2016 traffic engineering report - drjtbc€¦ · the first phase of the interchange project...

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2016 TRAFFIC ENGINEERING REPORT Year 2017 Toll Bridge Traffic Volume And Revenue Projections Retainer Agreement C-686A Submitted to: Delaware River Joint Toll Bridge Delaware River Joint Toll Bridge Delaware River Joint Toll Bridge Delaware River Joint Toll Bridge Commission Commission Commission Commission New Hope Headquarters and Administration Building 2492 River Road, New Hope, PA 18938-9519 May 17, 2017 Debra A. Ferraro, P.E. Debra A. Ferraro, P.E. Debra A. Ferraro, P.E. Debra A. Ferraro, P.E. Pennsylvania Professional Engineer License No.: PE048404E James P. Markham, P.E. James P. Markham, P.E. James P. Markham, P.E. James P. Markham, P.E. Pennsylvania Professional Engineer License No.: PE061283 New Jersey Professional Engineer License No.: 24GE04272800

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Page 1: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

2016 TRAFFIC ENGINEERING REPORT

Year 2017 Toll Bridge Traffic Volume And Revenue Projections

Retainer Agreement C-686A

Submitted to:

Delaware River Joint Toll Bridge Delaware River Joint Toll Bridge Delaware River Joint Toll Bridge Delaware River Joint Toll Bridge CommissionCommissionCommissionCommission

New Hope Headquarters and Administration Building

2492 River Road, New Hope, PA 18938-9519

May 17, 2017

Debra A. Ferraro, P.E.Debra A. Ferraro, P.E.Debra A. Ferraro, P.E.Debra A. Ferraro, P.E.

Pennsylvania Professional Engineer License No.: PE048404E

James P. Markham, P.E.James P. Markham, P.E.James P. Markham, P.E.James P. Markham, P.E.

Pennsylvania Professional Engineer License No.: PE061283

New Jersey Professional Engineer License No.: 24GE04272800

Page 2: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

TABLE OF CONTENTS

EXECUTIVE SUMMARY ............................................................................ 1

INTRODUCTION ....................................................................................... 2

METHODOLOGY ...................................................................................... 3

YEAR 2017 DEVELOPMENT PROJECTS ..................................................... 3

RECENT ROADWAY CONSTRUCTION PROJECTS ........................................ 3

HISTORICAL TRAFFIC VOLUMES ............................................................... 7

YEAR 2017 TRAFFIC VOLUME & TOLL REVENUE PROJECTIONS ................. 11

Page 3: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

LIST OF TABLES

TABLE 1: 2011 TOLL SUPPORTED BRIDGE VOLUMES ............................ 14

TABLE 2: 2012 TOLL SUPPORTED BRIDGE VOLUMES ............................ 15

TABLE 3: 2013 TOLL SUPPORTED BRIDGE VOLUMES ............................ 16

TABLE 4: 2014 TOLL SUPPORTED BRIDGE VOLUMES ............................ 17

TABLE 5: 2015 TOLL SUPPORTED BRIDGE VOLUMES ............................ 18

TABLE 6: 2016 TOLL SUPPORTED BRIDGE VOLUMES ............................ 19

TABLE 7: 2011 UNADJUSTED TOLL BRIDGE VOLUMES .......................... 20

TABLE 8: 2012 UNADJUSTED TOLL BRIDGE VOLUMES .......................... 21

TABLE 9: 2013 UNADJUSTED TOLL BRIDGE VOLUMES .......................... 22

TABLE 10: 2014 UNADJUSTED TOLL BRIDGE VOLUMES .......................... 23

TABLE 11: 2015 UNADJUSTED TOLL BRIDGE VOLUMES .......................... 24

TABLE 12: 2016 UNADJUSTED TOLL BRIDGE VOLUMES .......................... 25

TABLE 13: TRENTON-MORRISVILLE TOLL BRIDGE VOLUME

AND REVENUE PROJECTIONS ............................................ 26

TABLE 14: NEW HOPE-LAMBERTVILLE TOLL BRIDGE VOLUME AND

REVENUE PROJECTIONS .................................................. 29

TABLE 15: INTERSTATE 78 TOLL BRIDGE VOLUME AND REVENUE

PROJECTIONS ................................................................. 32

TABLE 16: EASTON-PHILLIPSBURG TOLL BRIDGE VOLUME AND

REVENUE PROJECTIONS .................................................. 35

TABLE 17: PORTLAND-COLUMBIA TOLL BRIDGE VOLUME AND

REVENUE PROJECTIONS .................................................. 38

TABLE 18: DELAWARE WATER GAP TOLL BRIDGE VOLUME AND

REVENUE PROJECTIONS .................................................. 41

TABLE 19: MILFORD-MONTAGUE TOLL BRIDGE VOLUME AND

REVENUE PROJECTIONS .................................................. 44

TABLE 20: VOLUME AND REVENUE COMPARISON – 2015 TO 2016 ........... 47

TABLE 21: ACTUAL REVENUE AND EXPENDITURES FOR 2016................... 48

TABLE 22: PROJECTED REVENUE AND EXPENDITURES FOR 2017 ............ 49

TABLE 23: PROJECTED VS. ACTUAL REVENUE AND EXPENDITURES ......... 50

Page 4: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

LIST OF FIGURES

FIGURE 10: WESTBOUND BRIDGE VOLUMES ........................................ 8

FIGURE 11: WESTBOUND TOLL BRIDGE VOLUMES ................................ 9

FIGURE 12: WESTBOUND TOLL BRIDGE TRUCK VOLUMES ..................... 10

FIGURE 13A: TRENTON-MORRISVILLE TOLL VEHICLES ........................... 27

FIGURE 13B: TRENTON-MORRISVILLE TOLL TRUCKS .............................. 28

FIGURE 14A: NEW HOPE-LAMBERTVILLE TOLL VEHICLES ....................... 30

FIGURE 14B: NEW HOPE-LAMBERTVILLE TOLL TRUCKS ......................... 31

FIGURE 15A: INTERSTATE 78 TOLL VEHICLES ........................................ 33

FIGURE 15B: INTERSTATE 78 TOLL TRUCKS .......................................... 34

FIGURE 16A: EASTON-PHILLIPSBURG TOLL VEHICLES............................ 36

FIGURE 16B: EASTON-PHILLIPSBURG TOLL TRUCKS .............................. 37

FIGURE 17A: PORTLAND-COLUMBIA TOLL VEHICLES ............................. 39

FIGURE 17B: PORTLAND-COLUMBIA TOLL TRUCKS ................................ 40

FIGURE 18A: DELAWARE WATER GAP (I-80) TOLL VEHICLES ................. 42

FIGURE 18B: DELAWARE WATER GAP (I-80) TOLL TRUCKS ................... 43

FIGURE 19A: MILFORD-MONTAGUE TOLL VEHICLES ............................... 45

FIGURE 19B: MILFORD-MONTAGUE TOLL TRUCKS ................................. 46

Page 5: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

EXECUTIVE SUMMARY

Pennoni Associates Inc. (Pennoni) has been retained by the Delaware River Joint Toll Bridge Commission (Commission) to determine if the projected year 2017 revenues will be sufficient to satisfy the conditions of the Commission’s Current Bond Indenture, which requires under Section 501(a) the following:

Section 501(a) of the Commission’s Bond Indenture states “The Commission covenants that at all times it will establish and maintain a schedule of tolls for vehicular traffic over the system, and will collect tolls, so that the Net Revenues in each fiscal year will at all times be at least sufficient to provide funds in an amount not less than (1) the greater of: (i) one hundred thirty percent (130%) of the Annual Debt Service for such fiscal year on account of all Applicable Long-Term Indebtedness then outstanding under the provisions of this Indenture, or (ii) one hundred percent (100%) of the Maximum Annual Debt Service on all Applicable Long-Term Indebtedness, plus (A) the amount of required transfers from the Revenue Fund to the credit of the Reserve Maintenance Fund pursuant to the Annual Capital Budget, and (B) an amount sufficient to restore any deficiency in the Debt Service Reserve Fund within an eighteen (18) month period; plus (2) the amount of any Short-Term Indebtedness outstanding pursuant to Section 703(a)(2); plus (3) the amount of Net Revenues in excess of the sum of the amounts set forth in clauses (1) and (2), together with Other Revenues pledged to the payment of Subordinated Indebtedness, shall be sufficient to pay the Annual Debt Service for any Subordinated Indebtedness.”

