study 23

Table 5: PENNSYLVANIA TURNPIKE 11-95 MODEL CALIBRATION ACCURACY

AADT Current Assignment Percent Road Count Results Difference

I. TURNPIKE FACILITIES:

Pennsylvania Turnpike (1-276): -Int. 27 (PA 611) to Int. 28 (US 1) 83,459 82,337 -1.3 - Int. 28 (US 1) to Int. 29 (US 13) 40,238 38,250 -4.9 Subtotal: 123,697 120,587 - 2.5

Delaware River Turnpike Bridge 35,777 38,451 7.5 New Jersey Turnpike & Turnpike Extension: - Int. 6 (US 130) to Mainline (Extension) 29,900 32,604 9.0 - Int. 5 (CR 541) to Extension 66,400 63,231 -4.8 - Extension to Int. 7 (US 206) 90,500 85,626 -5.4 Subtotal: 186,800 181,461 -2.9 TOTAL: 346,274 340,499 -1.7

II. INTERSTATE FACILITIES:

Interstate 95: 7 locations Academy Rd to PA 332 & 1-95 Spur to PA 413 TOTAL: 457,524 515,028 12.6

III. EXPRESSWAY FACILITIES:

US 1 Expressway: 3 locations Tpke Int. 28 (US 1) to Oxford Valley Rd Subtotal: 184,219 182,758 - 0.8

Woodhaven Rd (PA 63): 2 locations US13toUS1 Subtotal: 120,952 99,870 - 17.4 TOTAL: 305,171 282,628 -7.4

IV. ARTERIAL FACILITIES:

Roosevelt Blvd (US 1): 3 locations Red Lion Rd (PA 63) to Tpke Int. 28 (US 1) Subtotal: 207,075 214,650 3.7

US 1 Business (Lincoln Hwy): 3 locations Bellevue Ave (PA 413) to Oxford Valley Rd Subtotal: 68,343 76,520 12.0 24 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

Table 5: PENNSYLVANIA TURNPIKE 11-95 MODEL CALIBRATION ACCURACY (Continued)

AADT Current Assignment Percent Road Count Results Difference

IV. ARTERIAL FACILITIES (Continued): Street Rd (PA 132): 5 locations US 13 to Brownsville Rd Subtotal: 170,159 171,626 0.9

New Rodgers Rd (PA 413): 3 locations US 1 Business to US 13 & Burlington Bristol Bridge Subtotal: 95,088 90,499 -4.8

US 13: 3 locations Franklin Ave to Green Lane Subtotal: 81,589 65,458 - 19.8

US 130: 2 locations either side of NJ Tpke Int. 6 (US 130) Subtotal: 41,852 35,979 - 14.0 TOTAL: 664,106 654,732 -1.4

V. OTHER FACILITIES:

Hulmeville Pike (PA 513): 3 locations US 13 to US 1 Business Subtotal: 34,968 40,327 15.3

Bath Rd: 2 locations US 13 to Ford Rd Subtotal: 31,831 26,113 - 18.0

Bensalem Blvd: 2 locations US 13 to New Falls Rd Subtotal: 28,130 . 23,759 - 15.5

New Falls Rd: 3 locations PA 413 To Woodbourne Rd Subtotal: 55,897 50,449 - 9.7

Old Lincoln Highway: 2 locations either side of Street Rd (PA 132) Subtotal: 31,690 29,690 - 6.3

State Rd: 2 locations Street Rd (PA 132) to New Rodgers Rd (PA 413) Subtotal: 26,713 27,208 1.9 TOTAL: 209,229 197,546 - 5.6 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study 25

Table 6: CALIBRATION ROOT MEAN SQUARE DEVIATION (RMS) BY VOLUME GROUP

Volume Group Root Mean Squared Average Percent (Veh/day) (RMS) Error RMS

5,000-10,000 3618 2715 42.7%

10,000-15,000 2832 1939 22.5%

15,000-20,000 2599 1902 15.6%

20,000-40,000 4816 3863 17.4%

40,000-60,000 8498 6682 17.0%

>60,000 9950 7655 12.7%

6. Future Trip Table Preparation

For this study, the focused 2020 trip table was prepared by disaggregating the socio economic inputs to the DVRPC trip generation model and surcharging these data to reflect the additional commercial development in the corridor not included in the DVRPC Board adopted 2020 forecast. Following this, the DVRPC model from trip generation through traffic assignment was executed for the No-Build scenario and the Build alternative. The resulting travel matrix includes all travel patterns throughout the Delaware Valley Region. Travel to and from all parts of Bucks, Chester, Delaware and Montgomery counties, Philadelphia, and New Jersey via the Delaware River bridges is included as are trips to/from the remainder of Pennsylvania and the state of Delaware.

Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study 27

V. TRAFFIC VOLUME FORECASTS

Projected average daily traffic volumes for selected highway links within the study area are presented and analyzed in this part of the report. Forecasts for two future years are presented; the anticipated opening year (2005) and the design year (2025), which is twenty years beyond the opening year. Traffic volumes for 2005 were found by applying a formula to the current and 2020 volumes; traffic volumes for 2025 were found by extrapolating from the 2020 volumes.

Figure 4 on page 30 displays the current counts and 2025 No-Build alternative traffic forecasts for study area roadways. Individual Pennsylvania Turnpike and 1:-95 interchanges' ramp volumes and forecasts are shown on Figures 5 through 8. A comparison of the Build and No-Build forecasts for 2025 are displayed on Figures 9 through 13. In a similar fashion, the 2005 Build and No-Build forecasts are presented on figures 15 through 18. The proposed interchanges ramp volumes are presented on Figures 14 and 20 for 2025 and 2005 respectively.

1. Analysis of 2025 Traffic Forecasts

Current traffic volumes and year 2025 traffic forecasts on study area roadways under the No-Build and Build Alternatives are presented in Table 7. a. No-Build Alternative

As shown in Table 7, corridor traffic for the Year 2025 under the No-Build Alternative is forecast to increase significantly. This is due to regional growth trends and planned development within the study area. On the Pennsylvania Turnpike west of interchange 28 (US 1), the traffic volume increases by 21,600 (25.9%) to a total of 105,100 vehicles; on the east side of the interchange site, the increase is almost as great at 17,900 vehicles (44.5%), although the absolute number is lower at 58,100 vehicles; on the turnpike bridge the volume increase is 12,600 vehicles (35.2%) to 48,400 vehicles. The New Jersey Turnpike extension from the bridge to the turnpike mainline is forecast to add 6,600 vehicles for a total of 36,500. Although much lower than the growth on the Pennsylvania Turnpike, this nonetheless translates to an increase of 22.1 percent. The New Jersey Turnpike mainline south and north of the connection to the Pennsylvania Turnpike is forecast to add 11,900 (17.9%) and 16,800 (18.6%) vehicles, respectively.

Table 7 shows that the traffic growth on 1-95 is also significant (8,700 to 14,600 daily vehicles). South of Woodhaven Rd the increase is 13,900 (11.6%) for a total of 133,900 vehicles. The increase is largest between Woodhaven Rd and Street Rd, where the increase is 14,600 (17.9%). vehicles per day. A growth of 13,000 vehicles (18.3%) is forecast from Street Rd to the PA 413 connection. The growth on 1-95 N (Xl I Table 7: A COMPARISON OF 2025 AVERAGE DAILY TRAFFIC VOLUMES UNDER THE NO-BUILD & BUILD ALTERNATIVES (ADT)

2025 - Current 2025 - Current Current No- # % # % Roadwav Se~ment Count Build Difference Difference Build Difference Difference

TURNPIKES

Pennsylvania Turnpike (1-276): - Int. 27 (PA 611) to Int. 28 (US 1) 83,500 105,100 21,600 25.9 111,800 6,700 6.4 - Int. 28 (US 1) to 1-95 Intch. 40,200 58,100 17,900 44.5 73,100 15,000 25.8 - 1~95 Intch. to Int. 29 (US 13) 40,200 58,100 17,900 44.5 77,500 19,400 33.4 Delaware River Turnpike Bridge 35,800 48,400 12,600 35.2 67,300 18,900 39.0 I~ ::J .W New Jersey Turnpike -Int. 6 (US 130) to Mainline (Extension) 29,900 36,500 6,600 22.1 47,900 11,400 31.2 - Int. 5 (CR 541) to Extension 66,400 78,300 .11,900 17.9 83,400 5,100 6.5 - Extension to Int. 7 (US 206) 90,500 107,300 16,800 18.6 113,600 6,300 5.9

INTERSTATES ~ -... Interstate 95 CD 01 - Academy Rd to Woodhaven Rd (PA 63) 120,000 133,900 13,900 11.6 137,500 3,600 2.7 "U - Woodhaven Rd (PA 63) to Street Rd (PA 132) 81,500 96,100 14,600 17.9 101,400 5,300 5.5 a - Street Rd (PA 132) to PA 413 70,900 83,900 ·13,000 18.3 91,100 7,200 8.6 0w - PA 413 to Turnpike Interchange 48,900 61,400 12,500 25.6 77,100 15,700 25.6 CD - Turnpike Interchange to US 1 Business 48,900 61,400 12,500 25.6 71,400 10,000 16.3 a. - US 1 Business to US 1 Expressway 48,600 57,300 8,700 17.9 63,200 5,900 10.3 5" CD - US 1 Expressway to PA 332 54,700 68,200 13,500 24.7 69,300 1,100 1.6 -0 :::J 1-95 Connection to PA 413 32,800 42,800 10,000 30.5 40,200 - 2,600 - 6.1 ~CD -! ,iil OTHER CORRIDOR ROADWAYS 31 0 Roosevelt Boulevard (US 1): - south of Woodhaven Rd (PA 63) 56,300 72,400 16,100 28.6 73,900 1,500 2.1 I~ - north of Woodhaven Rd (PA 63) 72,300 82,100 9,800 13.6 81,600 - 500 - 0.6 - Street Rd (PA 132) to Turnpike Int. 28 (US 1) 78,400 94,400 16,000 20.4 85,200 - 9,200 - 9.7

Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study 35 north and south of the interchange site generates growth of only 12,500 vehicles; however, this represents the largest percentage increase in traffic on 1-95 (25.6%). The lowest numerical growth occurs between US 1 Business and the US1 Expressway, where only 8,700 additional vehicles are forecast in the No-Build Alternative.

Traffic increases on all of the study arterial and collector roadways, although the variation in growth is greater than that estimated for the turnpike and 1-95. At the low end is the Burlington Bristol Bridge, which grows by only 2.2 percent between the current situation and the No-Build Alternative. At the other extreme is US 130, where population and employment growth in Burlington and Florence townships produce traffic growth rates of 52.1 and 61.2 percent, respectively, south and north of the turnpike connection. Large percentage growths in traffic are also forecast for PA 413 and US 1 Business (approximately 30 to 50% depending on the location), although the relatively small base traffic volume tends to exaggerate growth on these facilities. Large numerical growth is forecast for Woodhaven Rd and Roosevelt Boulevard (between 16,000 and 18,500 vehicles). b. Build Alternative

Construction of the interchange between the Pennsylvania Turnpike and 1-95 produces significant shifts in traffic throughout the study area. The interchange itself is forecast to handle 57,200 vehicles a day in 2025, with the highest volumes being between the south to east quadrants (11,100 vehicles each way). The second highest movement is between the north and west quadrants, where 8,400 vehicles travel each way per day. The-remaining movements, between the west and south and between the north and east, generate less than 5,000 vehicles per day.

Traffic effects on the Pennsylvania Turnpike diminish rapidly as distance from the interchange increases. The highest absolute growth in traffic occurs on the segment between the 1-95 interchange and Interchange 29, US 13; here traffic volumes increase by 19,400 (33.4%) over the No-Build Alternative volume of 58,100 vehicles. Almost as high an increase in volume (18,900 vehicles) is experienced on the turnpike bridge. This location has the highest percentage increase in traffic in the study area at 39.0 percent The increase west of the 1-95 interchange to Interchange 28 is not as great at 15,000 vehicles (25.8%) but is still large. West of Interchange 28 the increase between the No-Build and Build Alternatives is only 6,700 vehicles, a 6.4 percent increase over the No-Build volume of 105,100 vehicles. Between Interchange 6 (US 130) and the New Jersey Turnpike mainline volume increases by 11,400 vehicles (31.2%) with more than half of this increase (6,300 vehicles) also utilizing the New Jersey Turnpike north of the connection and 5,100 additional vehicles oriented to and from the south on the New Jersey Turnpike. 36 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

The greatest increase, in both absolute and percentage terms, on 1-95 occurs on the link between the new interchange and the 1-95 connection to PA 413. An extra 15,700 vehicles (increase of 25.6%) use this link under the Build Alternative. Upon examination, it is easy to see the reason for this increase: Currently, traffic on 1-95 destined for the New Jersey Turnpike uses the 1-95 connection to PA 413, thence PA 413, US 13 and Interchange 29 of the Pennsylvania Turnpike. The new interchange provides a direct connection replacing these movements. Increases in traffic on 1-95 south of the PA 413 connection dissipate rapidly: Between the PA 413 connection and PA 132 the increase is 7,200 vehicles (8.6%); between PA 132 and PA 63 the increase is 5,300 vehicles (5.5%) and south of PA 63 the increase is 3,600 vehicles (2.7%). Part of this is attributable to traffic which currently uses Interchange 28 (US 1) and either PA 132 or PA 63 for movements between 1-95 south of the interchange site and points west of Interchange 28 on the Pennsylvania Turnpike. The same effect is apparent on 1-95 north of the interchange location. An increase of 10,000 vehicles (16.3%) is forecast between the 1-95 interchange and US 1 Business; between US 1 Business and US 1 Expressway the increase is 5,900 vehicles (10.3%) and north of US 1 Expressway this increase is 1,100 vehicles (1.6%). Traffic between the north and west quadrants of the interchange currently is served by Interchange 28 and either US 1 Expressway or US 1 Business.

Most arterials and collectors in the study area experience traffic relief due to the construction of the Pennsylvania Turnpike 11-95 interchange. The greatest reductions occur on US 1 on either side of Interchange 28: Volumes decline between the No-Build and Build Alternatives by 9,200 (9.7%) and 5,500 (6.5%) vehicles south and north, of Interchange 28, respectively. Almost as great are the reductions on PA 413 south and north of the 1-95 connection to PA 413: Reductions of 4,300 (11.7%) and 2,600 (8.0%) are registered. In both of these situations, traffic using the new interchange is diverted out of these existing interchanges. Reductions are also apparent on US 1 Expressway, US 1 Business, PA 63 and PA 132, routes which are mentioned above as the facilities where traffic reroutes through the interchange. US 130 in New Jersey would experience traffic increases due to the interchange, where volumes increase by approximately 5,000 vehicles (15.0%) due to easier access via the new interchange, turnpike bridge and US 130 free interchange on the turnpike connection.

Traffic is dynamic, and congestion or relief of one trip pattern often leads to changes in other trip patterns. Congestion at Interchange 28 in the No-Build Alternative causes some trips to use local arterials to travel to destinations. The relief afforded by the new interchange frees up capacity at Interchange 28, drawing some of this traffic onto the turnpike. For instance, although PA 132, Street Rd experiences a loss of 1-95 bound traffic to the new interchange, trips which previously avoided Interchange 28 in favor of local routing now find it more convenient to utilize the turnpike. Other trips replace those lost to the new interchange and the result is no change on the segment of PA 132 immediately east of Roosevelt Boulevard.

Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study 43 2. Analysis of 2005 Traffic Forecasts

Table 8 presents a comparison of current traffic counts with projected 2005 volumes on the turnpikes, 1-95 and other study area roadways under the No-Build and Build Alternatives. Figures 15 through 20 detail individual interchanges' ramp volumes for the 2005 No-Build and Build Alternatives.