The Commission has adopted a resolution to maintain a minimum Debt Service Coverage Ratio of 1.50. Anticipated revenues for 2017 were calculated by applying the current toll structure to the projected 2017 volumes for each vehicle type on the seven (7) toll bridges under the jurisdiction of the Commission. Table 22 lists the projected revenues and expenditures for the year 2017. The sum of year 2017 projected toll bridge revenues is $134,546,038.85, the Net Revenue is $73,805,219.85, and the Annual Debt Service is $36,145,281.00. Comparing the Net Revenue to the Annual Debt Service, the Net Revenue is 204% of the Annual Debt Service (Debt Service Coverage Ratio of 2.04), which satisfies the requirements of the Commission’s Bond Indenture Section 501(a)(1).

1

Page 6: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

INTRODUCTION

Pennoni Associates Inc. (Pennoni) has been retained by the Delaware River Joint Toll Bridge Commission (Commission) to project traffic volumes by vehicle type on the seven (7) toll bridges for the year 2017. The seven (7) toll bridges and 13 toll supported bridges under the jurisdiction of the Commission are listed below from south to north.

TOLL BRIDGESTOLL BRIDGESTOLL BRIDGESTOLL BRIDGES TOLLTOLLTOLLTOLL SUPPORTED BRIDGESSUPPORTED BRIDGESSUPPORTED BRIDGESSUPPORTED BRIDGES

DISTRICT ONEDISTRICT ONEDISTRICT ONEDISTRICT ONE

Trenton-Morrisville (U.S. Route 1)

New Hope-Lambertville (U.S. Route 202)

Lower Trenton

Calhoun Street

Scudder Falls (Interstate 95)

Washington Crossing

New Hope-Lambertville (Route 179)

Centre Bridge-Stockton

Lumberville–Raven Rock (Pedestrian Only)

DISTRICT TWO DISTRICT TWO DISTRICT TWO DISTRICT TWO

Interstate 78

Easton-Phillipsburg (U.S. Route 22)

Uhlerstown-Frenchtown

Upper Black Eddy-Milford

Riegelsville

Northampton Street

Riverton-Belvidere

DISTRICT THREEDISTRICT THREEDISTRICT THREEDISTRICT THREE

Portland-Columbia

Delaware Water Gap (Interstate 80)

Milford-Montague

Portland-Columbia (Pedestrian Only)

The purpose of the study is to determine if the year 2017 projected toll revenues will be sufficient to satisfy the conditions of the Commission’s current Bond Indenture, which requires under Section 501(a) the following:

Section 501(a) of the Commission’s Bond Indenture states “The Commission covenants that at all times it will establish and maintain a schedule of tolls for vehicular traffic over the system, and will collect tolls, so that the Net Revenues in each fiscal year will at all times be at least sufficient to provide funds in an amount not less than (1) the greater of: (i) one hundred thirty percent (130%) of the Annual Debt Service for such fiscal year on account of all Applicable Long-Term Indebtedness then outstanding under the provisions of this Indenture, or (ii) one hundred percent (100%) of the Maximum Annual Debt Service on all Applicable Long-Term Indebtedness, plus (A) the amount of required transfers from the Revenue Fund to the credit of the Reserve Maintenance Fund pursuant to the Annual Capital Budget, and (B) an amount sufficient to restore any deficiency in the Debt Service Reserve fund within an eighteen (18) month period; plus (2) the amount of any Short-Term Indebtedness outstanding pursuant to Section 703(a)(2); plus (3) the amount of Net Revenues in excess of the sum of the amounts set forth in clauses (1) and (2), together with Other Revenues pledged to the payment of Subordinated Indebtedness, shall be sufficient to pay the Annual Debt Service for any

2

Page 7: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

subordinated indebtedness.”

The year 2017 projected Net Revenue is 204% of the Annual Debt Service (Debt Service Coverage Ratio of 2.04), which satisfies the requirements of the Commission’s Bond Indenture Section 501(a)(1).

METHODOLOGY

To project traffic volumes on the toll bridges for the year 2017, the following were considered: new development projects that could add traffic to the toll bridges, roadway construction projects that could divert motorists from their regular routes, and general background growth based on historic traffic volume data crossing the bridges.

YEAR 2017 DEVELOPMENT PROJECTS

County planning/engineering offices for the eight (8) counties along the Delaware River within the study area (Bucks, Northampton, Monroe, and Pike counties in Pennsylvania and Mercer, Hunterdon, Sussex, and Warren counties in New Jersey) were contacted to request information regarding any large developments that could have a major effect on toll bridge volumes during the year 2017. While several development projects are underway, only a few major projects are expected to open/expand/contract during the 2017 calendar year. For informational purposes, we have discussed major projects which may reach full build-out in the distant future but will likely not contribute any traffic during the year 2017.

District 1 (Trenton-Morrisville, New Hope-Lambertville)

No major developments are proposed in Bucks County, Pennsylvania and Mercer County, New Jersey for 2017. There is a proposed 339 unit residential complex in Hunterdon County, New Jersey that would be constructed approximately 8.5 miles from the New Hope-Lambertville Bridge. Bristol Myers Squibb has announced plans to close their 433 Acre campus in Hopewell Township and expand their Lawrence Township campus by 2020 but no changes are expected in 2017.

District 2 (I-78, Easton-Phillipsburg)

No major developments are proposed in Northampton County, Pennsylvania and Northern Hunterdon and Warren Counties in New Jersey in 2017.

District 3 (Delaware Water Gap, Milford-Montague, Portland-Columbia)

No major developments are proposed in Monroe and Pike Counties in Pennsylvania and Northern Warren and Sussex Counties in New Jersey in 2017.

RECENT ROADWAY CONSTRUCTION PROJECTS

Pennoni coordinated with the Commission, County planning/engineering offices, and the Departments of Transportation to identify significant roadway construction projects near the bridges. In addition, the Pennsylvania Department of Transportation (PennDOT) Transportation Improvement Program (TIP) and New Jersey TIP were also reviewed. Our findings are as follows:

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Page 8: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

2016 Roadway Construction Projects

� Multi-phased construction began in late 2010 on a new PA Turnpike (I-276) and I-95 Interchange in Bristol. The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014, seven contracts have been completed. Section B1 (mainline toll plaza in Bensalem) started in 2013 and is expected to continue through 2017. Section D10/E (Turnpike/I-95 Interchange/East Turnpike widening to Delaware River Bridge) started in 2014 and will continue through 2017. These sections are not anticipated to involve significant changes to traffic patterns and therefore, no adjustments were applied to the 2016 traffic volumes.

� Route 412 was widened from I-78 north to the Sands Casino to ease congestion and aid access. The project was started in 2012 and completed in fall 2016. This project did not significantly alter traffic volumes on the toll bridges. As such, no adjustments have been applied to projected 2016 traffic volumes.

� In Monroe County, I-80 Roadway Improvements were constructed between Eastburg and

Bartonsville. This project was completed in 2016 and included the addition of 2 lanes, which result in a total of 3 travel lanes in each direction throughout the roadway segment. The project had been in construction since 2013 and no significant diversions were identified. As such, no adjustments have been applied to the 2016 traffic volumes as a result of this project.

� Improvements to the Milford-Matamoras section of I-84 finished in the spring of 2016. Work requiring long-term closures and affecting the I-84 Bridge over the Delaware River was completed in 2015. The remaining work on I-84 took place from mile marker 34 to mile marker 40 and did affect traffic volumes over the nearby toll bridge. As such, no adjustments have been applied to 2016 traffic volumes.

� The project to repair/rehabilitate the Commission’s approach roadways for the Centre

Bridge-Stockton Toll Supported Bridge was completed in 2016. The work did not result in a diversion of traffic to a toll bridge. Therefore, no adjustments have been applied to the 2016 traffic volumes.

� A project to conduct critical member strengthening for Riverton-Belvidere Toll Supported

Bridge was completed in late 2016. Since traffic volumes on this bridge are low and there isn’t a near-by toll bridge to handle potential diverted traffic, no adjustments have been applied to the 2016 traffic volumes.

� A project to conduct priority repairs on the Washington Crossing Toll Supported Bridge was

completed in 2016. Since traffic volumes on this bridge are low and there is no near-by toll bridge to handle diverted traffic, no adjustments have been applied to the 2016 traffic volumes.

� The project to replace the approach slab of the I-78 Toll Bridge started in 2016 and will be

completed in 2017. It is anticipated that the project will be completed utilizing staged construction and single lane closures during off-peak hours. As such, significant diversions are not anticipated and no adjustment has been applied to the 2016 traffic volumes.

� A project to replace the three attenuators on the I-78 Toll Bridge was completed in 2016.

The project was completed utilizing staged construction and single lane closures during off-

4

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peak hours. As such, significant diversions were not anticipated and no adjustments have been applied to the 2016 traffic volumes.

� PennDOT began work on the RT 611 Bridge just north of Commission property in Easton, PA in April 2015. During construction, the RT 611 Bridge was reduced to half width with alternating traffic. This bridge replacement was completed by August 2016. This project did not significantly alter traffic volumes on the toll bridges. Therefore, no adjustments have been applied to 2016 traffic volumes for this project.

� In Bucks County, Route 13 underwent surface enhancements in Bensalem and Bristol

Townships. This project was completed in 2016. This project did not significantly alter traffic volumes on the toll bridges. As such, no adjustments have been applied to 2016 traffic volumes for this project.

� Pennsylvania Route 611 is undergoing construction in Bucks County at the bridge over

Cooks Creek in Durham Township. The bridge replacement is estimated to be completed in December 2017. This project did not significantly alter traffic patterns on the toll bridges. As such, no adjustments have been applied to 2016 traffic volumes for this project.

� Electronic toll collection system replacement started in December 2016 and is anticipated to

be completed in May 2017. This project will require the closing of single toll plaza lanes which are anticipated to have minimal impacts to toll plaza capacity. Therefore no adjustments have been applied to 2016 traffic volumes for this project.

2016 Travel Alerts � Several road closures were implemented in Trenton on Saturday, October 29, 2016 for a

half-marathon. All access roads for the Lower Trenton Toll Supported Bridge and the Calhoun Street Bridge were closed between 7 am and 12:30 pm. It is estimated that 3,737 passenger cars were diverted to the Trenton-Morrisville Toll Bridge during this closure.

2017 Roadway Construction Projects

� Multi-phased construction began in late 2010 on a new PA Turnpike (I-276) and I-95

Interchange in Bristol. The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014, seven contracts have been completed. Section B1 (mainline toll plaza in Bensalem) started in 2013 and is expected to continue through 2017. These sections do not result in significant changes to traffic patterns in 2017 and therefore, no adjustments were applied to the projected 2017 traffic volumes.

� S.R. 2001 is undergoing a full reconstruction between the unincorporated communities of Bushkill, in southern Pike County and Dingmans Ferry, near the privately owned and tolled Dingmans Ferry Bridge. The reconstruction of 13.6 miles of roadway will take place through 2020. No traffic is expected to be diverted from the Delaware Water Gap or the Milford-Montague Toll Bridges and therefore, no adjustments were applied to projected 2017 traffic volumes.

� Pennsylvania Route 611 is undergoing construction in Bucks County at the bridge over

Cooks Creek in Durham Township. The bridge replacement is estimated to be completed in December 2017. This project is not expected to significantly alter traffic volumes on the toll bridges. As such, no adjustments have been applied to 2016 traffic volumes for this project.

5

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� Electronic toll collection system replacement started in December 2016 and is anticipated to

be completed in May 2017. This project required the closing of single toll plaza lanes and had minimal impacts to toll plaza capacity. Therefore no adjustments have been applied to 2017 traffic volumes for this project.

� The project to replace the approach slab of the I-78 Toll Bridge started in 2016 and will not

be completed until 2017. It is anticipated that the project will be completed utilizing staged construction and single lane closures during off-peak hours. As such, significant diversions are not anticipated and no adjustment has been applied to the proposed 2017 traffic volumes.

� The “Trenton Makes” sign on the Lower Trenton Toll Supported Bridge is scheduled to be

replaced in 2017. It is anticipated that the project will be completed utilizing staged construction and vehicular capacity on the bridge will be maintained. As such, no significant diversions are anticipated and no adjustment has been applied to the proposed 2017 traffic volumes.

� Signal upgrades are scheduled for the approach traffic signals at the Lower Trenton Toll

Supported Bridge in 2017. It is anticipated that the project will be completed utilizing staged construction and intersection operation will be maintained. As such, no significant diversions are anticipated and no adjustment has been applied to the proposed 2017 traffic volumes.

� Multi-phased construction on the replacement of the Scudders Falls Toll Supported Bridge is

scheduled to begin in 2017. The land-based construction activities are scheduled to begin in May 2017 and in-water work is anticipated to begin in July 2017. Construction is anticipated to maintain 2 lanes of traffic in each direction and is not anticipated to result in a significant diversion of traffic in 2017. Therefore, no adjustments were applied to the projected 2017 traffic volumes.