Since traffic is projected to grow on almost all facilities in the study area, the 2005 traffic volumes are always smaller than the corresponding 2020 estimate. The patterns of traffic distribution in 2005 are similar to those in 2025 under the No-Build Alternative. In the Build Alternative, the new interchange ramps total 41,400 vehicles, approximately 72 percent of the 2025 Build Alternative volume. This is due to the propensity of trips to immediately shift to a more advantageous routing when a new facility opens. This effect is apparent on many of the study area arterials (particularly those on facilities providing alternate routings to the interchange), where the percentage decline in traffic between the No-Build and Build Alternatives is greater in 2005 than 2025. Over time, trip patterns not using the interchange shift to reflect lessened congestion on these facilities. This, coupled with background traffic growth, lessens the relief experienced by these facilities in the 2025 forecasts. -1:>0 Table 8: A COMPARISON OF 2005 AVERAGE DAILY TRAFFIC VOLUMES 1-1:>0 UNDER THE NO-BUILD & BUILD ALTERNATIVES (ADT)

2005 - Current 2005 - Current Current No- # % # % Roadwav SeQment Count Build Difference Difference Build Difference Difference

TURNPIKES

Pennsylvania Turnpike (1-276): - Int. 27 (PA 611) to Int. 28 (US 1) 83,500 90,200 6,700 8.0 94,200 4,000 4.4 - Int. 28 (US 1) to 1-95 Intch. 40,200 45,800 5,600 13.9 55,400 9,600 21.0 - 1-95 Intch. to Int. 29 (US 13) 40,200 45,800 5,600 13.9 58,800 13,000 28.4

Delaware River Turnpike Bridge 35,800 40,000 4,200 11.7 52,600 12,600 31.5 1"0 CD ::J New Jersey Turnpike I~ - Int. 6 (US 130) to Mainline (Extension) 29,900 31,900 2,000 6.7 39,600 7,700 24.1 - Int. 5 (CR 541) to Extension 66,400 70,100 3,700 5.6 73,700 3,600 5.1 - Extension to Int. 7 (US 206) 90,500 95,700 5,200 5.7 99,700 4,000 4.2

INTERSTATES ;>I"" CD Interstate 95 -T - Academy Rd to Woodhaven Rd (PA 63) 120,000 124,300 4,300 3.6 126,500 2,200 1.8 co 01 86,100 4,600 5.6 89,700 3,600 4.2 - Woodhaven Rd (PA 63) to Street Rd (PA 132) 81,500 "0 - Street Rd (PA 132) to PA 413 70,900 74,900 4,000 5.6 80,600 5,700 7.6 a - PA 413 to Turnpike Interchange 48,900 53,800 4,900 10.0 64,800 11,000 20.4 0 C/I - Turnpike Interchange to US 1 Business 48,900 53,800 4,900 10.0 61,000 7,200 13.4 CD - US 1 Business to US 1 Expressway 48,600 51,300 2,700 5.6 55,200 3,900 7.6 c- - US 1 Expressway to PA 332 54,700 59,900 5,200 9.5 60,800 900 1.5 :;- -.....CD 1-95 Connection to PA 413 32,800 36,900 4,100 12.5 33,000 - 3,900 -10.6 I~ :a::J CD OTHER CORRIDOR ROADWAYS 1-1 iil 31 Roosevelt Boulevard (US 1): - south of Woodhaven Rd (PA 63) 56,300 61,300 5,000 8.9 61,800 500 0.8 - north of Woodhaven Rd (PA 63) 72,300 75,400 3,100 4.3 75,200 - 200 - 0.3 Ii - Street Rd (PA 132) to Turnpike Int 28 (US 1) 78,400 83,400 5,000 6.4 73,500 - 9,900 - 11.9 Pennsylvania Turnpike / I-95 Proposed Interchange Traffic Study 45 % Difference # Difference 2005 - Current Build % Difference # Difference 2005 - Current Build OTHER CORRIDOR ROADWAYS (Continued) OTHER ROADWAYS CORRIDOR 300700 26,900 29,100 2,600 3,400 10.7 13.2 25,100 26,800 - 1,800 - 2,300 - 6.7 - 7.9 Count Current No- 13) 34,300 36,000 1,700 5.0 31,700 - 4,300 - 11.9 1) 62,900 68,200 5,300 8.4 66,800 - 1,400 - 2.1 UNDER THE NO-BUILD & BUILD ALTERNATIVES (ADT) (Continued) Roadway Segment Roadway - south of I-95 connection - Burlington Bristol BridgeBristol Pike (US 13): 13) - north of Tunrpike Int. 29 (US - south of Turnpike Int. 29 (US 130: US 130) - north of Int. 6 (US 130) - south of Int. 6 (US 25, 27,600 32,000 27,800 35,200 20,600 21,300 3,200 200 24,500 24,700 10.0 0.7 3,900 32,800 3,400 26,300 - 2,400 18.9 - 1,500 16.0 - 6.8 - 5.4 28,000 28,300 3,500 3,600 14.3 14.6 Street Rd (PA 132): (PA Rd Street of I-95 - west - east of Roosevelt1) Blvd (US 413): (PA Road Rodgers New - north of I-95 connection 36,100 38,400 24, 37,600 2,300 40,100 6.4 2,500 38,400 6.6 0 39,900 0.0 - 200 - 0.5 Table 8:Table VOLUMES TRAFFIC DAILY OF 2005 AVERAGE COMPARISON A 1): Roosevelt Boulevard (US - south of Woodhaven 63) (PA Rd - north of Woodhaven 63) (PA Rd 1) 132) to Turnpike Int. 28 (US (PA Rd - Street 1 Expressway: US 78,400 1) - north of Turnpike Int. 28 (US - south of I-95 - north of I-95 56,300 83,400 72,300 1 Business:US - south of I-95 413 - north of PA 61,300 75,400Woodhaven 63): (PA Rd 72,300 5,000 of I-95 - west - east of Roosevelt Blvd (US 5,000 76,300 3,100 6.4 8.9 49,500 4,000 73,500 4.3 62,400 61,800 - 9,900 53,800 21,400 21,300 75,200 65,300 5.5 - 11.9 500 24,500 23,600 - 200 58,000 4,300 71,600 2,900 0.8 - 0.3 - 4,700 63,700 3,100 2,300 8.7 4.6 - 6.2 14.5 10.8 49,400 5,700 65,000 - 4,400 22,000 20,600 - 300 9.8 - 8.2 - 2,500 - 3,000 - 0.5 61,100 - 10.2 - 12.7 - 2,600 - 4.1

Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-1

APPENDIX A 24 HOUR MACHINE TRAFFIC COUNTS

Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-3

TABLE OF CONTENTS

IDGHWAY SEGMENT BETWEEN

1-95 NB PA 63 (Woodhaven Road) & Linden Avenue ...... A-7 1-95 SB PA 63 (Woodhaven Road) & Linden Avenue ...... A-8 1-95 NB PA 63 (Woodhaven Road) & PA 132 (Street Road) .... . A-9 1-95 SB PA 63 (Woodhaven Road) & PA 132 (Street Road) ... . A-I0 1-95 NB PA 132 (Street Road) & PA 413 exit 1-95 ...... A-ll 1-95 SB PA 132 (Street Road) & PA 413 exit 1-95 ...... A-12 1-95 NB PA 413 exit 1-95 & US 1 BUS (Lincoln Highway) A-13 1-95 SB PA 413 exit 1-95 & US 1 BUS (Lincoln Highway) A-14 1-95 NB US 1 BUS (Lincoln Highway) & US 1 Expressway A-15 1-95 SB US 1 BUS (Lincoln Highway) & uS 1 Expressway A-16 1-95 NB US 1 Expressway & PA 332 ...... A-17 1-95 SB US 1 Expressway & PA 332 ...... A-18 1-95 SPUREB 1-95 & PA 413 ...... A-19 1-95 SPUR WB 1-95 & PA 413 ...... A-20 US 1 NB (Roosevelt Blvd) Inner La Comly Road & PA 63 (Woodhaven Road) A-21 US 1 NB (Roosevelt Blvd) Outer La Comly Road & PA 63 (Woodhaven Road) ...... A-22 US 1 SB (Roosevelt Blvd) Inner La Comly Road & PA 63 (Woodhaven Road) ...... A-23 US 1 SB (Roosevelt Blvd) Outer La Comly Road & PA 63 (Woodhaven Road) ...... A-24 US 1 NB (Roosevelt Blvd) PA 63 (Woodhaven Road) & Southampton Road ...... A-25 US 1 SB (Roosevelt Blvd) PA 63 (Woodhaven Road) & Southampton Road ...... A-26 US 1 NB (Lincoln Highway) PA 132 (Street Road) Ramps & PA Turnpike Overpass .. A-27 US 1 SB (Lincoln Highway) PA 132 (Street Road) Ramps & PA Turnpike Overpass . A-28 US 1 NB (Lincoln Highway) P A Turnpike Ramps & Rockhill Drive Ramps ...... A-29 US 1 SB (Lincoln Highway) PA Turnpike Ramps & Rockhill Drive Ramps ...... A-30 US 1 Expressway NB US 1 BUS (Lincoln Highway) & Access Road ...... A-31 US 1 Expressway SB US 1 BUS (Lincoln Highway) & Access Road ...... A-32 US 1 Expressway NB PA 413 & Oxford Valley Road ...... A-33 US 1 Expressway SB PA 413 & Oxford Valley Road ...... A-34 US 1 BUS (Lincoln Highway) NB PA 413 & Woodbourne Road ...... A-35 US 1 BUS (Lincoln Highway) SB PA 413 & Woodbourne Road ...... A-36 US 1 BUS (Lincoln Highway) NB Oxford Valley Mall entrance & Oxford Valley Road ... . A-37 US 1 BUS (Lincoln Highway) SB Oxford Valley Mall entrance & Oxford Valley Road ... . A-38 US 13 (Bristol Pike) NB Haunted Lane & Cedar Road ...... A-39 US 13 (Bristol Pike) SB Haunted Lane & Cedar Road ...... A-40 US 13 (Bristol Pike) NB Fourth Avenue & Beaver Street ...... A-41 US 13 (Bristol Pike) SB Fourth Avenue & Beaver Street ...... A-42 US 13 NB PA Turnpike Ramps & Green Lane ...... A-43 US 13 SB PA Turnpike Ramps & Green Lane ...... A-44 Old Route US 13 Otter Street & Bath Road ...... A-45

Delaware Valley Regional Planning Commission September 2000 A-4 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

TABLE OF CONTENTS (continued)

IDGHWAY SEGMENT BETWEEN PAGE

US 130NB Dultys Lane & CR 659 ...... A-46 US 130 SB Dultys Lane & CR 659 ...... A-47 US 130NB CR 659 & CR 656 ...... A-48 US 130 SB CR 659 & CR 656 ...... A-49 PA 63 (Woodhaven Road) EB Millbrook Road & US 13 (Bristol Pike) ...... A-50 PA 63 (Woodhaven Road) WB Millbrook Road & US 13 (Bristol Pike)...... A-51 PA 63 (Woodhaven Road) EB Thornton Road & US 1 (Roosevelt Boulevard) ...... A-52 PA 63 (Woodhaven Road) WB Thornton Road & US 1 (Roosevelt Boulevard) ...... A-53 PA 132 (Street Road) EB Forrest Avenue & Marion Avenue...... A-54 PA 132 (Street Road) WB Forrest Avenue & Marion Avenue...... A-55 PA 132 (Street Road) EB Knights Roads & PA 513 (Humeville Road) ...... A-56 PA 132 (Street Road) WB Knights Roads & PA 513 (Humeville Road) ...... A-57 PA 132 (Street Road) EB US 1 Expressway & Kingston Way ...... A-58 PA 132 (Street Road) WB US 1 Expressway & Kingston Way...... A-59 PA 132 (Street Road) EB US 1 Expressway Ramps & Old Lincoln Highway ...... A-60 PA 132 (Street Road) WB US 1 Expressway Ramps & Old Lincoln Highway...... A-61 PA 132 (Street Road) EB Reading Avenue & Rail Avenue ...... A-62 PA 132 (Street Road) WB Reading Avenue & Rail Avenue ...... A-63 PA 413 NB Grove Avenue & I-95 ...... A-64 PA413 SB Grove Avenue & I-95 ...... A-65 PA 413 NB South ofI-95 Elmhurse Avenue & I-95 Ramps...... A-66 PA 413 SB South ofI-95 Elmhurse Avenue & I-95 Ramps...... A-67 PA 413 NB North ofI-95 I-95 Ramps & Ford Road...... A-68 PA 413 NB North ofI-95 I-95 Ramps & Ford Road ...... A-69 , PA413NB Highland Avenue & Richardson Avenue ...... A-70 PA413 SB Highland Avenue & Richardson Avenue ...... A-71 PA 513 (Hulmeville Road) US 13 (Bristol Pike) & Cornwells Avenue ...... A-72 PA 513 (Hulmeville Road) Brookwood Drive & Park Avenue...... A-73 CR543 US 130 & Lardner Street ...... A-74 CR543 CR 660 & CR 656 ...... A-75 CR656 Cedar Street & Oak Street ...... A-76 CR656 US 130 & Hamilton Avenue ...... A-77 CR656 US 130 & CR 660 ...... A-78 CR659 US 130 & Access Road ...... A-79 CR659 US 130 & CR 661...... A-80 Bath Road Brookside Drive & Woodlawn Drive...... A-81 Bath Road US 13 (Bristol Pike) & Fayette Drive ...... A-82 Bensalem Boulevard US 13 (Bristol Pike) & Bridgewater Road...... A-83 Bensalem Boulevard Gibson Road & Bridge Road ...... A-84 Mill Creek Road Vulcan Road & Edgely Road ...... A-85

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-5

TABLE OF CONTENTS (continued)

IDGHWAY SEGMENT BETWEEN PAGE

Mill Creek Road Levittown Parkway & Willowood Pass ...... A-86 New Falls Road (EB) PA 413 & Bristol Valley Road...... A-87 New Falls Road (WB) PA 413 & Bristol Valley Road...... A-88 New Falls Road (EB) Bristol Valley Road & Edgely Road...... A-89 New Falls Road (WB) Bristol Valley Road & Edgely Road...... A-90 New Falls Road Levittown Parkway & Penn Valley Road ...... A-9I Old Lincoln Highway Somerton Avenue & Interplex Drive...... A-92 Old Lincoln Highway Trailwood Drive & Rockhill Drive ...... A-93 Bristol Oxford Valley Road Mill Creek Road & Mill Road ...... A-94 Bristol Oxford Valley Road New Falls Road & Red Rose Road ...... A-95 Rockhill Drive (EB) US I (Lincoln Highway) Ramps & Overlook Boulevard. A-96 Rockhill Drive (WB) US 1 (Lincoln Highway) Ramps & Overlook Boulevard. A-97 Rockhill Drive (EB) US I (Lincoln Hwy) Ramps & Neshaminy Mall entrance. A-98 Rockhill Drive (WB) US 1 (Lincoln Hwy) Ramps & Neshaminy Mall entrance. A-99 State Road PA 132 (Street Road) & Winks Lane ...... A-IOO State Road PA 413 & River Road ...... A-1OI

Delaware Valley Regional Planning Commission September 2000

Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-7

DVRPC - Travel Monitoring DATE: 7/26/99

ROAD: TR 95 NB DELAWARE EXPY FROM: LINDEN AVE TO: TR 63

COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRISEG/OFF: 00951032010500 FC: 11

PROJECT: INTER COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS:

STATION ID: DVRPC FILE #: 9248 COUNTER: 9629 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 07/26/99 07/27/99 07/28/99 07/29/99 07/30/99

1 AM 1,052 1,108 2AM 688 675 3AM 589 668 4AM 540 569 5AM 804 823 6AM 1,858 1,854 7 AM 3,856 3,827 8AM 4,704 4,726 9AM 4,328 4,387 10AM 3,283 3,439 11 AM 3,261 3,228 12 PM 3,436 3,380 1 PM 2,040 3,518 2 PM 2,728 3,492 3 PM 3,785 4,140 4 PM 4,608 4,422 5 PM 4,794 4,658 6PM 5,170 5,052 7 PM 4,371 4,882 8 PM 3,376 3,492 9 PM 2,706 2,803 10 PM 2,382 2,555 11 PM 2,168 2,648 12AM 1,842 1,837 71,898

SEASONAL FACTOR: .892 MDT: 59,515 AM PEAK %: 6.5 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .928 PM PEAK %: 7.0 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-a Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 7/26/99

ROAD: TR 95 SB DELAWARE EXPY FROM: LINDEN AVE TO: TR63

COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRISEG/OFF: 009510321/0500 FC: 11 PROJECT: INTER COUNT D1R: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 30 LOOP OR CLASS: STATION ID: DVRPC FILE #: 9249 COUNTER: 9766 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 07/26/99 07/27/99 07/28/99 07/29/99 07/30/99

1 AM 906 959 2AM 692 782 3AM 550 560 4AM 639 636 5AM 928 932 6AM 2,558 2,536 7AM 4,962 4,855 8AM 4,908 4,953 9AM 4,306 4,320 10AM 3,969 4,017 11 AM 3,702 3,767 12 PM 3,617 3,640 1 PM 3,326 3,498 2PM 3,529 3,596 3 PM 3,922 3,983 4PM 4,492 4,456 5PM 4,586 4,568 6PM 4,854 4,888 7PM 4,271 4,252 8PM 3,230 3,282 9PM 2,750 2,794 10 PM 2,606 2,636 11 PM 1,982 1,993 12AM 1,393 1,411 73,094

SEASONAL FACTOR: .892 MDT: 60,505 AM PEAK%: 6.8 HOUR ENDING: 7:00AM AXLE CORR. FACTOR: .928 PM PEAK %: 6.7 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-9

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 95 NB DELAWARE EXPY FROM: TR63 TO: TR 132

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 009510354/2000 FC: 11

PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS:

STATION ID: 10642 DVRPC FILE #: 9390 COUNTER: 9622 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 568 664 2AM 406 399 3AM 382 380 4AM 334 410 5AM 544 598 6AM 1,181 1,146 7 AM 2,688 2,751 8AM 3,338 3,286 9AM 3,390 3,388 10AM 2,356 2,371 11 AM 2,090 2,112 12 PM 2,238 2,264 1 PM 2,348 2,282 2 PM 2,343 3PM 2,664 4PM 3,093 2,994 5PM 3,288 3,186 6PM 3,514 3,444 7PM 2,848 2,766 8 PM 2,018 2,020 9PM 1,552 1,552 10 PM 1,437 1,306 11 PM 995 1,102 12AM 819 1,240 46,480

SEASONAL FACTOR: .922 MDT: 39,769 AM PEAK %: 7.3 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .928 PM PEAK %: 7.4 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-10 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 95 SB DELAWARE EXPY FROM: TR63 TO: TR 132

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 009510355/2000 FC: 11

PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS:

STATION ID: 10642 DVRPC FILE #: 9391 COUNTER: 9625 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 870 858 2AM 530 601 3AM 402 464 4AM 430 414 5AM 418 453 6AM 687 710 7 AM 1,616 1,600 8AM 3,346 3,402 9AM 3,422 3,474 10AM 2,894 2,874 11 AM 2,759 2,580 12 PM 2,480 2,541 1 PM 2,552 2,498 2PM 2,492 2,582 3PM 2,414 4PM 2,727 5PM 3,129 3,098 6PM 3,514 3,462 7PM 3,993 3,821 8 PM 2,774 2,804 9PM 1,982 1,898 10 PM 1,459 1,433 11 PM 1,295 1,226 12AM 1,074 1,048 48,829