6

Page 11: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

HISTORICAL TRAFFIC VOLUMES

The Commission provided historical traffic volume information for the eleven (11) vehicular toll supported bridges and the seven (7) toll bridges. For the purpose of this study, volumes and toll revenue data from the years 2011 to 2016 were used. Monthly traffic volume data for the toll supported bridges is summarized from 2011 to 2016 in Tables 1 through 6. Where volume data was not available, traffic volumes were estimated and are shown in red. No vehicle classification data was provided, but most toll supported bridges (with the exception on the Scudder Falls Bridge and the Upper Black Eddy-Milford Bridge) have weight restrictions prohibiting large trucks. The Scudder Falls Toll Supported Bridge carries over 21 million vehicles per year, which converts to an average annual daily traffic volume (AADT) of approximately 57,500 vehicles. Volumes on the Scudder Falls Bridge have remained relatively constant for several years. The Lower Trenton, Calhoun Street, New Hope-Lambertville and Northampton Street Toll Supported Bridges each carry between 4.9 and 7.3 million vehicles per year. The remaining toll supported bridges generally carry from 1.2 to 2.7 million vehicles per year. At the toll supported bridges, there are minor fluctuations in volumes from year to year. The 2016 total volume on toll supported bridges decreased 0.11% but the number of vehicles using the toll supported bridges has increased by 2.14% over the past six years. The average rate of change for the last six (6) years at the individual toll supported bridges ranges from -3.4% per year to +4.3% per year. Reviewing information from the seven (7) toll bridges under the jurisdiction of the Commission during 2016, we found that the Interstate 78 and Delaware Water Gap (Interstate 80) Toll Bridges carry the largest traffic volumes (12.3 and 9.8 million toll paying westbound vehicles per year, respectively). Trenton-Morrisville (US Route 1) and Easton-Phillipsburg carry 9.2 and 5.2 million toll paying (westbound) vehicles per year, respectively. The remaining three (3) toll bridges carry between 1.3 million and 2.0 million toll paying (westbound) vehicles per year. Traffic volume data for the toll bridges is summarized from 2011 to 2016 by vehicular class in Tables 7 through 12. Traffic volume data for the toll bridges and toll-supported bridges (westbound direction) is graphically summarized on Figure 10 for last seven (7) years. Passenger vehicles represent approximately 86 percent of the westbound toll vehicles on the seven (7) toll bridges during 2016. Five (5) axle tractor-trailers continue to be the most common truck type, representing approximately 9 percent of vehicles crossing toll bridges during 2016. Two (2) axle trucks represent the next largest portion of trucks at 2 percent. The auto volume percentages remained relatively consistent for the past four years and rose by approximately 942,000 in 2016. Traffic volume data for passenger vehicles and trucks is graphically summarized on Figures 11 and 12 respectively for the last seven (7) years.

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10

Page 15: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

YEAR 2017 TRAFFIC VOLUME AND TOLL REVENUE PROJECTIONS

To develop updated traffic projections, adjustments were applied to the raw 2016 traffic data to account for significant decreases or increases in toll volumes attributable to the construction projects (as described above) and events that occurred in 2016. Snow Events: From January to March, 2016 there were eight (8) separate snow events in which snowfall ranged from less than 1 inch to as much as 11 inches. Districts 1 and 2 (Trenton-Morrisville Bridge, New Hope-Lambertville Bridge, Interstate 78 Bridge, and Easton-Phillipsburg Bridge) experienced the most severe snow events. The snow events were identified from information obtained from the National Weather Service. The 2016 snow adjustment factors were calculated using comparable 2016 daily traffic on affected bridges during non-snow events and calibrated based on the average snow adjustments from the previous 5 years. It is estimated that the seven (7) toll bridges experienced a loss of approximately 158,318 toll vehicles due to various snow events in 2016. Half Marathon (October 29th, 2016): Trenton-Morrisville Toll Bridge gained an estimated 3,737 westbound passenger cars from the Lower Trenton Toll Supported Bridge during road closures implemented for a half-marathon on October 29th, 2016. Leap Year: The year 2016 was a leap year. The 2016 traffic volumes were adjusted to reflect February data without this additional day. An estimated total of 99,930 additional vehicles were observed on all toll bridges as a result of the additional day in February. The following table summarizes changes in toll traffic due to the snow events, half marathon, and leap year in 2016:

District/Bridge

2016 Westbound

Toll Volumes

Snow Events Oct. Half

Marathon

Leap Year Adjustment

Total

Gain/Loss %

1 Trenton-Morrisville 9,002,450 35,374 (3,737) (22,978) 8,659 0.10

1 New Hope-Lambertville

1,963,051 10,070 0 (4,742) 5,328 0.27

2 Interstate 78 12,039,790 36,380 0 (28,661) 7,719 0.60

2 Easton-

Phillipsburg 5,415,710 32,898 0 (13,932) 18,966 0.35

3 Portland-Columbia 1,280,854 3,794 0 (3,053) 740 0.06

3 Delaware Water

Gap (I-80) 9,790,584 34,832 0 (23,455) 11,377 0.12

3 Milford-Montague 1,340,787 4,970 0 (3,109) 1,861 0.14

Total 40,833,226 158,318 (3,737) (99,930) 54,650 0.13

Tables 13 through 19 summarize 2017 volume and revenue projections for the seven (7) toll bridges. Eight-year toll volume growth trends at each toll bridge are illustrated graphically in Figures 13A/B to 19A/B. The volumes summarized in these tables and figures include adjustments for construction projects or significant weather events. The adjusted toll volumes from 2011 through 2016 show a general trend of westbound toll volumes increasing at a relatively steady rate. All toll bridges experienced an overall growth in

11

Page 16: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

traffic volumes in 2016 with the exception of the New Hope-Lambertville Bridge. There were declines in overall westbound toll volumes of less than 0.5% from 2011 to 2013 followed by an increase of approximately 7.5% over the last 3 years resulting in an overall increase of 3.9% over the last 5 years. From 2011 to 2013, the total toll (westbound) volumes on the Portland-Columbia and Delaware Water Gap (I-80) Toll Bridges declined, reaching seven-year lows in 2013. In 2014 the total volumes on the two toll bridges stabilized, and have begun to recover in 2016, primarily due to a 23% increase in trucks on the Portland-Columbia Bridge and a 6% increase in trucks on the Delaware Water Gap (I-80) Bridge over the past 2 years. From 2010 to 2012, toll volumes on the Milford-Montague Toll Bridge, the New Hope-Lambertville Toll Bridge, and the Easton-Phillipsburg Toll Bridge all experienced declines. In 2013 and 2014 the toll volumes on the Milford-Montague Toll Bridge and the New Hope-Lambertville Toll Bridge experienced recoveries. The toll volumes on the Easton-Philipsburg Toll Bridge continued to decline in 2013 and stabilized in 2014. In 2016, the Milford-Montague Toll Bridge has continued to recover and reached a seven year high, while the New Hope-Lambertville and Easton-Phillipsburg Toll Bridge have stabilized and began to recover. Toll volumes on the Trenton-Morrisville Toll Bridge have consistently grown since the recession in 2008, reaching a nine year high in 2016. The Interstate 78 Toll Bridge, which had also seen consistent growth since the recession in 2008, has continued to grow in 2016. Based on an evaluation of the toll volume history at each of the bridges, as characterized above, a growth factor (greater than 1.0 for growth and less than 1.0 for decline) was developed in order to be applied to the adjusted 2016 toll volumes for each vehicle type on each toll bridge to project the year 2017 volumes. Short term (last 3 years) and long term (last 7 years) growth patterns were taken into account in developing the growth factors. During 2017, planned construction projects are not expected to significantly divert motorists from their usual routes. Therefore, the 2017 volume projections do not reflect any adjustment for construction. At the time of this report, toll volumes and revenues for the Months of January through March 2017 have been reported. The development of the projected 2017 traffic volumes and revenues include the actual data from January through March of 2017 and projected data for the months of April through December. Based on the of actual volumes and projected volumes, moderate growth (1.3%) is expected in total toll volumes from 2016 to 2017, with total passenger car toll volumes projected to grow by 0.9% and total truck toll volumes projected to grow by 3.50%. The following toll structures were applied to the projected 2017 traffic volumes to determine the projected 2017 revenue for each toll bridge:

Vehicle Type

Toll Structure

Cash/Casual E-ZPass

Discount E-ZPass

Passenger Vehicles $ 1.00 $ 0.60 2-Axle Trucks $ 6.50 $ 5.85 3-Axle Trucks $ 12.00 $ 10.80 4-Axle Trucks $ 16.00 $ 14.40 5-Axle Trucks $ 20.00 $ 18.00 6-Axle Trucks $ 24.00 $ 21.60 7-Axle Trucks $ 28.00 $ 25.20

12

Page 17: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

In 2016, E-ZPass passenger car discounts of 40% were issued for 16 or more crossings in a calendar month. For E-ZPass trucks, the off peak traffic (9 PM – 6 AM) receives a 10% discount over the cash fare. Using 2016 data, a weighted average toll rate for each vehicle class specific to each bridge was calculated using total toll revenue and total toll volumes. Tables 13 through 19 show the weighted average toll rates utilized for each vehicle type on each bridge. Table 20 compares the unadjusted 2016 toll volumes and revenues for each bridge with the projected 2017 toll volumes and revenues. The total 2017 projected toll revenue was calculated by combining the collected toll data for January through March 2017 and projecting toll revenue for April through December 2017 using the projected traffic volumes and calculated average 2016 toll rates at each bridge. As indicated, overall toll traffic volumes are projected to increase by 388,622 vehicles. Accordingly, revenues are projected to increase by approximately $2,795,019.13 (2.22%). Table 21 is provided in response to Section 501(a)(1) of the Commission’s Bond Indenture and provides Total Revenue, Operating Expenses, Net Revenue and Annual Debt Service for 2016. The calculated Debt Service Coverage Ratio for 2016 is 2.65. The requirement that the Net Revenue for the preceding fiscal year be at least 130% of the Annual Debt Service (Debt Service Coverage Ratio of 1.30) was met. Table 22 lists the projected revenues and expenditures for the year 2017. The sum of year 2017 projected toll bridge revenues is $134,546,038.85, the projected Net Revenue is $73,805,219.85, and the Annual Debt Service is $36,145,281.00. Comparing the projected Net Revenue to the Annual Debt Service, the projected Net Revenue is 204% of the Annual Debt Service (Debt Service Coverage Ratio of 2.04), which satisfies the requirements of the Commission’s Bond Indenture Section 501(a)(1). Table 23 provides a comparison of the following: revenues, expenditures, and Debt Service Coverage Ratios for the 2016 projected toll volumes (from the 2015 Traffic Engineering Report), the actual 2016 toll volumes, and the 2017 projected toll volumes. As indicated, the actual 2016 volumes were 1.1% higher than the 2016 projections.

13

Page 18: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

1 -

20

11

Toll

Su

pp

orte

d B

rid

ge V

olu

mes

Month

Lower

Tre

nton 4

, 9

Cal

houn Str

eet 4

Scu

dder F

alls 4, 8

Was

hingto

n

Cro

ssing 4

, 7, 1

0N

ew H

ope-

Lamber

tvill

e 1,4

,12

Cen

tre

Brid

ge-

Sto

ckton 4,9

Uhle

rsto

wn-

French

tow

n 6U

pper B

lack

Eddy-

Milf

ord 3, 5

, 13

Rie

gelsv

ille 6, 1

1

Nort

hampto

n

Str

eet 2, 6

Riv

erto

n-B

elvi

dere 6

Total

Jan

uary

45

4,2

07

4

23

,94

4

1

,51

9,7

42

19

0,7

50

3

67

,15

1

10

7,3

82

1

34

,99

6

32

,11

3

83

,65

9

54

3,4

66

1

14

,46

4

3,9

71

,87

4

Feb

ruary

45

2,8

95

4

14

,85

8

1

,51

8,0

49

18

2,3

67

3

56

,79

6

11

1,8

98

1

45

,65

1

-

8

4,0

20

5

26

,19

8

10

9,2

48

3

,90

1,9

80

Marc

h5

21

,28

6

50

2,3

80

1,7

87

,60

2

2

23

,71

7

43

2,6

76

1

38

,24

0

17

2,1

62

-

10

3,6

01

62

6,1

65

1

36

,48

2

4,6

44

,31

1

Ap

ril

50

8,5

11

4

96

,77

7

1

,77

0,9

25

22

1,1

67

4

39

,60

2

14

3,1

41

1

77

,18

7

-

1

05

,29

8

6

24

,67

6

13

5,1

63

4

,62

2,4

47

May

52

7,9

12

5

19

,60

1

1

,83

1,8

06

23

4,4

76

4

70

,05

5

15

7,2

69

1

66

,90

7

37

,10

9

10

4,7

11

63

2,5

16

1

40

,62

5

4,8

22

,98

7

Ju

ne

52

5,3

60

5

22

,74

1

1

,85

5,8

75

24

0,1

78

4

72

,97

9

16

0,9

62

1

38

,07

4

10

7,5

77

10

4,8

81

61

9,1

99

1

43

,05

8

4,8

90

,88

4

Ju

ly5

53

,31

2

52

6,0

05

1,7

35

,38

6

2

28

,55

6

48

9,7

85

1

71

,18

7

15

1,7

53

1

13

,06

9

1

10

,48

6

6

38

,81

6

14

4,8

80

4

,86

3,2

35

Au

gu

st

49

4,0

56

5

17

,41

1

1

,79

7,8

36

22

6,7

96

4

17

,67

8

14

4,0

17

1

37

,82

3

10

4,8

03

10

6,9

93

62

8,2

42

1

40

,10

3

4,7

15

,75

8

Sep

tem

ber

49

5,1

72

4

94

,01

6

1

,77

4,7

37

21

5,3

25

4

30

,64

5

11

5,3

10

1

14

,43

0

10

7,1

39

97

,41

5

57

9,8

30

1

23

,98

2

4,5

48

,00

1

Octo

ber

50

6,2

89

5

11

,94

6

1

,83

6,0

21

22

0,5

39

4

72

,07

1

13

2,6

39

1

29

,15

9

10

4,6

44

10

6,2

38

61

5,2

44

1

25

,11

8

4,7

59

,90

8

Nove

mb

er

47

8,6

16

4

88

,83

5

1

,78

5,8

93

19

1,2

78

4

31

,19

9

12

7,1

40

1

17

,08

3

98

,22

4

97

,89

9

59

3,3

69

1

21

,91

5

4,5

31

,45

1

Decem

ber

49

4,7

14

5

12

,65

9

1

,77

7,7

59

20

4,1

48

4

34

,02

3

14

1,4

98

1

16

,90

4

10

1,4

96

10

1,1

23

62

8,5

57

1

27

,21

4

4,6

40

,09

5

To

tal

6,0

12

,33

0

5,9

31

,17

3

20

,99

1,6

31

2

,57

9,2

97

5

,21

4,6

60

1,6

50

,68

3

1

,70

2,1

29

8

06

,17

4

1

,20

6,3

24

7

,25

6,2

78

1

,56

2,2

52

5

4,9

12

,93

1

Note

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ure

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-11

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-11

for

reh

ab

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tract

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. T

S-4

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nte

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1 d

ue t

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on

str

uction

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tract

TS

-44

4A

.

6.

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rs d

ow

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o 5

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1.

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in

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.

9.

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er

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nto

n T

SB

an

d C

en

tre B

rid

ge-S

tockto

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SB

clo

sed

8-2

8-1

1 a

nd

8-2

9-1

1 d

ue t

o T

rop

ical S

torm

Ire

ne.