SEASONAL FACTOR: .922 AADT: 41,779 AM PEAK %: 7.0 HOUR ENDING: 9:00 AM AXLE CORR. FACTOR: .928 PM PEAK %: 7.8 HOUR ENDING: 7:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-11

DVRPC - Travel Monitoring DATE: 7/27/99

ROAD: TR 95 NB DELAWARE EXPY FROM: TR 132 TO: TR 413 EXIT 1-95

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 0095/0370/1000 FC: 11 PROJECT: INTER COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS:

STATION 10: DVRPC FILE #: 9246 COUNTER: 9765 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 07/27/99 07/28/99 07/29/99 07/30/99 07/31/99

1 AM 594 848 2AM 373 488 3AM 386 464 4AM 343 362 5AM 544 464 6AM 986 950 7AM 2,115 2,154 2,109 8AM 2,851 2,832 2,753 9AM 2,696 2,748 2,750 10AM 2,104 2,122 2,132 11 AM 1,948 1,953 1,940 12 PM 2,074 2,000 2,036 1 PM 1,962 1,988 2 PM 2,054 2,131 3PM 2,405 2,354 4PM 2,516 2,665 5PM 2,682 2,892 6PM 3,022 3,206 7PM 2,864 2,644 8PM 1,987 1,898 9PM 1,592 1,598 10 PM 1,494 1,456 11 PM 1,420 1,310 12AM 934 1,114 42,291

SEASONAL FACTOR: .892 MDT: 35,007 AM PEAK%: 6.7 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .928 PM PEAK%: 7.6 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-12 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 7/27/99

ROAD: TR 95 SB DELAWARE EXPY FROM: TR 132 TO: TR 413 EXIT 1-95

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 009510371/1000 FC: 11 PROJECT: INTER COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS:

STATION ID: DVRPC FILE #: 9247 COUNTER: 9866 WEATHER: F

Hour Tuesday Wednesday. Thursday Friday Saturday Ending 07/27/99 07/28/99 07/29/99 07/30/99 07/31/99

1 AM 558 565 2AM 432 438 3AM 377 397 4AM 388 430 5AM 554 584 6AM 1,384 1,336 1,337 7AM 2,541 2,454 2,458 8AM 2,790 2,836 2,822 9AM 2,558 2,536 2,532 10AM 2,155 2,221 1,976 11 AM 2,266 2,152 2,268 12 PM 2,252 2,182 1 PM 2,201 2,210 2PM 2,124 2,182 3PM 2,340 2,362 4PM 2,694 2,679 5PM 2,932 2,840 6PM 3,122 3,072 7PM 2,608 2,662 8PM 1,956 2,130 9PM 1,644 1,683 10 PM 1,322 1,432 11 PM 1,156 1,236

12AM 801 ~ 43,390

SEASONAL FACTOR: .892 MDT: 35,917 AM PEAK%: 6.5 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .928 PM PEAK%: 7.1 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-13

DVRPC - Travel Monitoring DATE: 7/26/99

ROAD: TR 95 NB DELAWARE EXPY FROM: TR 413 EXIT 1-95 TO: TR 1 BUS

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 0095/0404/1000 FC: 11 PROJECT: INTER COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS: STATION 10: 701 DVRPC FILE #: 9469 COUNTER: 9001 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 07/26/99 07/27/99 07/28/99 07/29/99 07/30/99

1 AM 369 2AM 219 3AM 268 4AM 167 5AM 176 6AM 463 7 AM 1,192 8AM 1,794 9AM 1,735 10AM 1,234 11 AM 1,062 12 PM 1,217 1 PM 1,359 2 PM 1,565 3PM 1,692 4 PM 1,895 5 PM 2,352 6 PM 2,586 7 PM 2,055 8PM 1,588 9 PM 1,227 10 PM 1,114 11 PM 1,057 12AM 1,025 29,411

SEASONAL FACTOR: .892 MDT: 24,346 AM PEAK %: 6.1 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .928 PM PEAK %: 8.8 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-14 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 7/26/99

ROAD: TR 95 SB DELAWARE EXPY FROM: TR 413 EXIT 1-95 TO: TR 1 BUS

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 0095/0405/1000 FC: 11

PROJECT: INTER COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS:

STATION 10: 701 DVRPC FILE #: 9470 COUNTER: 9002 WEATHER: F

Hour Monday Tuesday VVednesday Thursday Friday Ending 07/26/99 07/27/99 07/28/99 07/29/99 07/30/99

1 AM 282 2AM 159 3AM 162 4AM 149 5AM 280 6AM 705 7 AM 1,436 8AM 1,783 9AM 1,651 10AM 1,487 11 AM 1,434 12 PM 1,503 1 PM 1,546 2 PM 1,565 3 PM 1,723 4 PM 1,939 5 PM 2,074 6 PM 2,227 7 PM 1,988 8 PM 1,662 9PM 1,285 10 PM 1,129 11 PM 833

12AM ~ 29,669

SEASONAL FACTOR: .892 MDT: 24,559 AM PEAK %: 6.0 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .928 PM PEAK %: 7.5 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-15

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 95 NB DELAWARE EXPY FROM: TR 1 BUS TO: TR 1 EXPY

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 009510434/1000 FC: 11 PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS:

STATION 10: 10643 OVRPC FILE #: 9392 COUNTER: 9768 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 370 636 2AM 252 356 3AM 202 219 4AM 214 212 5AM 201 216 6AM 386 330 7AM 904 918 8AM 1,527 1,504 9AM 2,266 2,109 10AM 2,040 1,984 11 AM 1,424 1,388 12 PM 1,274 1,224 1 PM 1,339 1,313 2PM 1,308 3PM 1,380 1,388 4PM 1,524 1,543 5PM 1,735 1,792 6PM 1,957 2,013 7PM 2,038 2,089 8 PM 1,580 1,702 9PM 986 1,326 10 PM 774 758 11 PM 702 783

12AM 494 ~ 27,739

SEASONAL FACTOR: .922 AADT: 23,734 AM PEAK%: 8.2 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .928 PM PEAK%: 7.5 HOUR ENDING: 7:00 PM

Delaware Valley Regional Planning Commission September 2000 A-16 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 95 SB DELAWARE EXPY FROM: TR 1 BUS TO: TR 1 EXPY

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 0095/0435/1000 FC: 11 PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS: STATION ID: 10643 DVRPC FILE #: 9393 COUNTER: 9763 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 360 407 2AM 292 306 3AM 266 258 4AM 230 234 5AM 248 278 6AM 338 367 7AM 802 800 8AM 1,700 1,518 9AM 2,170 2,014 10AM 1,852 1,722 11 AM 1,636 1,568 12 PM 1,495 1,483 1 PM 1,522 1,474 2PM 1,530 3PM 1,464 1,448 4PM 1,539 1,548 5PM 1,942 1,974 6 PM 2,354 2,378 7PM 2,506 2,542 8 PM 1,774 1,732 9 PM 1,142 1,156 10 PM 782 752 11 PM 695 654

12AM 458 ~ 29,100

SEASONAL FACTOR: .922 MDT: 24,898 AM PEAK%: 7.5 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .928 PM PEAK %: 8.7 HOUR ENDING: 7:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-17

DVRPC - Travel Monitoring DATE: 11/2/99

ROAD: TR 95 NB DELAWARE EXPY FROM: TR 1 EXPY TO: TR332

COUNTY: BUCKS MCD: 020 - LOWER MAKEFIELD TOWNSHIP SRiSEG/OFF: 009510470/1000 FC: 11 PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS: STATION ID: 702 DVRPC FILE #: 9394 COUNTER: 9765 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/02/99 11/03/99 11/04/99 11/05/99 11/06/99

1 AM 510 474 2AM 302 300 3AM 190 231 4AM 152 192 5AM 154 185 6AM 284 254 7AM 602 646 8AM 1,880 1,778 9AM 3,106 2,926 10AM 2,660 2,578 11 AM 1,645 12 PM 1,307 1 PM 1,280 1,357 2 PM 1,349 1,300 3PM 1,340 1,380 4PM 1,528 1,598 5 PM 1,736 1,765 6PM 1,984 1,986 7PM 1,998 2,230 8PM 1,879 1,987 9PM 1,357 1,441 10 PM 824 1,096 11 PM 782 936

12AM 626 ~ 30,534

SEASONAL FACTOR: .922 MDT: 26,125 AM PEAK%: 10.2 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .928 PM PEAK%: 7.3 HOUR ENDING: 7:00 PM

Delaware Valley Regional Planning Commission September 2000 A-18 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/2/99

ROAD: TR 95 SB DELAWARE EXPY FROM: TR 1 EXPY TO: TR 332

COUNTY: BUCKS MCD: 020 - LOWER MAKEFIELD TOWNSHIP SRISEG/OFF: 009510471/1000 FC: 11 PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS: STATION ID: 702 DVRPC FILE #: 9395 COUNTER: 9867 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/02/99 11/03/99 11/04/99 11/05/99 11/06/99

1 AM 386 416 2AM 311 292 3AM 245 190 4AM 217 244 5AM 237 234 6AM 333 354 7AM 846 728 8AM 1,776 1,744 9AM 2,408 2,308 10AM 2,058 2,181 11 AM 1,694 12 PM 1,568 1 PM 1,734 1,648 2 PM 1,854 1,624 3PM 1,625 1,624 4PM 1,782 1,890 5PM 2,115 2,332 6PM 2,678 3,018 7PM 2,736 3,120 8PM 1,985 2,341 9PM 1,162 1,332 10 PM 794 974 11 PM 698 868

12AM 506 ~ 33,448

SEASONAL FACTOR: .922 MDT: 28,619 AM PEAK%: 7.2 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .928 PM PEAK%: 9.3 HOUR ENDING:' 7:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-19

DVRPC - Travel Monitoring DATE: 11/10/99

ROAD: TR 95 EB SPUR FROM: TR 95 TO: TR 413

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 800510010/2000 FC: 14 PROJECT: TPKE COUNT DIR: EAST TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS: STATION ID: DVRPC FILE #: 9396 COUNTER: 9766 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 11/10/99 11/11/99 11/12/99 11/13/99 11/14/99

1 AM 178 248 2AM 140 155 3AM 112 114 4AM 124 116 5AM 218 188 6AM 407 431 7AM 1,078 1,102 8AM 1,579 1,540 9AM 1,267 1,276 10AM 842 758 11 AM 792 764 627 12 PM 762 727 1 PM 834 832 2 PM 942 853 3PM 1,058 1,090 4PM 1,282 1,367 5PM 1,409 1,428 6PM 1,326 1,400 7PM 1,046 1,062 8 PM 748 736 9PM 556 671 10 PM 472 578 11 PM 444 410

12AM 285 ~ 18,191

SEASONAL FACTOR: .932 AADT: 16,242 AM PEAK %: 8.7 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .958 PM PEAK %: 7.9 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-20 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/10/99

ROAD: TR 95 WB SPUR FROM: TR 95 TO: TR413

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 8005/0750/0500 FC: 14

PROJECT: TPKE COUNT DIR: WEST TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS:

STATION ID: DVRPC FILE #: 9397 COUNTER: 9327 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 11/10/99 11/11/99 11/12/99 11/13/99 11/14/99

1 AM 224 212 2AM 151 148 3AM 138 126 4AM 108 141 5AM 244 223 6AM 687 676 7 AM 1,198 1,211 8AM 1,302 1,286 9AM 469 1,107 1,204 10AM 925 925 898 11 AM 816 821 794 12 PM 900 886 1 PM 890 901 2 PM 874 826 3 PM 1,049 1,031 4 PM 1,237 1,225 5 PM 1,562 1,473 6 PM 1,592 1,587 7 PM 1,010 1,032 8 PM 692 708 9 PM 518 558 10 PM 486 532 11 PM 399 469

12 AM 307 ~ 18,490

SEASONAL FACTOR: .932 AADT: 16,509 AM PEAK %: 7.0 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .958 PM PEAK %: 8.6 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-21

DVRPC - Travel Monitoring DATE: 11/2/99

ROAD: TR 1 NB ROOSEVELT BLVD INNER LA FROM: COMLY RD TO: TR 63

COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRISEG/OFF: 00011036010500 FC: 14

PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION ID: 24807 DVRPC FILE #: 9398 COUNTER: 9993 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/02/99 11/03/99 11/04/99 11/05/99 11/06/99

1 AM 129 127 2AM 113 105 3AM 46 58 4AM 72 73 5AM 92 100 6AM 289 306 7AM 807 813 8AM 1,343 1,247 9AM 1,195 1,119 10AM 869 846 11 AM 769 12 PM 547 787 1 PM 870 912 2 PM 873 880 3 PM 936 926 4 PM 1,173 1,150 5 PM 1,119 1,269 6 PM 994 1,166 7 PM 940 1,127 8 PM 652 790 9 PM 493 592 10 PM 387 548 11 PM 338 447

12AM 247 ~ 16,621

SEASONAL FACTOR: .932 MDT: 14,840 AM PEAK%: 8.1 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .958 PM PEAK%: 7.6 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-22 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/2/99

ROAD: TR 1 NB ROOSEVELT BLVD OUTER LA FROM: COMLY RD TO: TR63

COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRISEG/OFF: 60011036010500 FC: 14

PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION ID: 23805 DVRPC FILE #: 9400 COUNTER: 9990 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/02/99 11/03/99 11/04/99 11/05/99 11/06/99

1 AM 125 170 2AM 77 95 3AM 61 78 4AM 69 65 5AM 132 138 6AM 495 501 7 AM 990 970 8AM 1,204 1,203 9AM 1,118 1,098 10AM 829 791 11 AM 807 12 PM 875 1 PM 948 857 2 PM 879 947 3PM 974 979 4PM 1,255 1,320 5 PM 1,161 1,166 6PM 1,113 1,259 7 PM 838 1,011 8 PM 539 772 9 PM 479 563 10 PM 367 501 11 PM 266 339

12AM 257 ~ 16,787

SEASONAL FACTOR: .932 MDT: 14,988 AM PEAK %: 7.2 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .958 PM PEAK %: 7.9 HOUR ENDING: 4:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-23

DVRPC - Travel Monitoring DATE: 11/2/99

ROAD: TR 1 SB ROOSEVELT BLVD INNER LA FROM: COMLY RD TO: TR 63

COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRISEG/OFF: 0001/0361/0500 FC: 14

PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION ID: 24807 DVRPC FILE #: 9399 COUNTER: WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/02/99 11/03/99 11/04/99 11/05/99 11/06/99

1 AM 196 270 2AM 176 180 3AM 95 131 4AM 70 77 5AM 94 103 6AM 218 222 7 AM 758 742 8AM 1,228 1,260 9AM 1,241 1,187 10AM 788 768 11 AM 692 12 PM 727 725 1 PM 847 769 2PM 790 804 3 PM 912 947 4PM 1,210 1,221 5PM 1,364 1,434 6PM 1,254 1,390 7 PM 846 978 8 PM 595 688 9PM 488 570 10 PM 524 688 11 PM 392 512

12AM 332 ~ 16,631

SEASONAL FACTOR: .932 AADT: 14,849 AM PEAK %: 7.5 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .958 PM PEAK %: 8.6 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-24 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/2/99

ROAD: TR 1 SB ROOSEVELT BLVD OUTER LA FROM: COMLY RD TO: TR63

COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRISEG/OFF: 600110361/0500 FC: 14

PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION ID: 23805 DVRPC FILE #: 9401 COUNTER: 9991 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/02/99 11/03/99 11/04/99 11/05/99 11/06/99

1 AM 126 134 2AM 75 104 3AM 54 59 4AM 45 41 5AM 44 47 6AM 157 160 7AM 528 508 8AM 813 833 9AM 816 806 10AM 638 562 11 AM 637 12 PM 720 1 PM 833 801 2 PM 698 743 3PM 814 816 4 PM 900 959 5PM 984 1,025 6 PM 1,008 1,045 7 PM 685 800 8 PM 467 616 9 PM 420 517 10 PM 404 506 11 PM 269 324

12AM 213 ~ 13,066

SEASONAL FACTOR: .932 MDT: 11,666 AM PEAK %: 6.2 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .958 PM PEAK %: 8.0 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-25

DVRPC - Travel Monitoring DATE: 2/3/99

ROAD: TR 1 NB ROOSEVELT BLVD FROM: TR63 TO: SOUTHAMPTON RD

COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRiSEG/OFF: 000110370/2000 FC: 14

PROJECT: 842210 COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION ID: 24808 DVRPC FILE #: 5811 COUNTER: 9866 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 02/03/99 02/04/99 02/05/99 02/06/99 02/07/99

1 AM 475 443 2AM 273 255 3AM 232 206 4AM 179 186 5AM 238 220 6AM 678 674 7 AM 2,062 1,930 8AM 3,091 3,040 9AM 2,939 10AM 1,912 11 AM 1,821 12 PM 1,816 1 PM 2,104 1,970 2 PM 1,993 2,072 3PM 2,342 2,176 4PM 2,712 2,729 5 PM 2,958 2,922 6PM 2,908 2,982 7 PM 2,489 2,431 8 PM 1,672 1,621 9 PM 1,306 1,395 10 PM 1,260 1,084 11 PM 914 1,008

12AM 630 ~ 38,707

SEASONAL FACTOR: .997 MDT: 36,970 AM PEAK %: 8.0 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .958 PM PEAK %: 7.7 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-26 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 2/3/99

ROAD: TR 1 5B ROOSEVELT BLVD FROM: TR63 TO: SOUTHAMPTON RD

COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRISEG/OFF: 000110371/2000 FC: 14 PROJECT: 842210 COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS: STATION ID: 24808 DVRPC FILE #: 5812 COUNTER: 9867 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 02/03/99 02/04/99 02/05/99 02/06/99 02/07/99

1 AM 409 338 2AM 294 191 3AM 270 165 4AM 162 146 5AM 263 234 6AM 765 788 7AM 2,036 1,901 8AM 2,838 2,876 9AM 2,722 10AM 1,870 11 AM 1,752 12 PM 1,855 1 PM 2,012 1,931 2PM 1,932 1,953 3PM 2,001 2,011 4PM 2,378 2,325 5PM 2,751 2,623 6PM 2,955 2,992 7 PM 2,141 2,291 8PM 1,540 1,538 9PM 1,273 1,204 10 PM 1,355 1,302 11 PM 884 920

12AM 643 ~ 37,028

SEASONAL FACTOR: .997 MDT: 35,366 AM PEAK %: 7.7 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .958 PM PEAK%: 8.1 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-27

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 1 NB LINCOLN HWY FROM: TR 132 RAMPS TO: PA TPKE OVERPASS

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 000110020/4000 FC: 12 PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS: STATION ID: 24667 DVRPC FILE #: 9402 COUNTER: 9628 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02199 11/03/99 11/04/99 11/05/99

1 AM 498 430 2AM 304 262 3AM 259 207 4AM 306 248 5AM 418 418 6AM 1,168 1,070 7AM 2,630 2,572 8AM 3,164 3,084 9AM 3,083 3,038 10AM 2,554 2,430 11 AM 2,293 2,169 12 PM 2,192 2,274 1 PM 2,426 2,540 2PM 2,438 2,464 3PM 2,480 2,538 4PM 2,846 2,856 5PM 3,296 3,272 6 PM 3,762 3,826 7 PM 2,793 2;820 8 PM 1,964 1,892 9PM 1,464 1,355 10 PM 1,312 1,096 11 PM 1,074 926 12AM 612 --21Q 45,146

SEASONAL FACTOR: .936 MDT: 40,144 AM PEAK %: 7.0 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .95 PM PEAK%: 8.5 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-28 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 1 SB LINCOLN HWY FROM: TR 132 RAMPS TO: PA TPKE OVERPASS

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 000110021/4000 FC: 12

PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP ORCLASS:

STATION ID: 24667 DVRPC FILE #: 9403 COUNTER: 9771 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 401 414 2AM 328 309 3AM 278 242 4AM 270 234 5AM 307 313 6AM 1,024 1,013 7 AM 1,696 1,728 8AM 3,326 3,348 9AM 3,745 3,699 10AM 3,256 3,301 11 AM 2,302 2,368 12 PM 2,042 2,096 1 PM 2,017 2,086 2 PM 2,091 2,131 3 PM 2,073 2,102 4PM 2,380 2,356 5 PM 2,561 2,530 6 PM 2,816 2,896 7 PM 2,696 2,728 8 PM 2,318 2,340 9 PM 1,585 1,638 10 PM 1,188 1,218 11 PM 982 1,065

12AM 884 ~ 43,018

SEASONAL FACTOR: .936 MDT: 38,252 AM PEAK %: 8.7 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .95 PM PEAK %: 6.7 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-29

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 1 NB LINCOLN HWY FROM: TPKE RAMPS TO: ROCKHILL RD RAMPS

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 00011004010500 FC: 12

PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP ORCLASS:

STATION ID: 24668 DVRPC FILE #: 9404 COUNTER: 9869 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 568 570 2AM 414 391 3AM 225 234 4AM 184 170 5AM 197 184 6AM 258 298 7 AM 641 610 8AM 1,747 1,826 9AM 2,574 2,688 10AM 2,858 2,902 11 AM 2,306 2,334 12 PM 1,912 1,961 1 PM 1,982 2,001 2 PM 2,082 3 PM 2,214 2,226 4 PM 2,312 2,264 5 PM 2,870 2,850 6PM 3,409 3,412 7PM 3,630 3,369 8 PM 3,191 3,043 9PM 2,364 2,364 10 PM 1,514 1,466 11 PM 1,235 1,125

12AM 988 ~ 41,009

SEASONAL FACTOR: .936 AADT: 36,465 AM PEAK %: 7.0 HOUR ENDING: 10:00 AM AXLE CORR. FACTOR: .95 PM PEAK %: 8.3 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-30 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 1 SB LINCOLN HWY FROM: PA TPKE RAMPS TO: ROCKHILL DR RAMPS

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRiSEG/OFF: 0001/0041/0500 FC: 12

PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS:

STATION 10: 24668 DVRPC FILE #: 9405 COUNTER: 9770 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 518 544 2AM 292 321 3AM 196 199 4AM 135 153 5AM 150 156 6AM 286 293 7 AM 1,004 956 8AM 3,156 3,216 9AM 3,682 3,702 10AM 3,297 3,244 11 AM 2,244 2,272 12 PM 1,969 1,914 1 PM 2,014 2 PM 2,072 3PM 2,068 2,055 4 PM 2,211 2,224 5 PM 2,482 2,494 6 PM 2,826 2,774 7 PM 3,096 2,904 8 PM 2,403 2,355 9 PM 1,664 1,534 10 PM 1,264 1,192 11 PM 1,130 1,025

12 AM 775 ~ 40,356

SEASONAL FACTOR: .936 MDT: 35,885 AM PEAK%: 9.1 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .95 PM PEAK %: 7.2 HOUR ENDING: 7:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-31

DVRPC - Travel Monitoring DATE: 6/24/97

ROAD: TR 1 NB LINCOLN HWY FROM: TR 1 BUS TO: ACCESS RD

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 0001100601 FC: 12

PROJECT: PASC97 COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS:

STATION 10: 11194 DVRPC FILE #: 811 COUNTER: WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 06/24/97 06/25/97 06/26/97 06/27/97 06/28/97

1 AM 252 245 2AM 113 152 3AM 98 109 4AM 112 132 5AM 183 189 6AM 564 531 7 AM 1,632 8AM 2,220 2,444 9AM 2,387 2,312 10AM 1,565 1,587 11 AM 1,379 1,477 12 PM 1,322 1,434 1 PM 1,310 1,382 2 PM 1,286 1,280 3 PM 1,429 1,426 4 PM 1,634 1,673 5 PM 2,039 1,991 6 PM 2,396 2,405 7 PM 2,140 2,091 8 PM 1,328 1,470 9 PM 1,008 1,076 10 PM 935 963 11 PM 673 738

12AM 430 ~ 29,183

SEASONAL FACTOR: .904 MDT: 24,825 AM PEAK %: 8.4 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .941 PM PEAK%: 8.2 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-32 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 6/24/97

ROAD: TR 1 SB LINCOLN HWY FROM: TR 1 BUS TO: ACCESS RD

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 0001100611 FC: 12 PROJECT: PASB97 COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS: STATION ID: 11194 DVRPC FILE #: 812 COUNTER: WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 06/24/97 06/25/97 06/26/97 06/27/97 06/28/97

1 AM 215 232 2AM 122 117 3AM 84 106 4AM 83 101 5AM 152 163 6AM 531 565 7AM 1,684 8AM 2,466 2,474 9AM 1,948 2,059 10AM 1,379 1,413 11 AM 1,199 1,245 12 PM 1,247 1,226 1 PM 1,331 1,321 2PM 1,225 1,355 3PM 1,502 1,440 4PM 1,839 1,876 5PM 2,151 2,307 6PM 2,689 2,750 7PM 2,049 1,999 8PM 1,369 1,468 9 PM 1,109 1,091 10 PM 925 1,096 11 PM 631 594 12AM 432 -111 29,026

SEASONAL FACTOR: .904 MDT: 24,691 AM PEAK %: 8.5 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .941 PM PEAK %: 9.5 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-33

DVRPC - Travel Monitoring DATE: 7/21/99

ROAD: TR 1 NB FROM: TR 95 TO: OXFORD VALLEY RD

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRiSEG/OFF: 0001/016010500 FC: 12

PROJECT: PAB99 COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS: Y

STATION ID: 686 DVRPC FILE #: 112 COUNTER: 9450 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Monday Tuesday Ending 07/21/99 07/22/99 07/23/99 07/24/99 07/25/99 07/26/99 07/27/99

1 AM 363 369 435 690 684 338 338

2AM 204 237 263 414 426 216 194

3AM 190 191 213 366 399 194 181

4AM 179 180 211 218 294 193 147

5AM 280 298 327 229 216 304 302

6AM 790 799 779 327 216 847 363

7AM 1,961 1,896 1,774 618 285 1,956 839

8AM 2,627 2,456 2,495 846 397 2,557 2,.689

9AM 2,844 2,560 2,643 1,157 632 2,664 2,728

10AM 1,992 1,962 1,952 1,630 1,054 1,748 1,935

11 AM 1,667 1,645 1,563 1,561 1,371 1,531 1,739

12 PM 1,605 1,667 1,682 1,503 1,640 1,709 1,764

1 PM 1,795 1,753 1,873 1,798 1,853 1,674 1,748

2 PM 1,659 1,705 1,927 1,902 1,825 1,654 1,678

3 PM 1,724 1,893 1,945 1,925 1,869 1,820 1,880

4PM 2,118 2,174 1,812 1,849 1,727 1,957 2,189

5 PM 2,486 2,558 2,428 1,916 1,711 2,134 2,422

6 PM 2,718 2,821 2,734 1,801 1,634 2,486 2,790

7 PM 2,298 2,522 2,511 1,787 1,451 2,112 2,368

8 PM 1,888 1,817 1,885 1,548 1,370 2,036 1,779

9PM 1,338 1,374 1,517 1,173 1,128 1,259 1,283

10 PM 1,179 1,119 1,302 1,088 1,106 1,070 1,145

11 PM 920 884 991 1,005 763 805 885

12AM ~ 694 829 874 534 570 601 35,487

SEASONAL FACTOR: 0.895 MDT: 31,761 AM PEAK %: 8.0 HOUR ENDING: 9:00 AM

PM PEAK % 7.8 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-34 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 7/21/99

ROAD: TR 1 SB FROM: TR 95 TO: OXFORD VALLEY RD

COUNTY: BUC.KS MCD: 022 - MIDDLETOWN TOWNSHIP SRlSEGI0FF: 0001/0161/0500 FC: 12 PROJECT: PAB99 COUNT DIR: SOUTH TRAFFIC DlR: BOTH SPEED LIMIT: 55 LOOP OR CLASS: Y STATION ID: 686 DVRPC FILE #: 113 COUNTER: 8801 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Monday Tuesday Ending 07/21/99 07122/99 07123/99 07/24199 07/25199 07/26199 07127199

1 AM 309 291 311 425 523 259 252

2AM 166 178 229 289 347 134 153

3AM 127 149 172 206 203 106 135 4AM 146 143 149 140 107 122 128 5AM 250 240 226 160 116 225 234 6AM 685 682 678 342 159 698 309 7AM 1,913 1,872 1,858 609 307 1,860 716 8AM 2,638 2,584 2,454 872 443 2,533 2,557 9AM 2,311 2,215 2,246 1,084 508 2,154 2,222 10AM 1,568 1,566 1,595 1,229 785 1,468 1,634 11 AM 1,423 1,405 1,565 1,446 1,037 1,334 1,467

12 PM 1,553 1,524 1,590 1,638 1,381 1,444 1,513 1 PM 1,606 1,625 1,740 1,794 1,606 1,561 1,528 2PM 1,648 1,676 1,808 1,688 1,529 1,632 1,582 3PM 1,845 1,835 2,023 1,873 1,531 1,772 1,864 4PM 2,150 2,195 2,285 1,892 1,535 2,149 2,194 5PM 2,520 2,451 2,634 1,877 1,590 2,356 2,462

6PM 2,929 2,924 2,837 1,692 1,523 2,847 2,879 7PM 2,354 2,222 2,368 1,744 1,457 2,201 2,226

8PM 1,898 1,848 2,034 1,721 1,567 1,732 1,865 9PM 1,543 1,556 1,585 1,540 1,350 1,501 1,499

10 PM 1,212 1,209 1,456 1,555 996 1,119 1,212

11 PM 811 885 1,157 1,232 681 805 786 12AM ----2Z§ 556 740 827 471 457 529 34,181

SEASONAL FACTOR: 0.895 AADT: 30,592 AM PEAK %: 7.7 HOUR ENDING: 8:00AM

PM PEAK %: 8.6 HOUR ENDING: 6:00 PM

Delaware Valle~ Res;ional Plannins; Commission SeEtember 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-35

DVRPC - Travel Monitoring DATE: 11/2/99

ROAD: LINCOLN HIGHWAY EAST HWY NB FROM: TR 413 TO: WOODBOURNE RD

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 203710130/1000 FC: 14 PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS: STATION ID: 18950 DVRPC FILE #: 9409 COUNTER: 9834 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/02199 11/03/99 11/04/99 11/05/99 11/06/99

1 AM 121 143 2AM 58 76 3AM 29 44 4AM 35 30 5AM 38 33 6AM 56 62 7AM 170 172 8AM 368 328 9AM 576 544 10AM 532 455 11 AM 544 12 PM 632 682 1 PM 762 768 2 PM 790 802 3 PM 732 809 4PM 734 782 5PM 856 848 6PM 1,004 978 7PM 879 986 8 PM 675 756 9 PM 502 658 10 PM 478 590 11 PM 420 434

12AM 154 ~ 11,816

SEASONAL FACTOR: .932 MDT: 10,550 AM PEAK%: 5.8 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .958 PM PEAK%: 8.3 HOUR ENDING: 7:00 PM

Delaware Valley Regional Planning Commission September 2000 A-36 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/2/99

ROAD: LINCOLN HIGHWAY EAST HWY SB FROM: TR 413 TO: WOODBOURNE RD COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 203710131/1000 FC: 14 PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS: STATION ID: 18950 DVRPC FILE #: 9410 COUNTER: 9629 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/02/99 11/03/99 11/04/99 11/05/99 11/06/99

1 AM 106 120 2AM 76 84 3AM 40 49 4AM 42 49 5AM 36 35 6AM 45 51 7AM 118 116 8AM 313 292 9AM 534 468 10AM 668 612 11 AM 743 12 PM 768 756 1 PM 776 824 2 PM 897 893 3PM 848 868 4 PM 746 827 5PM 818 888 6PM 856 934 7PM 825 951 8 PM 700 841 9PM 556 686 10 PM 360 453 11 PM 236 307 12AM 170 ----.1.Z.Q 12,119

SEASONAL FACTOR: .932 MDT: 10,821 AM PEAK%: 6.2 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .958 PM PEAK %: 7.8 HOUR ENDING: 7:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-37

DVRPC -_ Travel Monitoring DATE: 4/20/99

ROAD: LINCOLN HWY NB FROM: OXFORD VALLEY MALL ENT TO: OXFORD VALLEY RD

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 203710150/0500 FC: 14 PROJECT: PAB99 COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS: STATION ID: 18951 DVRPC FILE #: 6189 COUNTER: 370 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 04/20/99 04/21/99 04/22/99 04/23/99 04/24/99

1 AM 94 97 2AM 54 66 3AM 28 46 4AM 46 25 5AM 45 58 6AM 135 118 7AM 329 274 8AM 490 497 9AM 579 557 10AM 648 626 11 AM 752 762 12 PM 835 832 1 PM 971 2 PM 979 1,005 3PM 978 1,038 4PM 982 1,012 5PM 1,147 1,206 6PM 1,313 1,361 7PM 1,010 1,057 8 PM 933 957 9 PM 849 833 10 PM 541 608 11 PM 315 300

12AM 177 ~ 14,557

SEASONAL FACTOR: .949 MDT: 13,234 AM PEAK%: 5.7 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .958 PM PEAK%: 9.3 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-38 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 4/20/99

ROAD: LINCOLN HWY SB FROM: OXFORD VALLEY MALL ENT TO: OXFORD VALLEY RD

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 203710151/0500 FC: 14 PROJECT: PAB99 COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS: STATION ID: 18951 DVRPC FILE #: 6193 COUNTER: 731 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 04120199 04121199 04/22/99 04123199 04124199

1 AM 68 80 2AM 41 54 3AM 32 34 4AM 35 38 5AM 53 56 6AM 185 165 7AM 399 386 8AM 700 682 9AM 730 681 10AM 727 697 11 AM 776 717 12 PM 824 843 1 PM 930 2PM 969 922 3PM 943 906 4PM 974 955 5PM 966 1,036 6PM 1,072 1,088 7PM 891 956 8PM 897 861 9PM 673 686 10 PM 414 416 11 PM 210 219

12AM 154 ~ 13,700

SEASONAL FACTOR: .949 AADT: 12,455 AM PEAK %: 6.0 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .958 PM PEAK%: 7.9 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-39

DVRPC - Travel Monitoring DATE: 5/11/98 .