10

. C

ou

nte

rs d

ow

n 9

-1-1

1 t

o 9

-30

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. A

ug

ust

20

11

data

in

terp

ola

ted

.

11

. R

ieg

els

ville

TS

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ou

nte

rs d

ow

n 1

0-2

9-1

1 t

o 1

0-3

1-1

1.

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in

terp

ola

ted

.

12

. C

ou

nte

rs d

ow

n fro

m 1

2-1

-11

to 1

2-3

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1.

20

10

data

in

cre

ased

by

4%

.

13

. C

ou

nte

r d

ow

n 1

2-1

3-1

1 t

o 1

2-1

9-1

1.

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in

terp

ola

ted

.

2.

Cou

nte

rs d

ow

n 1

-1-1

1 t

o 1

-10

-11

.

Data

in

terp

ola

ted

.

1.

Cou

nte

rs d

ow

n 1

-22

-1 t

o 1

-31

-11

.

Data

in

terp

ola

ted

.

4.

Cou

nte

rs d

ow

n 5

-4-1

1 t

o 5

-9-1

1.

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in

terp

ola

ted

.

7.

Cou

nte

r d

ow

n 6

-10

-11

to 6

-30

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. D

ata

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.

8.

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-13

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.

14

Page 19: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

2 -

20

12

Toll

Su

pp

orte

d B

rid

ge V

olu

mes

Month

Lower

Trento

n5,6,7

,8,1

1C

alhoun S

tree

t 5,11

Scu

dder F

alls 2, 6

,11

Was

hingto

n

Cro

ssing 11

New

Hope-

Lamber

tvill

e

1,2,3

,4,9

,11

Cen

tre

Brid

ge-

Sto

ckton 9,1

1

Uhle

rsto

wn-

French

tow

n 9,1

1 Upper

Bla

ck E

ddy-

Milf

ord 11

Rie

gelsv

ille 10,

11

Nort

hampto

n

Str

eet 11

Riv

erto

n-Bel

vider

e

10,11

Total

Jan

uary

47

4,8

69

48

1,3

71

1,6

98

,19

11

97

,69

43

94

,43

31

26

,77

51

11

,24

59

7,2

24

92

,59

15

97

,25

61

20

,91

54

,39

2,5

63

Feb

ruary

46

6,2

63

45

7,6

80

1,6

62

,24

01

92

,15

73

85

,34

81

23

,17

31

08

,22

89

1,7

59

89

,50

05

85

,26

41

21

,75

14

,28

3,3

63

Marc

h5

16

,83

25

28

,18

41

,83

1,7

77

21

6,1

54

42

7,0

93

14

3,3

01

12

4,5

44

10

6,8

24

10

1,6

60

65

3,3

00

13

7,2

45

4,7

86

,91

4

Ap

ril

49

5,4

41

50

8,9

70

1,8

13

,58

32

19

,13

74

29

,27

41

46

,94

91

21

,26

21

09

,15

11

02

,01

86

32

,29

31

33

,45

94

,71

1,5

37

May

52

2,7

24

54

0,7

87

1,8

98

,72

72

44

,17

54

63

,19

61

61

,32

01

34

,23

71

07

,64

81

07

,89

46

50

,02

81

40

,79

64

,97

1,5

32

Ju

ne

50

6,0

54

52

4,0

78

1,8

62

,44

02

32

,75

24

68

,81

11

63

,75

81

34

,92

11

15

,86

41

03

,81

96

32

,50

51

39

,47

04

,88

4,4

72

Ju

ly4

91

,70

95

40

,33

91

,81

8,4

35

22

5,1

67

47

1,8

01

16

5,5

25

14

0,4

95

12

6,1

31

10

7,1

11

62

7,7

71

13

7,8

95

4,8

52

,37

9

Au

gu

st

50

7,0

63

54

0,0

75

1,8

75

,63

42

32

,33

44

68

,33

51

61

,49

01

38

,01

41

13

,50

01

06

,82

86

36

,22

51

38

,70

44

,91

8,2

02

Sep

tem

ber

47

4,7

31

50

7,8

68

1,7

33

,39

02

16

,31

44

42

,14

81

53

,16

61

26

,41

91

14

,73

21

00

,50

05

99

,84

51

32

,48

64

,60

1,5

98

Octo

ber

48

0,7

82

50

4,9

80

1,8

87

,18

42

12

,74

94

52

,09

11

55

,27

11

21

,64

11

05

,97

01

06

,61

46

02

,55

81

27

,43

84

,75

7,2

77

Nove

mb

er

46

0,1

45

48

5,2

39

1,7

47

,79

71

92

,58

04

11

,46

61

23

,13

61

06

,92

89

5,1

58

96

,43

55

73

,66

81

21

,99

04

,41

4,5

41

Decem

ber

47

3,3

03

50

4,3

48

1,6

98

,90

41

96

,17

94

30

,05

01

33

,04

51

11

,30

09

2,1

02

10

0,3

65

58

7,1

14

12

4,5

20

4,4

51

,23

0

To

tal

5,8

69

,91

76

,12

3,9

19

21

,52

8,3

02

2,5

77

,39

15

,24

4,0

46

1,7

56

,90

81

,47

9,2

34

1,2

76

,06

21

,21

5,3

35

7,3

77

,82

71

,57

6,6

68

56

,02

5,6

10

Note

Estim

ate

d fig

ure

s d

ue t

o a

dju

stm

en

ts s

how

n in

red

. D

ata

in

terp

ola

ted

fro

m 2

01

1 a

nd

ava

ilab

le 2

01

2 v

olu

mes.

2.

Cou

nte

r d

ow

n 2

-1-1

2 t

o 2

-29

-12

. 2

01

1 d

ata

in

cre

ased

by

3.4

%.

1.

Cou

nte

rs d

ow

n 1

-1-1

2 t

o 1

-31

-12

.

Jan

. 2

01

1 d

ata

in

terp

ola

ted

& in

cre

ased

by

6.8

%.

11

. H

urr

ucan

e S

an

dy

10

-29

-12

to 1

0-3

1-1

2.

5.

Cou

nte

r d

ow

n 6

-1-1

2 t

o 6

-30

-12

. M

ay

20

12

data

in

terp

ola

ted

.

6.

Cou

nte

r d

ow

n 7

-1-1

2 t

o 7

-12

-12

. D

ata

in

terp

ola

ted

.

7.

Cou

nte

r d

ow

n 8

-10

-12

to 8

-20

-12

. D

ata

in

terp

ola

ted

.

8.

Cou

nte

r d

ow

n 9

-27

-12

to 9

-30

-12

. D

ata

in

terp

ola

ted

.

9.

Red

uced

tra

ffic

du

e t

o r

iver

flood

ing

9-8

-11

an

d/o

r 9

-9-1

1.

10

.Cou

nte

r d

ow

n 1

0-1

-12

to 1

0-3

1-1

2 .

S

ep

t. 2

01

2 d

ata

in

terp

ola

ted

.

Note

:

Th

ere

were

29

days

in

Feb

. 2

01

2

3.

Cou

nte

r d

ow

n 3

-1-1

2 t

o 3

-31

-12

. 2

01

1 d

ata

decre

ased

by

2.2

%.

4.

Cou

nte

r d

ow

n 4

-1-1

2 t

o 4

-8-1

2.

Data

in

terp

ola

ted

.

15

Page 20: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

3 -

20

13

Toll

Su

pp

orte

d B

rid

ge V

olu

mes

Month

Lower

Tre

nton

Cal

houn Str

eet

Scu

dder F

alls 13,

17, 1

8

Was

hingto

n

Cro

ssing 3,4

,8,1

0, 14,

18

New

Hope-

Lamber

tvill

e 19

Cen

tre

Brid

ge-

Sto

ckton 6, 1

1, 15

Uhle

rsto

wn-

French

tow

n Upper

Bla

ck E

ddy-

Milf

ord

Rie

gelsv

ille

Nort

hampto

n

Str

eet 12

Riv

erto

n-Bel

vider

e

1, 2, 5

, 7, 9

, 12,

16

Total

Jan

uary

46

8,1

57

48

8,6

49

1,6

88

,53

32

14

,89

83

96

,97

91

24

,92

21

09

,47

38

7,5

55

95

,12

35

72

,83

91

15

,65

34

,36

2,7

81

Feb

ruary

43

2,2

44

45

4,6

01

1,5

26

,73

51

88

,89

73

55

,10

81

10

,09

79

8,1

70

78

,32

58

7,4

79

53

6,0

70

11

1,2

96

3,9

79

,02

2

Marc

h4

95

,06

05

21

,85

41

,74

9,7

52

21

8,4

20

41

6,1

74

13

3,3

07

11

8,8

09

93

,74

71

01

,42

36

18

,47

71

30

,98

04

,59

8,0

02

Ap

ril

50

2,5

54

52

4,6

20

1,8

00

,43

42

28

,20

94

28

,62

61

47

,23

61

25

,91

09

9,3

58

10

8,4

49

62

4,2

19

13

6,7

11

4,7

26

,32

6

May

52

7,1

48

54

9,7

70

1,8

87

,03

12

53

,79

64

67

,68

51

58

,87

01

39

,55

11

07

,81

31

14

,08

96

50

,04

71

49

,20

05

,00

5,0

00

Ju

ne

50

7,5

60

53

1,0

22

1,8

07

,82

32

36

,54

24

67

,72

01

63

,04

01

37

,60

41

05

,61

71

09

,49

86

33

,71

01

44

,49

44

,84

4,6

31

Ju

ly5

23

,62

65

39

,75

71

,82

0,3

40

25

3,8

15

47

2,0

25

16

4,4

07

14

5,0

66

10

9,2

65

11

0,7

90

67

4,8

87

15

0,7

41

4,9

64

,71

9

Au

gu

st

52

1,7

52

53

6,1

35

1,7

72

,33

72

53

,89

74

67

,56

51

60

,15

81

42

,63

51

12

,20

51

04

,77

87

00

,04

81

45

,51

04

,91

7,0

20

Sep

tem

ber

48

4,6

25

50

8,9

83

1,6

72

,20

62

24

,11

84

33

,59

21

53

,81

91

30

,17

81

11

,83

99

7,0

90

65

6,2

45

14

3,8

36

4,6

16

,53

1

Octo

ber

50

7,5

66

52

6,6

98

2,0

90

,41

82

44

,91

64

45

,21

21

81

,83

71

32

,78

21

12

,48

21

01

,62

26

83

,91

61

48

,27

75

,17

5,7

27

Nove

mb

er

44

4,2

46

49

2,0

10

1,7

47

,79

72

22

,32

04

11

,46

71

37

,65

31

15

,53

21

03

,08

29

4,6

55

65

9,9

58

13

2,5

70

4,5

61

,29

0

Decem

ber

45

8,1

62

48

9,8

89

1,6

94

,19

01

94

,77

94

01

,16

71

21

,55

81

07

,14

79

9,1

56

91

,73

05

96

,84

11

19

,62

74

,37

4,2

46

To

tal

5,8

72

,69

96

,16

3,9

88

21

,25

7,5

96

2,7

34

,60

75

,16

3,3

19

1,7

56

,90

41

,50

2,8

57

1,2

20

,44

41

,21

6,7

26

7,6

07

,25

71

,62

8,8

95

56

,12

5,2

93

Note

Estim

ate

d fig

ure

s d

ue t

o a

dju

stm

en

ts s

how

n in

red

. D

ata

in

terp

ola

ted

fro

m 2

01

2 a

nd

ava

ilab

le 2

01

3 v

olu

mes.

(1)

Cou

nte

r d

ow

n 1

-2-1

3 t

o 1

-10

-13

. D

ata

in

terp

ola

ted

.

(2)

Cou

nte

r d

ow

n 3

-12

-13

to 3

-17

-13

. D

ata

in

terp

ola

ted

.

(3)

Cou

nte

r d

ow

n 4

-12

-13

to 4

-30

-13

. A

pril 2

01

2 d

ata

in

terp

ola

ted

.

(4)

Cou

nte

r d

ow

n 5

-1-1

3 t

o 5

-10

-13

. D

ata

in

terp

ola

ted

.

(5)

Cou

nte

r d

ow

n 5

-27

-13

to 5

-31

-13

. D

ata

in

terp

ola

ted

.

(18

) C

ou

nte

r d

ow

n 1

2-1

-13

to 1

2-3

1-1

3.

Decem

ber

20

12

data

in

terp

ola

ted

an

d d

ecre

ased

by

1%

.

(19

) C

ou

nte

r d

ow

n 1

2-2

6-1

3 t

o 1

2-3

1-1

3.

Data

in

terp

ola

ted

.

(17

) R

oad

way

loop

s m

alfu

nction

ed

, u

sed

Nove

mb

er

20

12

data

.

(14

) C

ou

nte

r d

ow

n 1

0-1

-13

to 1

0-6

-13

. D

ata

in

terp

ola

ted

.

(12

) T

raffic

volu

me in

cre

ase o

n N

ort

ham

pto

n S

t. &

Riv

ert

on

-Belv

idere

TS

B d

ue t

o T

43

7A

Easto

n-P

hill

ipsb

urg

TB

Reh

ab

ilita

tion

.

(11

) W

estb

ou

nd

loop

dow

n 9

-8-1

3 t

o 9

-28

13

. 2

01

2 d

ata

in

terp

ola

ted

an

d in

cre

ased

by

2.9

%.

(10

) C

ou

nte

r d

ow

n 9

-1-1

3 t

o 9

-30

-13

. 2

01

2 d

ata

in

terp

ola

ted

an

d in

cre

ased

by

2.9

%.

(8)

Cou

nte

r d

ow

n 8

-1-1

3 t

o 8

-31

-13

. 2

01

2 d

ata

in

terp

ola

ted

an

d in

cre

ased

by

1%

.

(13

) C

ou

nte

r d

ow

n 1

0-1

-13

to 1

0-3

1-1

3.

21

02

data

in

terp

ola

ted

an

d in

cre

ased

by

10

.6%

.

(16

) C

ou

nte

r d

ow

n 1

0-2

1-1

3 t

o 1

0-2

7-1

3.

Data

in

terp

ola

ted

.

(9)

Cou

nte

r d

ow

n 8

-18

-13

to 8

-27

-13

. D

ata

in

terp

ola

ted

.

(15

) C

ou

nte

r d

ow

n 1

0-2

5-1

3 t

o 1

0-2

9-1

3.

Data

in

terp

ola

ted

.

(6)

Cou

nte

r d

ow

n 6

-7-1

3 t

o 6

-13

-13

. D

ata

in

terp

ola

ted

.

(7)

Cou

nte

r d

ow

n 6

-1-1

3 t

o 6

-3-1

3.

Data

in

terp

ola

ted

.