ROAD: TR 13 NB BRISTOL PK FROM: HAUNTED LA TO: CEDAR AVE

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 001310120/1000 FC: 14 PROJECT: PAB98 COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS: STATION ID: 26111 DVRPC FILE #: 2734 COUNTER: 9786 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 05/11/98 05/12/98 05/13/98 05/14/98 05/15/98

1 AM 63 65 2AM 31 34 3AM 42 35 4AM 56 44 5AM 67 72 6AM 106 118 7AM 296 285 8AM 450 422 9AM 496 475 10AM 417 394 11 AM 384 356 12 PM 441 368 1 PM 413 440 2 PM 429 485 3PM 520 506 4PM 625 602 5PM 649 634 6PM 598 627 7PM 490 516 8PM 457 435 9PM 388 367 10 PM 263 247 11 PM 164 191 12AM 145 -1M 8,053

SEASONAL FACTOR: .938 MDT: 7,252 AM PEAK%: 6.2 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .96 PM PEAK%: 7.9 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-40 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 5/11/98

ROAD: TR 13 SB BRISTOL PK FROM: HAUNTED LA· TO: CEDAR AVE COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 001310121/1000 FC: 14 PROJECT: PAB98 COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS:

STATION 10: 26111 DVRPC FILE #: 2735 COUNTER: 9866 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 05/11/98 05/12/98 05/13/98 05/14/98 05/15/98

1 AM 112 102 2AM 51 47 3AM 43 36 4AM 48 46 5AM 56 61 6AM 188 200 7AM 425 429 8AM 612 634 9AM 540 575 10AM 471 506 11 AM 514 501 12 PM 517 539 1 PM 560 527 2 PM 571 546 3PM 544 552 4PM 587 546 5 PM 609 594 6 PM 586 570 7 PM 532 543 8 PM 443 416 9 PM 360 331 10 PM 247 261 11 PM 214 222 12AM 120 --.1§ 8,831

SEASONAL FACTOR: .938 MDT: 7,952 AM PEAK%: 6.9 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .96 PM PEAK%: 6.7 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-41

DVRPC - Travel Monitoring DATE: 5/13/98

ROAD: TR 13 NB PAPER ST FROM: FOURTH AVE TO: BEAVER ST

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 001310190/2000 FC: 14 PROJECT: PAB98 COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS: STATION 10: 11449 DVRPC FILE #: 2730 COUNTER: 9867 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 05/13/98 05/14/98 05/15/98 05/16/98 05/17/98

1 AM 237 232 2AM 151 146 3AM 136 134 4AM 117 119 5AM 235 195 6AM 538 490 7AM 1,082 1,098 8AM 1,302 1,300 9AM 1,114 1,124 10AM 935 11 AM 929 12 PM 1,007 957 1 PM 1,027 1,076 2 PM 1,109 1,089 3PM 1,178 1,201 4PM 1,329 1,346 5 PM 1,333 1,345 6PM 1,287 1,316 7PM 1,018 1,073 8 PM 907 898 9PM 699 709 10 PM 601 563 11 PM 502 525

12AM 285 ~ 19,225

SEASONAL FACTOR: .938 MDT: 17,312 AM PEAK %: 6.8 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .96 PM PEAK %: 7.0 HOUR ENDING: 4:00 PM

Delaware Valley Regional Planning Commission September 2000 A-42 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 5/13/98

ROAD: TR 13 SB PAPER ST FROM: FOURTH AVE TO: BEAVER ST

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 001310191/2000 FC: 14 PROJECT: PAB98 COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS: STATION ID: 11449 DVRPC FILE #: 2731 COUNTER: 9765 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 05/13/98 05/14/98 05/15/98 05/16/98 05/17/98

1 AM 321 318 2AM 215 191 3AM 135 151 4AM 116 117 5AM 150 162 6AM 386 325 7AM 785 848 8AM 1,176 1,182 9AM 1,108 1,128 10AM 956 1,020 11 AM 900 12 PM 997 1,010 1 PM 1,113 1,052 2PM 1,123 1,106 3PM 1,124 1,130 4PM 1,343 1,411 5PM 1,481 1,515 6PM 1,553 1,091 7PM 1,248' 1,210 8PM 903 956 9PM 777 785 10 PM 590 550 11 PM 450 462

12AM 386 ~ 18,920

SEASONAL FACTOR: .938 MDT: 17,037 AM PEAK %: 6.2 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .96 PM PEAK%: 8.0 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-43

DVRPC - Travel Monitoring DATE: 11/16/99

ROAD: TR 13 NB PAPER ST FROM: TPKE RAMP TO: GREEN LANE COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 00131021010500 FC: 14 PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS: STATION ID: 11450 DVRPC FILE #: 9411 COUNTER: 9003 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/16/99 11/17/99 11/18/99 11/19/99 11/20/99

1 AM 208 208 2AM 138 154 3AM 97 151 4AM 158 118 5AM 314 324 6AM 614 614 7AM 1,147 1,092 8AM 1,338 1,289 9AM 1,288 10AM 1,046 11 AM 992 12 PM 1,046 1,044 1 PM 1,092 1,146 2PM 1,242 1,158 3PM 1,323 1,404 4PM 1,397 1,417 5PM 1,462 1,462 6PM 1,523 1,560 7PM 1,280 1,262 8PM 936 942 9PM 711 683 10 PM 572 665 11 PM 558 590

12AM 346 ~ 21,093

SEASONAL FACTOR: .932 MDT: 18,833 AM PEAK%: 6.3 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .958 PM PEAK%: 7.4 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-44 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/16/99

ROAD: TR 13 SB PAPER ST FROM: TPKE RAMP TO: GREEN LANE

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 001310211/0500 FC: 14

PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION ID: 11450 DVRPC FILE #: 9412 COUNTER: 9956 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/16/99 11/17/99 11/18/99 11/19/99 11/20/99

1 AM 159 206 2AM 144 132 3AM 94 119 4AM 96 84 5AM 136 128 6AM 382 372 7AM 718 676 8AM 966 958 9AM 892 867 10AM 736 11 AM 724 12 PM 730 1 PM 796 820 2 PM 786 856 3 PM 928 974 4 PM 1,048 1,046 5 PM 1,138 1,192 6 PM 1,118 1,130 7 PM 798 852 8 PM 626 620 9 PM 422 486 10 PM 376 394 11 PM 298 296

12AM 310 ~ 14,787

SEASONAL FACTOR: .932 MDT: 13,203 AM PEAK %: 6.5 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .958 PM PEAK %: 8.1 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-45

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: OLD ROUTE 13 FROM: OTTER ST TO: BATH ST COUNTY: BUCKS MCD: 004 - BRISTOL BOROUGH SRISEG/OFF: LOC FC: 19 PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS:

STATION 10: DVRPC FILE #: 9423 COUNTER: 9624 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02199 11/03/99 11/04/99 11/05/99

1 AM 49 48 2AM 23 19 3AM 24 18 4AM 28 23 5AM 30 32 6AM 136 132 7 AM 442 452 8AM 629 624 9AM 536 544 10AM 386 398 11 AM 412 392 12 PM 468 516 1 PM 504 468 2PM 420 3PM 534 486 4PM 643 582 5PM 703 714 6PM 791 688 7PM 485 438 8PM 362 322 9PM 243 252 10 PM 252 244 11 PM 212 190

12AM 140 ~ 8,123

SEASONAL FACTOR: .951 MDT: 7,671 AM PEAK%: 7.7 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .993 PM PEAK %: 8.8 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-46 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/3/99

ROAD: TR 130 NB FROM: DUL TYS LA TO: TR659 COUNTY: BURLINGTON MCD: 254 - FLORENCE TOWNSHIP SRISEG/OFF: /I FC: 14 PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS: STATION ID: DVRPC FILE #: 9429 COUNTER: 9490 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 11/03/99 11/04/99 11/05/99 11/06/99 11/07/99

1 AM 87 132 2AM 90 76 3AM 103 106 4AM 101 111 SAM 177 226 6AM 462 374 7AM 798 8AM 998 1,010 9AM 835 773 10AM 579 660 11 AM 593 613 12 PM 613 676 1 PM 670 674 2 PM 656 674 3 PM 487 706 4 PM 603 702 5PM 725 751 6PM 805 786 7PM 536 592 8 PM 459 471 9 PM 330 351 10 PM 310 324 11 PM 255 261 12AM 180 --1H 12,016

SEASONAL FACTOR: .932 MDT: 10,729 AM PEAK %: 8.4 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .958 PM PEAK%: 6.5 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-47

DVRPC:"" Travel Monitoring DATE: 11/3/99

ROAD: TR 130 SB FROM: DUL TYS LA TO: TR659 COUNTY: BURLINGTON MCD: 254 - FLORENCE TOWNSHIP SRISEG/OFF: /I FC: 14 PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS:

STATION ID: DVRPC FILE #: 9430 COUNTER: 9490 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 11/03/99 11/04/99 11/05/99 11/06/99 11/07/99

1 AM 126 139 2AM 78 83 3AM 53 71 4AM 74 72 5AM 81 82 6AM 163 176 7AM 452 8AM 760 763 9AM 723 686 10AM 574 548 11 AM 525 583 12 PM 570 607 1 PM 587 627 2PM 630 649 3PM 699 757 4PM 783 865 5PM 1,030 1,019 6PM 1,077 1,146 7PM 779 856 8 PM 499 548 9 PM 378 369 10 PM 302 311 11 PM 268 261

12AM 206 ~ 11,808

SEASONAL FACTOR: .932 MDT: 10,543 AM PEAK %: 6.5 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .958 PM PEAK%: 9.7 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-48 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 130 NB FROM: TR659 TO: TR656 COUNTY: BURLINGTON MCD: 254 - FLORENCE TOWNSHIP SRISEG/OFF: /I FC: 14 PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS: STATION ID: DVRPC FILE #: 9450 COUNTER: 9491 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 109 105 2AM 117 112 3AM 94 125 4AM 146 167 5AM 252 230 6AM 402 368 7AM 891 8AM 1,147 1,086 9AM 882 793 10AM 575 643 11 AM 599 533 12 PM 663 619 1 PM 651 599 2PM 674 547 3PM 675 611 4PM 724 676 5PM 745 739 6PM 817 825 7PM 605 598 8PM 441 413 9PM 328 336 10 PM 285 307 11 PM 248 240

12AM 88 ~ 11,771

SEASONAL FACTOR: .932 MDT: 10,510 AM PEAK %: 9.2 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .958 PM PEAK%: 7.0 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-49

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 130 SB FROM: TR 659 TO: TR 656 COUNTY: BURLINGTON MCD: 254 - FLORENCE TOWNSHIP SRISEG/OFF: 1/ FC: 14

PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS:

STATION 10: DVRPC FILE #: 9451 COUNTER: 9491 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 104 119 2AM 61 79 3AM 61 69 4AM 69 75 5AM 129 90 6AM 208 182 7 AM 466 8AM 791 819 9AM 700 713 10AM 609 615 11 AM 669 607 12 PM 636 640 1 PM 692 700 2 PM 715 651 3PM 775 758 4 PM 887 793 5PM 1,026 835 6PM 1,003 902 7PM 745 630 8 PM 490 441 9 PM 363 321 10 PM 287 307 11 PM 287 287

12 AM 191 ~ 11,278

SEASONAL FACTOR: .932 AADT: 10,070 AM PEAK %: 7.3 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .958 PM PEAK %: 8.0 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-50 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 10/6/99

ROAD: TR 63 EB WOODHAVEN RD FROM: MILLBROOK RD TO: TR 13

COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRISEG/OFF: 006310062/1500 FC: 12 PROJECT: PAP99 COUNT DIR: EAST TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS: STATION ID: 12152 DVRPC FILE #: 8105 COUNTER: 9763 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 10/06/99 10/07/99 10/08/99 10/09/99 10/10/99

1 AM 322 310 2AM 294 308 3AM 187 195 4AM 157 162 5AM 298 316 6AM 972 7AM 2,048 8AM 2,275 2,329 9AM 2,074 2,116 10AM 1,654 1,712 11 AM 1,464 1,584 12 PM 1,484 1,470 1 PM 1,540 1,491 2PM 1,446 1,443 3PM 1,514 1,538 4PM 2,058 2,076 5PM 2,293 2,226 6PM 2,396 2,272 7PM 1,712 1,730 8 PM 1,264 1,250 9 PM 934 924 10 PM 902 908 11 PM 632 662

12AM 506 ~ 30,517

SEASONAL FACTOR: .918 MDT: 26,614 AM PEAK %: 7.6 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .95 PM PEAK%: 7.4 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-51

DVRPC - Travel Monitoring DATE: 10/6/99

ROAD: TR 63 WB WOODHAVEN RD FROM: MILLBROOK RD TO: TR 13

COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRISEG/OFF: 006310063/1500 FC: 12 PROJECT: PAP99 COUNT DIR: WEST TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS: STATION ID: 12152 DVRPC FILE #: 8106 COUNTER: 9763 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 10/06/99 10/07/99 10/08/99 10/09/99 10/10/99

1 AM 482 527 2AM 298 340 3AM 221 320 4AM 197 228 5AM 262 306 6AM 812 7AM 2,110 8AM 2,640 2,635 9AM 2,556 2,530 10AM 1,643 1,682 11 AM 1,288 1,246 12 PM 1,565 1,533 1 PM 1,548 1,576 2PM 1,382 1,404 3PM 1,930 1,901 4PM 2,588 2,628 5 PM 2,966 2,926 6 PM 3,156 2,840 7PM 2,498 2,477 8 PM 1,846 1,741 9 PM 1,462 1,384 10 PM 1,266 1,256 11 PM 1,015 1,052

12AM 751 ~ 36,010

SEASONAL FACTOR: .918 MDT: 31,404 AM PEAK %: 7.3 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .95 PM PEAK%: 8.1 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-52 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 7/22/99

ROAD: TR 63 EB FROM: THORNTON RD TO: TR 1 COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRlSEGI0FF: 0063/0050/1000 FC: 12 PROJECT: PAP99 COUNT DIR: EAST TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS: Y STATION ID: 4893 DVRPC FILE #: 110 COUNTER: 9452 WEATHER: F

Hour Thursday Friday Saturday Sunday Monday Tuesday Wednesday Ending 07122199 07123199 07124199 07/25199 07126199 07127199 07128199

1 AM 397 376 595 502 297 312 293

2AM 320 319 398 372 199 260 301 3AM 182 188 267 247 117 126 156 4AM 155 158 193 163 127 138 152 5AM 286 276 194 177 281 294 270 6AM 925 929 418 188 961 1,408 397 7AM 1,859 1,817 746 391 1,857 1,896 1,064 8AM 2,098 2,220 1,065 507 2,067 2,110 2,107

9AM 2,163 2,300 1,499 684 2,007 2,185 2,184 10AM 2,052 2,119 1,607 1,041 1,793 1,952 2,010 11 AM 1,764 2,041 1,890 1,426 1,650 1,799 1,778 12 PM 1,877 2,082 2,128 1,827 1,813 1,818 1,784 1 PM 1,894 2,135 2,277 2,098 1,911 1,892 2,006 2PM 1,964 2,275 2,303 2,094 1,922 1,946 2,009 3PM 2,061 2,286 2,251 2,029 1,976 1,973 2,096 4PM 2,417 2,664 2,211 1,781 2,295 2,473 2,374 5PM 2,730 2,866 2,196 1,780 2,536 2,571 2,736

6PM 2,865 2,869 2,001 1,510 2,584 2,718 2,768 7PM 2,482 2,561 2,001 1,395 2,255 2,459 2,403

8PM 1,995 2,277 1,710 1,390 1,943 1,891 1,846 9PM 1,639 1,836 1,387 1,173 1,298 1,367 1,501

10 PM 1,260 1,413 1,230 1,116 1,087 1,165 1,333

11 PM 955 1,148 1,059 804 800 796 963 12AM ----ID.§ 909 882 492 564 637 680 36,956

SEASONAL FACTOR: 0.895 MDT: 33,076 AM PEAK %: 5.9 HOUR ENDING: 9:00AM PM PEAK %: 7.6 HOUR ENDING: 6:00 PM

Delaware Vallel: Rellional Planninll Commission SeQtember 2000 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-53

DVRPC - Travel Monitoring DATE: 7/22/99

ROAD: TR 63 WB FROM: THORNTON RD TO: TR 1

COUNTY: PHILADELPHIA MCD: 239 - PHILADELPHIA SRiSEG/OFF: 006310051/1000 FC: 12

PROJECT: PAP99 COUNT DIR: WEST TRAFFIC DIR: BOTH SPEED LIMIT: 55 LOOP OR CLASS: Y

STATION ID: 4893 DVRPC FILE #: 111 COUNTER: 9305 WEATHER: F

Hour Thursday Friday Saturday Sunday Monday Tuesday Wednesday Ending 07/22/99 07/23/99 07/24/99 07/25/99 07/26/99 07/27/99 07/28/99

1 AM 448 479 688 860 434 348 485

2AM 291 307 495 553 203 224 249

3AM 230 273 414 404 183 160 202

4AM 166 170 229 260 140 120 150

5AM 237 241 196 164 211 208 211

6AM 633 659 292 202 701 681 448

7AM 1,847 1,713 593 348 1,800 1,818 699

8AM 2,465 2,304 866 522 2,386 2,482 2,440

9AM 2,280 2,155 856 505 2,108 2,288 2,229

10AM 1,540 1,474 1,019 746 1,518 1,539 1,458

11 AM 1,429 1,431 1,218 924 1,404 1,378 1,392

12 PM 1,518 1,502 1,606 1,300 1,536 1,479 1,476

1 PM 1,668 1,667 1,728 1,542 1,695 1,620 1,535

2 PM 1,859 1,873 2,005 1,819 1,783 1,720 1,780

3 PM 1,906 2,023 2,022 1,878 2,027 2,021 2,052

4PM 2,226 2,392 2,120 1,984 2,335 2,258 2,278

5 PM 2,116 2,265 2,220 2,163 2,440 2,419 2,621

6 PM 2,113 2,166 2,070 2,194 2,387 2,381 2,549

7 PM 1,885 2,133 1,864 1,927 2,162 2,087 2,297

8 PM 1,599 1,818 1,787 1,499 1,782 1,782 1,867

9 PM 1,520 1,601 1,584 1,382 1,635 1,620 1,633

10 PM 1,453 1,549 1,641 1,288 1,399 1,428 1,425

11 PM 1,110 1,365 1,413 1,167 1,029 1,181 1,058

12AM ~ 1,030 1,103 700 759 840 816 33,361

SEASONAL FACTOR: 0.895 MDT: 29,858 AM PEAK %: 7.4 HOUR ENDING: 8:00 AM

PM PEAK %: 6.7 HOUR ENDING: 4:00 PM

Delaware Valle~ Resional Plannins Commission SeQtember 2000 A-54 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 3/22/99

ROAD: TR 132 EB STREET RD FROM: FORREST AVE TO: MARION AVE

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 013210312/1500 FC: 14

PROJECT: TPKE COUNT DIR: EAST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION 10: 12584 DVRPC FILE #: 2202 COUNTER: 9488 WEATHER: F

Hour Monday Tuseday Wednesday Thursday Friday Ending 03/22/99 03/23/99 03/24/99 03/25/99 03/26/99

1 AM 164 166 2AM 137 136 3AM 110 109 4AM 146 116 5AM 253 237 6AM 762 767 7 AM 1,511 1,433 8AM 1,613 1,650 9AM 1,253 1,288 10AM 1,109 11 AM 1,087 993 12 PM 1,299 1,064 1 PM 1,369 1,297 2 PM 1,330 1,239 3 PM 1,271 1,254 4 PM 1,241 1,288 5 PM 1,293 1,462 6 PM 1,217 1,267 7 PM 1,143 1,224 8 PM 864 955 9 PM 676 713 10 PM 533 580 11 PM 376 371

12AM 292 ~ 21,055

SEASONAL FACTOR: .985 MDT: 19,868 AM PEAK %: 7.7 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .958 PM PEAK %: 6.9 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-55

DVRPC - Travel Monitoring DATE: 12/1/99

ROAD: TR 132 WB STREET RD FROM: FORREST AVE TO: MARION AVE

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 013210313/2500 FC: 14

PROJECT: TPKE COUNT DIR: WEST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION ID: 12584 DVRPC FILE #: 2203 COUNTER: 9491 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 03/22/99 03/23/99 03/24/99 03/25/99 03/26/99

1 AM 240 226 2AM 105 97 3AM 76 93 4AM 84 100 5AM 140 125 6AM 376 356 7 AM 794 698 8AM 1,049 1,099 9AM 1,033 1,092 10AM 931 11 AM 926 958 12 PM 1,071 1,048 1 PM 1,287 1,284 2 PM 1,123 1,209 3 PM 1,079 1,238 4 PM 1,285 1,307 5 PM 1,385 1,475 6 PM 1,556 1,530 7 PM 1,254 1,348 8 PM 753 849 9 PM 594 574 10 PM 441 497 11 PM 342 406 12AM 259 263 18,814

SEASONAL FACTOR: .985 MDT: 17,753 AM PEAK%: 5.6 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .958 PM PEAK%: 8.1 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-56 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 132 EB STREET RD FROM: KNIGHTS RD TO: TR 513

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 013210292/1000 FC: 14 PROJECT: TPKE COUNT DIR: EAST TRAFFIC OIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS; .

STATION 10: 32704 OVRPC FILE #: 9415 COUNTER: 9957 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 154 142 2AM 82 86 3AM 63 66 4AM 72 66 5AM 138 118 6AM 321 330 7AM 716 734 8AM 1,019 1,094 9AM 926 963 10AM 881 923 11 AM 891 891 12 PM 997 1,062 1 PM 1,135 1,136 2 PM 1,056 1,028 3PM 1,040 1,028 4PM 1,048 1,058 5PM 1,179 1,147 6PM 1,236 1,115 7PM 1,021 1,004 8 PM 782 760 9PM 583 525 10 PM 504 440 11 PM 310 336

12AM 236 ~ 16,146

SEASONAL FACTOR: .932 MDT: 14,416 AM PEAK %: 6.6 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .958 PM PEAK%: 7.1 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-57

DVRPC - Travel Monitoring DATE: 11/1199

ROAD: TR 132 WB STREET RD FROM: KNIGHTS RD TO: TR 513

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 013210293/1000 FC: 14

PROJECT: TPKE COUNT DIR: WEST TRAFFIC OIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION 10: 32704 OVRPC FILE #: 9416 COUNTER: 9956 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 123 126 2AM 82 78 3AM 67 70 4AM 86 80 5AM 112 118 6AM 301 297 7 AM 638 632 8AM 782 805 9AM 910 906 10AM 853 849 11 AM 970 910 12 PM 1,016 1,031 1 PM 1,140 1,072 2PM 1,159 1,108 3PM 1,096 1,116 4PM 1,048 1,097 5PM 1,082 1,112 6PM 1,312 1,272 7PM 1,024 1,012 8PM 745 777 9PM 546 526 10 PM 418 438 11 PM 285 306

12AM 204 ~ 16,015

SEASONAL FACTOR: .932 MDT: 14,299 AM PEAK %: 6.4 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .958 PM PEAK%: 7.9 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-58 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC- Travel Monitoring DATE: 11/1/99

ROAD: TR 132 EB STREET RD FROM: TR 1 TO: KINGSTON WAY

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 013210252/1500 FC: 14 PROJECT: TPKE COUNT DlR: EAST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS: STATION 10: 26141 DVRPC FILE #: 9417 COUNTER: 9958 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 182 186 2AM 101 104 3AM 68 60 4AM 66 66 5AM 123 112 6AM 322 330 7AM 737 744 8AM 1,222 1,303 9AM 1,273 1,282 10AM 1,107 1,078 11 AM 1,008 1,002 12 PM 1,242 1,272 1 PM 1,398 1,345 2PM 1,194 1,129 3PM 1,130 1,164 4PM 1,367 1,375 5PM 1,708 1,726 6PM 1,690 1,694 7 PM 1,411 1,385 8 PM 988 925 9PM 732 747 10 PM 648 636 11 PM 426 409

12AM 316 ~ 20,315

SEASONAL FACTOR: .932 MDT: 18,138 AM PEAK%: 6.3 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .958 PM PEAK%: 8.5 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-59

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 132 WB STREET RD FROM: TR 1 TO: KINGSTON WAY

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 013210253/1500 FC: 14 PROJECT: TPKE COUNT DIR: WEST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS: STATION ID: 26141 DVRPC FILE #: 9418 COUNTER: 9958 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 189 154 2AM 96 99 3AM 70 63 4AM 112 94 5AM 146 140 6AM 492 484 7AM 1,200 1,247 8AM 1,552 1,540 9AM 1,328 1,336 10AM 964 994 11 AM 1,008 994 12 PM 1,048 1,020 1 PM 1,114 1,103 2PM 1,224 1,222 3PM 1,314 1,294 4PM 1,361 1,374 5PM 1,505 1,474 6PM 1,592 1,495 7PM 1,130 1,140 8 PM 876 896 9PM 640 636 10 PM 598 576 11 PM 391 422

12AM 292 ~ 20,108

SEASONAL FACTOR: .932 AADT: 17,954 AM PEAK %: 7.7 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .958 PM PEAK %: 7.4 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-SO Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 3/22/99

ROAD: TR 132 EB STREET RD FROM: TR 1 RAMPS TO: OLD LINCOLN HWY

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 013210242/0500 FC: 14 PROJECT: PAB98 COUNT DIR: EAST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS: STATION ID: 26135 DVRPC FILE #: 2210 COUNTER: 9861 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 03/22/99 03/23/99 03/24/99 03/25/99 03/26/99

1 AM 100 102 2AM 54 74 3AM 35 42 4AM 52 60 5AM 86 92 6AM 296 286 7AM 674 698 8AM 1,086 1,068 9AM 1,011 1,006 10AM 852 874 11 AM 814 827 12 PM 934 921 1 PM 384 988 2 PM 945 944 3PM 896 904 4 PM 1,122 1,132 5PM 1,276 1,315 6PM 1,382 1,373 7PM 934 1,106 8 PM 735 724 9PM 467 520 10 PM 450 432 11 PM 296 298

12AM 205 ~ 15,918

SEASONAL FACTOR: .985 AADT: 15,021 AM PEAK %: 6.8 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .958 PM PEAK %: 8.6 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-61

DVRPC - Travel Monitoring DATE: 3/22/99

ROAD: TR 132 WB STREET RD FROM: TR 1 RAMPS TO: OLD LINCOLN HWY

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 013210243/0500 FC: 14 PROJECT: PAB98 COUNT DIR: WEST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS: STATION ID: 26135 DVRPC FILE #: 2211 COUNTER: 9831 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 03/22/99 03/23/99 03/24/99 03/25/99 03/26/99

1 AM 104 120 2AM 56 56 3AM 48 60 4AM 46 46 5AM 88 82 6AM 224 236 7AM 726 732 8AM 1,098 1,082 9AM 1,153 1,160 10AM 856 924 11 AM 802 812 12 PM 912 857 1 PM 919 930 2PM 964 980 3PM 1,034 1,040 4PM 1,157 1,158 5PM 1,258 1,262 6PM 1,362 1,400 7PM 1,086 1,120 8 PM 803 826 9 PM 550 595 10 PM 434 504 11 PM 316 340

12AM 175 ~ 16,411

SEASONAL FACTOR: .985 MDT: 15,486 AM PEAK%: 7.0 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .958 PM PEAK %: 8.5 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-62 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 3/24/99

ROAD: TR 132 EB STREET RD FROM: READING AVE TO: RAILAVE COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 013210232/2000 FC: 14 PROJECT: PAB98 COUNT DIR: EAST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION 10: 12587 DVRPC FILE #: 2204 COUNTER: 9483 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 03/24/99 03/25/99 03/26/99 03/27/99 03/28/99

1 AM 230 217 2AM 141 134 3AM 120 105 4AM 72 78 5AM 137 165 6AM 514 552 7AM 904 1,036 8AM 1,468 1,325 9AM 1,404 1,427 10AM 1,272 11 AM 1,304 12 PM 1,268 1,339 1 PM 1,488 1,476 2 PM 1,490 1,466 3PM 1,441 1,380 4PM 1,414 1,476 5PM 1,442 1,497 6PM 1,463 1,500 7PM 1,198 1,184 8 PM 1,002 1,023 9PM 791 777 10 PM 596 565 11 PM 344 436

12AM 232 ~ 22,023

SEASONAL FACTOR: .985 MDT: 20,782 AM PEAK %: 6.7 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .958 PM PEAK%: 6.8 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-63

DVRPC - Travel Monitoring DATE: 3/24/99

ROAD: TR 132 WB STREET RD FROM: READING AVE TO: RAIL AVE

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 0132/0233/2000 FC: 14

PROJECT: PAB98 COUNT DIR: WEST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION ID: 12587 DVRPC FILE #: 2205 COUNTER: 9488 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 03/24/99 03/25/99 03/26/99 03/27/99 03/28/99

1 AM 237 249 2AM 160 116 3AM 91 122 4AM 87 93 5AM 166 173 6AM 489 427 7AM 959 949 8AM 1,405 1,356 9AM 1,235 1,259 10 AM 1,278 11 AM 1,312 12 PM 1,375 1,430 1 PM 1,505 1,651 2 PM 1,410 1,482 3 PM 1,429 1,488 4 PM 1,479 1,472 5 PM 1,750 1,780 6 PM 1,798 1,804 7 PM 1,474 1,484 8 PM 1,118 1,143 9 PM 752 881 10 PM 632 742 11 PM 422 497

12 AM 372 ~ 23,676

SEASONAL FACTOR: .985 MDT: 22,341 AM PEAK %: 6.0 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .958 PM PEAK %: 7.6 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-64 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 413 NB NEW RODGERS RD FROM: GROVE AVE TO: TR 95

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRiSEG/OFF: 041310184/0500 FC: 14

PROJECT: TPKE COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS:

STATION 10: 26190 DVRPC FILE #: 9407 COUNTER: 9786 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 120 114 2AM 82 75 3AM 50 77 4AM 53 47 5AM 61 83 6AM 136 170 7 AM 466 496 8AM 660 624 9AM 632 667 10AM 590 619 11 AM 604 604 12 PM 660 720 1 PM 733 722 2 PM 754 719 3PM 782 722 4PM 958 924 5 PM 1,096 1,076 6PM 1,088 1,090 7 PM 767 764 8 PM 598 594 9 PM 447 444 10 PM 375 420 11 PM 303 322

12AM 176 ~ 12,218

SEASONAL FACTOR: .932 MDT: 10,909 AM PEAK %: 5.9 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .958 PM PEAK %: 8.9 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-65

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 413 SB NEW RODGERS RD FROM: GROVE AVE TO: TR95

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 041310185/0500 FC: 14 PROJECT: TPKE COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS: STATION 10: 26190 DVRPC FILE #: 9408 COUNTER: 9950 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 216 201 2AM 121 132 3AM 78 86 4AM 68 81 5AM 48 60 6AM 109 119 7AM 392 418 8AM 828 850 9AM 944 966 10AM 714 770 11 AM 618 697 12 PM 600 579 1 PM 662 657 2 PM 681 672 682 3 PM 668 681 667 4PM 716 700 734 5 PM 734 736 768 6 PM 767 714 787 7PM 776 694 812 8 PM 635 614 725 9 PM 553 406 10 PM 440 368 11 PM 378 352

12AM 322 ~ 11,619

SEASONAL FACTOR: .932 MDT: 10,374 AM PEAK %: 8.1 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .958 PM PEAK%: 6.3 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-SS Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 6/22/98

ROAD: TR 413 NB NEW ROGERS RD FROM: ELMHURSE AVE TO: 195 RAMPS

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 041310060/1000 FC: 14

PROJECT: 60-148 COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION ID: 728 DVRPC FILE #: 2145 COUNTER: WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 06/22/98 06/23/98 06/24/98 06/25/98 06/26/98

1 AM 178 185 2AM 136 154 3AM 132 102 4AM 98 100 5AM 136 145 6AM 298 320 7AM 596 668 8AM 1,002 866 9AM 924 842 10AM 768 736 810 11 AM 737 704 772 12 PM 792 800 846 1 PM 840 832 2 PM 854 796 3PM 842 898 4PM 918 906 5PM 984 944 6PM 1,022 1,030 7PM 894 892 8PM 644 740 9PM 573 594 10 PM 510 570 11 PM 448 417

12AM 335 ~ 14,647

SEASONAL FACTOR: .928 MDT: 13,049 AM PEAK%: 6.8 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .96 PM PEAK %: 7.0 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September, 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-67

DVRPC - Travel Monitoring DATE: 6/22/98

ROAD: TR 413 SB NEW ROGERS RD FROM: ELMHURSE AVE TO: 195 RAMPS

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 0413/0060/1000 FC: 14

PROJECT: 60-148 COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION ID: 728 DVRPC FILE #: 2147 COUNTER: WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 06/22/98 06/23/98 06/24/98 06/25/98 06/26/98

1 AM 180 199 2AM 138 158 3AM 124 130 4AM 118 118 5AM 144 174 6AM 346 340 7 AM 682 694 8AM 870 834 9AM 842 759 10AM 737 740 733 11 AM 784 743 802 12 PM 782 833 787 1 PM 800 732 2 PM 858 811 3PM 800 790 4PM 896 846 5PM 952 987 6PM 890 948 7PM 813 884 8 PM 668 668 9 PM 528 569 10 PM 496 510 11 PM 390 384 12 AM 300 336 14,225

SEASONAL FACTOR: .928 MDT: 12,673 AM PEAK %: 6.1 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .96 PM PEAK %: 6.9 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-58 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 6/22/98

ROAD: TR 413 NB NEW ROGERS RD FROM: I 95 RAMPS TO: FORD RD

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 041310090/1000 FC: 14

PROJECT: 60-149 COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION 10: 26186 DVRPC FILE #: 2148 COUNTER: WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 06/22/98 06/23/98 06/24/98 06/25/98 06/26/98

1 AM 186 204 2AM 118 110 3AM 81 90 4AM 51 74 5AM 83 84 6AM 147 168 7AM 477 412 8AM 658 663 9AM 588 562 10AM 638 647 622 11 AM 597 618 644 12 PM 704 755 760 1 PM 720 726 2 PM 678 673 3 PM 716 764 4PM 890 868 5 PM 990 996 6 PM 1,046 1,097 7 PM 796 809 8 PM 662 696 9 PM 584 580 10 PM 530 548 11 PM 420 444

12AM 330 ~ 12,939

SEASONAL FACTOR: .928 AADT: 11,527 AM PEAK %: 5.8 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .96 PM PEAK %: 8.5 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-69

DVRPC - Travel Monitoring DATE: 6/22/98

ROAD: TR 413 SB NEW ROGERS RD FROM: I 95 RAMPS TO: FORD RD COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 041310090/1000 FC: 14 PROJECT: 60-149 COUNT DIR: SOUTH TRAFFIC DlR: BOTH SPEED LIMIT: 40 LOOP OR CLASS: STATION ID: 26186 DVRPC FILE #: 2143 COUNTER: WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 06/22/98 06/23/98 06/24/98 06/25/98 06/26/98

1 AM 146 162 2AM 110 127 3AM 80 86 4AM 72 71 5AM 126 139 6AM 448 432 7AM 927 908 8AM 1,072 1,080 9AM 951 985 10AM 453 723 731 11 AM 775 753 767 12 PM 749 692 713 1 PM 807 824 2PM 785 797 3PM 804 822 4PM 839 810 5PM 888 842 6PM 1,009 911 7PM 849 890 8 PM 695 675 9PM 607 557 10 PM 533 488 11 PM 402 376

12AM 284 ~ 14,384

SEASONAL FACTOR: .928 MDT: 12,814 AM PEAK%: 7.5 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .96 PM PEAK %: 6.3 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-70 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 5/5/99

ROAD: TR 413 NB PINE ST FROM: HIGHLAND AVE TO: RICHARDSON AVE COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 04131021010500 FC: 14 PROJECT: PAB99 COUNT DIR: NORTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS:

STATION ID: 13734 DVRPC FILE #: 6325 COUNTER: 9163 WEATHER: F .

Hour Wednesday Thursday Friday Saturday Sunday Ending 05/05/99 05/06/99 05/07/99 05/08/99 05/09/99

1 AM 88 92 2AM 35 33 3AM 18 27 4AM 30 28 5AM 39 49 6AM 126 116 7AM 460 473 8AM 665 681 9AM 693 700 10AM 616 597 591 11 AM 503 486 529 12 PM 481 476 470 1 PM 520 518 2 PM 550 560 3PM 672 668 4PM 757 738 5PM 841 827 6PM 855 833 7PM 815 812 8 PM 494 508 9PM 386 402 10 PM 341 357 11 PM 285 297

12AM 208 ~ 10,457

SEASONAL FACTOR: .927 MDT: 9,287 AM PEAK %: 6.6 HOUR ENDING: 9:00 AM AXLE CORR. FACTOR: .958 PM PEAK %: 8.0 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-71

DVRPC - Travel Monitoring DATE: 5/5/99

ROAD: TR 413 SB PINE ST FROM: HIGHLAND AVE TO: RICHARDSON AVE

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 041310211/0500 FC: 14 PROJECT: PAB99 COUNT DIR: SOUTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS: STATION 10: 13734 DVRPC FILE #: 6328 COUNTER: 9171 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 05/05/99 05/06/99 05/07/99 05/08/99 05/09/99

1 AM 58 72 2AM 20 27 3AM 9 14 4AM 21 20 5AM 36 33 6AM 90 99 7AM 319 333 8AM 621 639 9AM 555 572 10AM 480 485 11 AM 509 528 12 PM 560 1 PM 520 504 2 PM 528 512 3PM 612 609 4PM 639 628 5 PM 722 708 6PM 678 655 7PM 591 585 8 PM 470 456 9 PM 412 435 10 PM 354 377 11 PM 219 240

12AM 135 ~ 9,150

SEASONAL FACTOR: .927 MDT: 8,126 AM PEAK %: 6.8 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .958 PM PEAK %: 7.7 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-72 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 513 HULMEVILLE RD FROM: TR 13 TO: CORNWELLS AVE

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 051310010/1500 FC: 16 PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS: STATION ID: 14001 DVRPC FILE #: 9406 COUNTER: 9783 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 54 50 2AM 35 27 3AM 23 20 4AM 16 21 5AM 28 36 6AM 121 119 7AM 350 361 8AM 494 508 9AM 505 512 10AM 487 451 11 AM 457 466 12 PM 509 499 1 PM 503 487 2PM 518 508 3PM 519 526 4PM 523 540 5PM 644 656 6PM 628 622 7PM 575 566 8PM 432 420 9PM 332 315 10 PM 229 239 11 PM 154 180

12AM 107 ~ 8,230

SEASONAL FACTOR: .951 MDT: 7,545 AM PEAK %: 6.1 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .964 PM PEAK %: 8.0 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-73

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR 513 HULMEVILLE RD FROM: BROOKWOOD DR TO: PARK AVE

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 051310050/1000 FC: 16

PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION ID: 14003 DVRPC FILE #: 9419 COUNTER: 9841 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 127 131 2AM 80 76 3AM 66 65 4AM 37 50 5AM 86 84 6AM 314 291 7 AM 774 806 8AM 1,015 1,034 9AM 936 924 10AM 1,033 1,040 11 AM 1,157 1,142 12 PM 1,160 1,192 1 PM 1,228 1,185 2 PM 1,303 1,252 3 PM 1,284 1,300 4PM 1,133 1,233 5 PM 1,342 1,319 6PM 1,444 1,398 7 PM 1,325 1,233 8 PM 1,012 986 9 PM 776 790 10 PM 569 586 11 PM 368 415

12AM 232 ~ 18,755

SEASONAL FACTOR: .951 MDT: 17,194 AM PEAK %: 6.4 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .964 PM PEAK %: 7.5 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-74 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR543 FROM: TR 130 TO: LARDNER ST COUNTY: BURLINGTON MCD: 244 - BURLINGTON CITY SRISEG/OFF: /I FC: 16 PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS: STATION ID: DVRPC FILE #: 9431 COUNTER: 9490 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 62 57 2AM 29 29 3AM 14 27 4AM 19 26 5AM 37 48 6AM 131 123 7AM 351 8AM 624 9AM 695 686 10AM 437 462 11 AM 447 441 12 PM 501 454 1 PM 573 502 2 PM 460 509 3PM 574 562 4 PM 734 673 5PM 776 686 6PM 715 702 7 PM 610 576 8 PM 486 390 9PM 330 278 10 PM 282 240 11 PM 176 167

12AM 98 ~ 8,693

SEASONAL FACTOR: .951 MDT: 7,969 AM PEAK %: 7.9 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .964 PM PEAK%: 8.1 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-75

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR543 FROM: TR660 TO: TR656 COUNTY: BURLINGTON MCD: 254 - FLORENCE TOWNSHIP SRISEG/OFF: II FC: 7 PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS: STATION 10: DVRPC FILE #: 9432 COUNTER: 9486 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 17 26 2AM 7 11 3AM 9 12 4AM 5 3 5AM 14 16 6AM 48 74 7AM 207 8AM 395 338 9AM 323 275 10AM 244 249 11 AM 221 218 12 PM 235 250 1 PM 259 218 2 PM 234 211 3PM 270 317 4 PM 301 308 5PM 314 336 6PM 273 253 7PM 176 168 8 PM 109 97 9PM 54 67 10 PM 59 54 11 PM 55 55

12AM 20 ~ 3,752

SEASONAL FACTOR: .953 MDT: 3,454 AM PEAK %: 9.0 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .966 PM PEAK%: 9.0 HOUR ENDING: 5:00 PM

Delaware VaHey Regional Planning Commission September 2000 A-76 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/3/99

ROAD: TR656 FROM: CEDAR ST TO: OAKST

COUNTY: BURLINGTON MCD: 254 - FLORENCE TOWNSHIP SRISEG/OFF: /I FC: 17

PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION 10: DVRPC FILE #: 9433 COUNTER: 9488 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 11/03/99 11/04/99 11/05/99 11/06/99 11/07/99

1 AM 52 48 2AM 33 35 3AM 24 22 4AM 33 33 5AM 75 58 6AM 116 110 7 AM 354 8AM 867 9AM 562 586 10AM 377 413 11 AM 426 406 12 PM 448 476 1 PM 476 463 2 PM 484 477 3PM 678 681 4 PM 626 674 5 PM 708 744 6 PM 660 699 7 PM 495 534 8 PM 411 426 9 PM 298 314 10 PM 238 244 11 PM 138 137

12AM 82 ~ 8,916

SEASONAL FACTOR: .953 MDT: 8,395 AM PEAK %: 9.7 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .988 PM PEAK %: 8.3 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-77

DVRPC - Travel Monitoring DATE: 11/3/99

ROAD: TR656 FROM: TR 130 TO: HAMILTON AVE

COUNTY: BURLINGTON MCD: 254 - FLORENCE TOWNSHIP SRISEG/OFF: /I FC: 17

PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS:

STATION ID: DVRPC FILE #: 9434 COUNTER: 9485 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 11/03/99 11/04/99 11/05/99 11/06/99 11/07/99

1 AM 100 88 2AM 43 67 3AM 24 32 4AM 43 46 5AM 125 120 6AM 241 244 7 AM 722 8AM 1,283 9AM 844 857 10AM 536 601 11 AM 518 541 12 PM 579 551 1 PM 594 548 2 PM 659 559 3 PM 738 682 4 PM 846 918 5PM 902 1,094 6 PM 1,028 1,052 7 PM 755 914 8 PM 556 645 9 PM 442 470 10 PM 360 387 11 PM 237 264

12AM 162 ~ 12,819

SEASONAL FACTOR: .953 MDT: 12,070 AM PEAK %: 10. HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .988 PM PEAK%: 8.5 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-78 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: TR656 FROM: TR 130 TO: TR660

COUNTY: BURLINGTON MCD: 254 - FLORENCE TOWNSHIP SRISEG/OFF: " FC: 9 PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS: STATION ID: DVRPC FILE #: 9435 COUNTER: 9489 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 89 79 2AM 65 73 3AM 54 80 4AM 91 95 5AM 148 92 6AM 236 199 7 AM 544 8AM 968 931 9AM 774 755 10AM 541 538 11 AM 614 546 12 PM 561 597 1 PM 593 609 2PM 577 502 3PM 655 602 4PM 744 727 5PM 913 780 6PM 845 824 7PM 636 600 8 PM 446 387 9PM 291 275 10 PM 276 234 11 PM 174 131

12AM 115 ~ 10,400

SEASONAL FACTOR: .945 MDT: 9,740 AM PEAK %: 9.0 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .991 PM PEAK %: 7.9 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-79

DVRPC - Travel Monitoring DATE: 11/15/99

ROAD: TR659 FROM: TR 130 TO: ACCESS RD COUNTY: BURLINGTON MCD: 254 - FLORENCE TOWNSHIP SRISEG/OFF: II FC: 19 PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS: . STATION ID: DVRPC FILE #: 9436 COUNTER: 9831 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/15/99 11/16/99 11/17/99 11/18/99 11/19/99

1 AM 92 96 2AM 108 101 3AM 88 108 4AM 147 143 5AM 158 184 6AM 270 7AM 515 8AM 714 682 9AM 626 656 10AM 472 506 11 AM 488 462 12 PM 508 493 1 PM 512 518 2 PM 507 524 3 PM 521 496 4 PM 595 580 5PM 750 798 6PM 781 761 7PM 614 671 8 PM 342 419 9PM 252 298 10 PM 238 247 11 PM 192 182 12AM 110 ---1fQ 9,791

SEASONAL FACTOR: .951 MDT: 9,246 AM PEAK%: 7.0 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .993 PM PEAK%: 8.2 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-80 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/3/99

ROAD: TR659 FROM: TR 130 TO: TR 661 COUNTY: BURLINGTON MCD: 254 - FLORENCE TOWNSHIP SRISEG/OFF: II FC: 9 PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 50 LOOP OR CLASS: STATION ID: DVRPC FILE #: 9437 COUNTER: 9486 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 11/03/99 11/04/99 11/05/99 11/06/99 11/07/99

1 AM 28 26 2AM 6 11 3AM 16 13 4AM 9 7 5AM 27 23 6AM 92 73 7AM 229 8AM 390 405 9AM 271 306 10AM 200 224 11 AM 161 182 12 PM 150 165 1 PM 207 178 2 PM 223 217 3PM 209 187 4 PM 233 271 5PM 330 400 6PM 413 460 7PM 360 329 8 PM 263 259 9PM 186 197 10 PM 173 161 11 PM 56 84

12AM 35 ~ 4,481

SEASONAL FACTOR: .945 MDT: 4,196 AM PEAK %: 9.0 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .991 PM PEAK%: 10.3 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-81

DVRPC - Travel Monitoring DATE: 4/12/99

ROAD: BATH RD FROM: BROOKSIDE DR TO: WOODLAWN DR

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 2049/0010/3000 FC: 17

PROJECT: PAB99 COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS:

STATION 10: 19132 DVRPC FILE #: 6442 COUNTER: 13833 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 04/12/99 04/13/99 04/14/99 04/15/99 04/16/99

1 AM 164 174 2AM 53 74 3AM 53 58 4AM 58 41 5AM 97 110 6AM 327 320 7 AM 849 814 8AM 1,199 1,221 9AM 1,081 1,105 10AM 914 870 11 AM 862 820 12 PM 892 1 PM 1,018 1,076 2 PM 1,036 1,019 3PM 1,130 1,162 4PM 1,298 1,303 5PM 1,590 1,503 6 PM 1,490 1,528 7PM 1,081 1,128 8 PM 891 884 9PM 662 736 10 PM 427 463 11 PM 375 369

12AM 235 ~ 17,988

SEASONAL FACTOR: .959 AADT: 17,043 AM PEAK %: 6.7 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .988 PM PEAK %: 8.5 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-82 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 12/20/99

ROAD: BATH RD FROM: TR 13 TO: FAYETTE RD

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 20291002010000 FC: 16

PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS:

STATION ID: 18728 DVRPC FILE #: 26405 COUNTER: 9956 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 12/20/99 12/21/99 12/22/99 12/23/99 12/24/99

1 AM 149 129 2AM 80 74 3AM 56 70 4AM 49 50 5AM 54 72 6AM 234 203 7 AM 634 598 8AM 984 942 9AM 939 957 10AM 848 884 11 AM 986 924 12 PM 908 986 1 PM 1,033 1,004 2 PM 926 1,012 3 PM 1,022 1,124 4PM 1,132 1,244 5 PM 1,188 1,255 6 PM 1,124 1,174 7 PM 820 855 8 PM 708 716 9 PM 530 550 10 PM 400 488 11 PM 340 334

12AM 238 ~ 15,979

SEASONAL FACTOR: .96 MDT: 14,788 AM PEAK%: 6.2 HOUR ENDING: 11:00 AM AXLE CORR. FACTOR: .964 PM PEAK%: 7.9 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-83

DVRPC - Travel Monitoring DATE: 12/20/99

ROAD: BENSALEM BLVD FROM: TR 13 TO: BRIDGEWATER RD

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 2015/0010/1000 FC: 16

PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS:

STATION ID: 17978 DVRPC FILE #: 26407 COUNTER: 9841 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 12/20/99 12/21/99 12/22/99 12/23/99 12/24/99

1 AM 137 118 2AM 82 80 3AM 49 50 4AM 66 76 5AM 108 117 6AM 336 320 7 AM 798 762 8AM 954 962 9AM 964 974 10 AM 746 786 11 AM 750 719 12 PM 734 715 1 PM 804 757 2 PM 660 780 3 PM 802 861 4 PM 960 984 5 PM 950 1,008 6 PM 921 956 7 PM 732 785 8 PM 571 564 9 PM 476 484 10 PM 353 388 11 PM 266 300

12AM 190 ~ 13,859

SEASONAL FACTOR: .96 AADT: 12,826 AM PEAK %: 7 HOUR ENDING: 76234.38

AXLE CORR. FACTOR: .964 PM PEAK %: 7.3 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-84 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 5/5/99

ROAD: BENSALEM BLVD FROM: GIBSON RD TO: BRIDGE RD

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 201510040/1500 FC: 16

PROJECT: PAB99 COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION 10: 17979 DVRPC FILE #: 6397 COUNTER: 7302 WEATHER: R

Hour Wednesday Thursday Friday Saturday Sunday Ending 05/05/99 05/06/99 05/07/99 05/08/99 05/09/99

1 AM 130 147 2AM 71 78 3AM 50 61 4AM 59 72 5AM 83 81 6AM 277 264 7AM 758 739 8AM 1,100 1,119 9AM 1,094 1,071 1,039 10AM 818 801 869 11 AM 712 703 12 PM 793 781 1 PM 901 914 2 PM 932 957 3 PM 1,019 1,034 4PM 1,216 1,199 5 PM 1,398 1,382 6 PM 1,390 1,378 7 PM 1,235 1,257 8 PM 997 1,010 9 PM 822 843 10 PM 582 604 11 PM 408 431 12AM 247 -----.nQ 17,163

SEASONAL FACTOR: .925 MDT: 15,304 AM PEAK %: 6.4 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .964 PM PEAK %: 8.1 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-85

DVRPC - Travel Monitoring DATE: 4/14/97

ROAD: MILL CREEK RD FROM: VULCAN RD TO: EDGEL Y RD

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: G454/00401 FC: 17

PROJECT: BC-97 COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS:

STATION ID: 28069 DVRPC FILE #: 705 COUNTER: WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 04/14/97 04/15/97 04/16/97 04/17/97 04/18/97

1 AM 120 112 2AM 61 44 3AM 38 35 4AM 46 45 5AM 55 68 6AM 173 183 7 AM 518 469 8AM 644 873 694 9AM 600 626 502 10AM 568 566 454 11 AM 431 451 383 12 PM 461 525 497 1 PM 530 600 486 2 PM 548 530 547 3PM 661 696 586 4PM 745 748 687 5PM 894 895 769 6PM 898 978 836 7 PM 762 792 759 8 PM 608 614 603 9PM 467 529 10 PM 409 397 11 PM 281 249 12AM 216 --1M 11,244

SEASONAL FACTOR: .949 AADT: 10,521 AM PEAK %: 7.8 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .986 PM PEAK %: 8.7 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-86 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: .4/14/97

ROAD: MILL CREEK RD FROM: LEVITTOWN PKWY TO: WILLOWOOD PASS

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: G454/0210/ FC: 17

PROJECT: BC-97 COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS:

STATION ID: 28070 DVRPC FILE #: 747 COUNTER: WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 04/14/97 04/15/97 04/16/97 04/17/97 04/18/97

1 AM 50 99 2AM 46 32 3AM 34 37 4AM 30 30 5AM 47 57 6AM 149 150 7 AM 407 408 8AM 124 705 9AM 510 563 10AM 276 345 11 AM 356 302 12 PM 370 365 1 PM 473 456 2 PM 452 420 3 PM 530 540 4 PM 720 663 5 PM 880 833 6 PM 904 853 7 PM 687 666 8 PM 565 580 9 PM 430 516 10 PM 351 382 11 PM 237 247

12AM 182 ~ 9,385

SEASONAL FACTOR: .949 MDT: 8,782 AM PEAK %: 7.5 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .986 PM PEAK %: 9.1 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-87

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: NEW FALLS RD EB FROM: TR 413 TO: BRISTOL OXFORD VALLEY RD

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 200610040/2000 FC: 16 PROJECT: TPKE COUNT DIR: EAST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION 10: 26250 DVRPC FILE #: 9421 COUNTER: 9948 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 100 113 2AM 80 70 3AM 57 75 4AM 38 38 5AM 115 90 6AM 314 336 7AM 716 736 8AM 931 890 9AM 810 826 10AM 684 748 11 AM 722 636 12 PM 732 722 1 PM 756 786 2 PM 798 749 3 PM 781 774 4PM 848 868 5PM 870 883 6PM 906 880 7PM 758 813 8 PM 615 690 9 PM 580 576 10PM 448 512 11 PM 342 319

12AM 218 ~ 13,359

SEASONAL FACTOR: .951 AADT: 12,247 AM PEAK%: 7.0 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .964 PM PEAK%: 6.6 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-88 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: NEW FALLS RD WB FROM: TR 413 TO: BRISTOL OXFORD VALLEY RD

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 2006/0041/2000 FC: 16

PROJECT: TPKE COUNT DIR: WEST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION 10: 26250 DVRPC FILE #: 9455 COUNTER: 9833 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 167 130 2AM 72 74 3AM 44 54 4AM 36 42 5AM 52 46 6AM 142 152 7 AM 452 498 8AM 688 658 9AM 626 628 10AM 640 652 11 AM 661 578 12 PM 803 709 1 PM 844 800 2 PM 854 880 3 PM 866 816 4PM 1,004 1,018 5 PM 1,193 1,239 6PM 1,217 1,272 7PM 978 990 8 PM 741 743 9PM 652 636 10 PM 514 550 11 PM 378 352

12 AM 230 ~ 13,953

SEASONAL FACTOR: .951 MDT: 12,792 AM PEAK %: 5.8 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .964 PM PEAK %: 9.1 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-89

DVRPC - Travel Monitoring DATE: 11/16/99

ROAD: NEW FALLS RD EB FROM: BRISTOL OXFORD VALLEY RD TO: EDGELY RD

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRiSEGIOFF: 2006/0050/1000 FC: 16

PROJECT: TPKE COUNT DIR: EAST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION 10: 26251 DVRPC FILE #: 9420 COUNTER: 9621 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/16/99 11/17/99 11/18/99 11/19/99 11/20/99

1 AM 82 94 2AM 82 69 3AM 38 42 4AM 35 38 5AM 74 74 6AM 182 166 7 AM 442 443 8AM 645 578 9AM 628 617 10AM 534 11 AM 477 12 PM 540 1 PM 535 538 2 PM 570 608 3 PM 684 668 4 PM 692 734 5 PM 734 755 6PM 694 710 7PM 612 670 8 PM 536 552 9 PM 452 446 10 PM 364 360 11 PM 290 267

12AM 155 ~ 10,219

SEASONAL FACTOR: .951 AADT: 9,368 AM PEAK%: 6.3 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .964 PM PEAK %: 7.4 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-90 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/16/99

ROAD: NEW FALLS RD WB FROM: BRISTOL OXFORD VALLEY RD TO: EDGELY RD

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 2006/0051/1000 FC: 16

PROJECT: TPKE COUNT DIR: WEST TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION 10: 26251 DVRPC FILE #: 9454 COUNTER: 9835 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/16/99 11/17/99 11/18/99 11/19/99 11/20/99

1 AM 138 100 2AM 73 66 3AM 30 38 4AM 26 32 5AM 38 42 6AM 110 109 7AM 342 366 8AM 504 509 9AM 486 469 10AM 466 479 11 AM 452 420 12 PM 522 1 PM 561 532 2 PM 546 590 3PM 623 614 4PM 690 703 5PM 788 767 6 PM 752 807 7PM 689 736 8 PM 530 599 9 PM 480 502 10 PM 380 370 11 PM 298 263

12AM 174 ~ 9,882

SEASONAL FACTOR: .951 MDT: 9,059 AM PEAK %: 5.3 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .964 PM PEAK%: 8.2 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-91

DVRPC - Travel Monitoring DATE: 11/2/99

ROAD: NEW FALLS RD FROM: LEVITTOWN PKWY TO: PENN VALLEY RD

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 200610090/1000 FC: 16 PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS: STATION ID: 17306 DVRPC FILE #: 9422 COUNTER: 9866 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/02/99 11/03/99 11/04/99 11/05/99 11/06/99

1 AM 248 236 2AM 160 141 3AM 74 84 4AM 59 63 5AM 44 44 6AM 83 82 7AM 230 255 8AM 626 619 9AM 846 922 10AM 768 752 11 AM 696 12 PM 594 562 1 PM 652 681 2 PM 750 772 3PM 696 687 4 PM 776 859 5 PM 821 934 6PM 941 980 7PM 950 1,042 8 PM 776 1,040 9PM 590 736 10 PM 480 666 11 PM 428 432

12AM 331 ~ 13,561

SEASONAL FACTOR: .951 MDT: 12,432 AM PEAK%: 6.2 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .964 PM PEAK %: 7.7 HOUR ENDING: 7:00 PM

Delaware Valley Regional Planning Commission September 2000 A-92 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 3/18/97

ROAD: OLD LINCOLN HWY FROM: SOMERTON AVE TO: INTERPLEX DR

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 2037100101 FC: 14 PROJECT: HPMS COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS: STATION ID: 763 DVRPC FILE #: 11 COUNTER: WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 03/18/97 03/19/97 03/20/97 03/21/97 03/22/97

1 AM 110 128 2AM 9 76 3AM 9 47 4AM 42 42 5AM 60 59 6AM 257 242 7 AM 746 765 8AM 1,309 1,327 1,377 9AM 1,519 1,300 1,474 10AM 901 965 938 11 AM 791 727 762 12 PM 891 838 1,064 1 PM 1,038 1,062 1,229 2 PM 1,005 1,067 1,226 3PM 977 964 1,024 4 PM 1,099 1,148 1,092 5PM 1,340 1,299 1,411 6PM 1,513 1,547 1,538 7PM 1,098 1,070 1,088 8 PM 631 711 710 9PM 513 519 10 PM 501 560 11 PM 339 381

12AM 189 ~ 16,973

SEASONAL FACTOR: .976 MDT: 15,920 AM PEAK %: 7.8 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .961 PM PEAK %: 9.1 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-93

DVRPC - Travel Monitoring DATE: 6/23/99

ROAD: OLD LINCOLN HWY FROM: TRAILWOOD DR TO: ROCKHILL DR COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 203710030/2000 FC: 17 PROJECT: PAB99 COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 45 LOOP OR CLASS:

STATION 10: 18946 DVRPC FILE #: 6188 COUNTER: 9490 WEATHER: F

Hour Wednesday Thursday Friday Saturday Sunday Ending 06/23/99 06/24/99 06/25/99 06/26/99 06/27/99

1 AM 129 109 2AM 61 99 3AM 25 52 4AM 38 38 5AM 68 76 6AM 264 272 7AM 756 715 8AM 1,285 1,250 9AM 1,219 1,162 10AM 848 797 11 AM 799 801 12 PM 922 962 1 PM 1,135 1,066 2 PM 1,047 1,109 3 PM 1,003 1,033 4PM 1,097 1,140 5PM 1,284 1,290 6 PM 1,405 1,375 7 PM 1,186 1,157 8 PM 1,000 919 9 PM 798 796 10 PM 760 667 11 PM 425 427

12AM 210 ~ 17,521

SEASONAL FACTOR: .911 MDT: 15,770 AM PEAK %: 7.1 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .988 PM PEAK%: 7.8 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-94 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 12/20/99

ROAD: OXFORD VALLEY RD FROM: MILL CREEK RD TO: MILL RD

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRISEG/OFF: 2029/0050/2000 FC: 16

PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION ID: 18729 DVRPC FILE #: 26406 COUNTER: 9770 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 12/20/99 12/21/99 12/22/99 12/23/99 12/24/99

1 AM 140 142 2AM 65 74 3AM 46 70 4AM 55 44 5AM 58 78 6AM 200 196 7 AM 538 536 8AM 850 798 9AM 749 762 10AM 679 694 11 AM 726 714 12 PM 686 778 1 PM 766 798 2 PM 760 3 PM 807 894 4 PM 950 966 5 PM 1,076 1,148 6PM 1,022 1,059 7 PM 772 852 8 PM 691 742 9 PM 534 570 10 PM 460 524 11 PM 357 362

12AM 251 ~ 13,691

SEASONAL FACTOR: .96 AADT: 12,670 AM PEAK %: 6.2 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .964 PM PEAK %: 8.4 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study A-95

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: OXFORD VALLEY RD FROM: NEWS FALLS RD TO: RED ROSE WAY

COUNTY: BUCKS MCD: 022 - MIDDLETOWN TOWNSHIP SRISEG/OFF: 202910080/1000 FC: 16 PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS: STATION ID: 26258 DVRPC FILE #: 9424 COUNTER: 9785 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 128 114 2AM 72 53 3AM 50 49 4AM 30 34 5AM 59 66 6AM 181 213 7AM 496 532 8AM 811 849 9AM 861 916 10AM 785 808 11 AM 736 758 12 PM 887 786 1 PM 940 882 2 PM 920 3PM 962 988 4PM 1,036 1,024 5PM 1,178 1,214 6PM 1,220 1,112 7PM 1,006 996 8 PM 798 806 9PM 688 678 10 PM 535 520 11 PM 320 314 12AM 194 -----.1.ZQ 14,784

SEASONAL FACTOR: .951 MDT: 13,553 AM PEAK%: 6.0 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .964 PM PEAK%: 8.2 HOUR ENDING: 5:00 PM

Delaware Valley Regional Planning Commission September 2000 A-96 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/8/99

ROAD: ROCKHILL DR EB FROM: TR 1 RAMPS TO: OVERLOOK BLVD

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: LOC FC: 19

PROJECT: TPKE COUNT DIR: EAST TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION 10: DVRPC FILE #: 9426 COUNTER: 9958 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/08/99 11/09/99 11/10/99 11/11/99 11/12/99

1 AM 43 55 2AM 34 18 3AM 8 15 4AM 11 14 5AM 44 37 6AM 171 151 7 AM 571 568 8AM 803 808 9AM 726 10AM 534 11 AM 456 468 12 PM 550 538 1 PM 650 604 2 PM 598 566 3PM 504 502 4PM 670 578 5PM 790 782 6PM 926 911 7PM 691 692 8 PM 388 501 9PM 318 346 10 PM 256 271 11 PM 147 176

12AM 86 ~ 9,959

SEASONAL FACTOR: .951 MDT: 9,405 AM PEAK %: 8.1 HOUR ENDING: 8:00 AM AXLE CORR. FACTOR: .993 PM PEAK %: 9.1 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-97

DVRPC - Travel Monitoring DATE: 11/8/99

ROAD: ROCKHILL DR WB FROM: TR 1 RAMPS TO: OVERLOOK BLVD COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: LOC FC: 19 PROJECT: TPKE COUNT DIR: WEST TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS: STATION 10: DVRPC FILE #: 9453 COUNTER: 9622 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/08/99 11/09/99 11/10/99 11/11/99 11/12/99

1 AM 55 61 2AM 28 27 3AM 17 16 4AM 11 14 5AM 23 21 6AM 50 50 7AM 202 202 8AM 538 510 9AM 568 602 10AM 332 362 11 AM 314 312 12 PM 407 391 1 PM 438 2 PM 553 3PM 592 633 4PM 666 632 5PM 744 744 6PM 723 802 7PM 583 615 8 PM 460 474 9PM 351 370 10 PM 298 318 11 PM 166 154

12AM 98 ~ 8,374

SEASONAL FACTOR: .951 MDT: 7,908 AM PEAK %: 6.8 HOUR ENDING: 9:00AM AXLE CORR. FACTOR: .993 PM PEAK %: 9.6 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 A-98 Pennsylvania Turnpike 11-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11116/99

ROAD: ROCKHILL DR EB FROM: TR 1 RAMPS TO: NESHAMINY MALL ENTRANCE COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: LOC FC: 19 PROJECT: TPKE COUNT DIR: EAST TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS: STATION ID: DVRPC FILE #: 9425 COUNTER: 9839 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/16/99 11/17/99 11/18/99 11/19/99 11/20/99

1 AM 24 24 2AM 10 10 3AM 3 3 4AM 3 7 5AM 16 18 6AM 44 33 7 AM 116 116 8AM 163 9AM 212 10AM 322 11 AM 396 328 12 PM 428 468 1 PM 542 521 2PM 509 462 3PM 428 404 4PM 494 444 5PM 548 522 6PM 577 620 7PM 484 562 8 PM 434 434 9PM 268 248 10 PM 186 177 11 PM 115 100

12AM 40 ~ 6,245

SEASONAL FACTOR: .951 MDT: 5,897 AM PEAK %: 7.5 HOUR ENDING: 12:00 PM AXLE CORR. FACTOR: .993 PM PEAK%: 9.9 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study A-99

DVRPC - Travel Monitoring DATE: 11/16/99

ROAD: ROCKHILL DR WB FROM: TR 1 RAMPS TO: NESHAMINY MALL ENTRANCE

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: LOC FC: 19

PROJECT: TPKE COUNT DIR: WEST TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION ID: DVRPC FILE #: 9452 COUNTER: 9004 WEATHER: F

Hour Tuesday Wednesday Thursday Friday Saturday Ending 11/16/99 11/17/99 11/18/99 11/19/99 11/20/99

1 AM 128 139 2AM 37 40 3AM 44 39 4AM 32 27 5AM 72 67 6AM 227 208 7 AM 744 709 8AM 1,028 9AM 882 10 AM 628 11 AM 632 697 12 PM 780 792 1 PM 954 980 2 PM 1,122 1,114 3 PM 980 1,032 4 PM 1,084 1,050 5 PM 1,055 1,069 6 PM 966 985 7 PM 904 944 8 PM 884 931 9 PM 712 764 10 PM 676 659 11 PM 384 344

12 AM 168 ~ 15,365

SEASONAL FACTOR: .951 MDT: 14,510 AM PEAK%: 6.7 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .993 PM PEAK %: 7.3 HOUR ENDING: 2:00 PM

Delaware Valley Regional Planning Commission September 2000 A-100 Pennsylvania Turnpike /1-95 Proposed Interchange Traffic Study

DVRPC - Travel Monitoring DATE: 11/1/99

ROAD: STATE RD FROM: TR 132 TO: WINKS LA

COUNTY: BUCKS MCD: 002 - BENSALEM TOWNSHIP SRISEG/OFF: 200210080/1000 FC: 16

PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 40 LOOP OR CLASS:

STATION ID: 25220 DVRPC FILE #: 9427 COUNTER: 9870 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 118 125 2AM 78 74 3AM 71 54 4AM 94 78 5AM 161 144 6AM 389 355 7AM 836 863 8AM 1,126 1,148 9AM 1,116 1,046 10AM 718 713 698 11 AM 682 688 12 PM 724 738 1 PM 828 854 2PM 843 849 3PM 923 938 4PM 1,061 1,076 5PM 1,171 1,214 6PM 1,354 1,331 7PM 639 654 8PM 432 412 9PM 300 305 10 PM 244 248 11 PM 161 179

12AM 174 ~ 14,366

SEASONAL FACTOR: .951 AADT: 13,170 AM PEAK %: 7.8 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .964 PM PEAK %:" 9.3 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000 Pennsylvania Turnpike / 1-95 Proposed Interchange Traffic Study A-101

DVRPC - Travel Monitoring DATE: 1111199

ROAD: STATE RD FROM: TR413 TO: RIVERRD

COUNTY: BUCKS MCD: 005 - BRISTOL TOWNSHIP SRiSEG/OFF: 2002/0110/1000 FC: 16

PROJECT: TPKE COUNT DIR: BOTH TRAFFIC DIR: BOTH SPEED LIMIT: 35 LOOP OR CLASS:

STATION ID: 16955 DVRPC FILE #: 9428 COUNTER: 9955 WEATHER: F

Hour Monday Tuesday Wednesday Thursday Friday Ending 11/01/99 11/02/99 11/03/99 11/04/99 11/05/99

1 AM 105 100 2AM 62 64 3AM 68 54 4AM 74 70 5AM 168 162 6AM 391 382 7 AM 901 962 8AM 1,181 1,202 9AM 986 943 10AM 682 704 640 11 AM 626 658 12 PM 709 750 1 PM 849 852 2 PM 835 856 3 PM 892 902 4 PM 1,079 1,084 5PM 1,288 1,292 6 PM 1,340 1,371 7PM 775 765 8 PM 482 490 9PM 391 367 10 PM 325 320 11 PM 254 268

12AM 191 ~ 14,773

SEASONAL FACTOR: .951 MDT: 13,543 AM PEAK %: 8.0 HOUR ENDING: 8:00AM AXLE CORR. FACTOR: .964 PM PEAK %: 9.3 HOUR ENDING: 6:00 PM

Delaware Valley Regional Planning Commission September 2000

Pennsylvania Turnpike / I-95 Proposed Interchange Traffic Study

Publication No.: 01008

Date Published: January 2001

Geographic Area Covered: The study area includes the following municipalities in Bucks County; Bensalem, Bristol, Lower Makefield and Middletown townships, Hulmeville, Langhorne, Langhorne Manor, Penndel and Tullytown Boroughs: in Philadelphia; the far Northeast.

Key Words: I-95, Pennsylvania Turnpike, existing and future traffic volumes, proposed development activity, highway assignment model, trip origins / destinations.

ABSTRACT This report presents 2005 and 2025 No-build and Build Alternative traffic forecasts for the proposed PA Turnpike / I-95 interchange in Bristol Township, Bucks County. In addition, current and forecasted traffic estimates are included for existing highway facilities within the study area. These forecasts were prepared at the request of the Pennsylvania Turnpike Commission and their consultant KCI Technologies, which is conducting feasibility studies for the proposed interchange.

Delaware Valley Regional Planning Commission 8th Floor - The Bourse Building 111 South Independence Mall East Philadelphia, PA 19106-2582

Phone: 215-592-1800 Fax: 215-592-9125 Internet: www.dvrpc.org

Staff contact: Scott Brady Direct phone: 215-238-2814 E-mail: [email protected]