16

Page 21: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

4 -

20

14

Toll

Su

pp

orte

d B

rid

ge V

olu

mes

Month

Lower

Tre

nton 5,

13, 1

5, 1

6, 1

9

Cal

houn Str

eet

17,20

Scu

dder F

alls 1, 6

,

10, 2

1,22

Was

hingto

n

Cro

ssing 2, 7

, 11 N

ew H

ope-

Lamber

tvill

e 3, 8

, 12,

14

Cen

tre

Brid

ge-

Sto

ckton 4, 9

Uhle

rsto

wn-

French

tow

n 18 U

pper B

lack

Eddy-

Milf

ord

Rie

gelsv

ille

Nort

hampto

n

Str

eet

Riv

erto

n-Bel

vider

e

Total

Jan

uary

42

6,0

45

45

0,4

43

1,6

18

,51

52

06

,53

83

84

,78

41

10

,30

29

8,4

21

97

,11

18

5,3

11

55

4,5

93

11

3,4

99

4,1

45

,56

3

Feb

ruary

39

2,4

63

42

1,1

80

1,4

23

,14

91

60

,34

23

33

,17

71

03

,18

28

2,2

15

87

,15

47

5,6

77

48

4,7

22

97

,72

93

,66

0,9

90

Marc

h4

71

,45

25

15

,90

41

,73

3,7

98

23

4,1

40

39

5,1

49

13

0,2

31

10

9,0

48

10

7,9

65

93

,76

26

20

,16

41

27

,49

34

,53

9,1

06

Ap

ril

48

4,4

49

52

3,2

38

1,8

04

,90

82

39

,36

84

21

,97

41

45

,53

31

20

,79

61

14

,53

81

01

,60

56

63

,04

11

36

,12

84

,75

5,5

78

May

51

1,3

71

54

8,9

37

1,8

71

,67

92

47

,58

74

61

,98

11

60

,95

01

35

,14

01

17

,87

81

08

,14

96

41

,67

31

48

,84

94

,95

4,1

94

Ju

ne

49

6,5

83

54

4,8

54

1,8

45

,00

92

45

,33

84

54

,48

81

61

,33

61

34

,99

71

17

,22

81

03

,40

26

65

,15

41

45

,16

94

,91

3,5

58

Ju

ly5

41

,44

25

44

,54

71

,85

3,7

54

24

0,9

11

46

0,8

61

16

3,6

77

14

2,9

04

12

5,4

90

10

3,4

02

66

5,4

55

14

8,4

27

4,9

90

,87

0

Au

gu

st

51

8,5

11

53

8,5

99

1,8

48

,57

02

35

,17

44

60

,16

11

58

,28

51

41

,12

61

23

,43

21

02

,64

86

85

,20

11

43

,27

14

,95

4,9

78

Sep

tem

ber

48

6,9

00

51

1,1

67

1,7

90

,51

92

32

,66

34

24

,11

31

49

,31

81

29

,75

41

12

,38

29

9,6

03

64

6,6

65

13

9,9

79

4,7

23

,06

3

Octo

ber

50

5,0

05

55

5,7

35

1,9

13

,98

42

36

,07

24

39

,89

41

54

,15

01

31

,33

51

18

,44

11

02

,70

36

54

,65

41

48

,83

64

,96

0,8

09

Nove

mb

er

44

4,5

44

49

4,1

40

1,7

62

,04

62

01

,31

73

93

,79

41

31

,85

31

12

,49

81

05

,80

29

3,0

97

60

5,8

80

12

6,2

99

4,4

71

,27

0

Decem

ber

46

7,0

64

52

7,7

71

1,8

69

,64

62

13

,56

94

17

,34

31

34

,09

41

14

,52

31

09

,35

39

9,1

97

62

0,7

75

13

0,1

94

4,7

03

,52

9

To

tal

5,7

45

,83

06

,17

6,5

15

21

,33

5,5

78

2,6

93

,02

05

,04

7,7

19

1,7

02

,91

11

,45

2,7

56

1,3

36

,77

41

,16

8,5

56

7,5

07

,97

71

,60

5,8

73

55

,77

3,5

08

Note

Estim

ate

d fig

ure

s d

ue t

o a

dju

stm

en

ts s

how

n in

red

. D

ata

in

terp

ola

ted

fro

m 2

01

3 a

nd

ava

ilab

le 2

01

4 v

olu

mes.

(1)

Cou

nte

r d

ow

n 1

-1-1

4 t

o 1

-31

-14

. D

ata

in

terp

ola

ted

an

d d

ecre

ased

by

5.7

5%

(2)

Cou

nte

r d

ow

n 1

-1-1

4 t

o 1

-31

-14

. D

ata

in

terp

ola

ted

an

d d

ecre

ased

by

5.7

5%

(3)

Cou

nte

r d

ow

n 1

-1-1

4 t

o 1

-31

-14

. 2

01

3 d

ata

in

terp

ola

ted

an

d d

ecre

ased

by

4.3

%

(4)

Cou

nte

r d

ow

n 1

-21

-14

to 1

-31

-14

. D

ata

in

terp

ola

ted

.

(22

) C

ou

nte

r d

ow

n 1

1-1

3-1

4.

Data

in

terp

ola

ted

an

d in

cre

ased

by

1.0

%

(11

) C

ou

nte

r d

ow

n 3

-25

-14

to 3

-31

-14

. D

ata

in

terp

ola

ted

.

(5)

Cou

nte

r d

ow

n 2

-1-1

4 t

o 2

-9-1

4.

Data

in

terp

ola

ted

.

(6)

Cou

nte

r d

ow

n 2

-1-1

4 t

o 2

-28

-14

. D

ata

in

terp

ola

ted

an

d d

ecre

ased

by

6.6

%.

(7)

Cou

nte

r d

ow

n 2

-18

-14

to 2

-28

-14

. D

ata

in

terp

ola

ted

.

(8)

Cou

nte

r d

ow

n 2

-1-1

4 t

o 2

-28

-14

. D

ata

in

terp

ola

ted

an

d d

ecre

ased

by

6.0

%.

(9)

Cou

nte

r d

ow

n 2

-1-1

4 t

o 2

-28

-14

. D

ata

in

terp

ola

ted

an

d d

ecre

ased

by

6.0

%.

(10

) C

ou

nte

r d

ow

n 3

-1-1

4 t

o 3

-31

-14

. 2

01

3 d

ata

in

terp

ola

ted

an

d d

ecre

asesd

by

0.5

%.

(15

) C

ou

nte

r d

ow

n 7

-1-1

4 t

o 7

-31

-14

. 2

01

3 d

ata

in

terp

ola

ted

an

d in

cre

ased

by

3.4

%.

(16

) C

ou

nte

r d

ow

n 8

-1-1

4 t

o 8

-31

-14

. 2

01

3 d

ata

in

terp

ola

ted

.

(13

) C

ou

nte

r d

ow

n 6

-28

-14

to 6

-30

-14

. D

ata

in

terp

ola

ted

.

(14

) C

ou

nte

r d

ow

n 6

-28

-14

to 6

-30

-14

. D

ata

in

terp

ola

ted

.

(12

) C

ou

nte

r d

ow

n 3

-24

-14

to 3

-31

-14

. D

ata

in

terp

ola

ted

.

(17

) C

ou

nte

r d

ow

n 8

-28

-14

to 8

-31

-14

. D

ata

in

terp

ola

ted

.

(18

) C

ou

nte

r d

ow

n 8

-1-1

4 t

o 8

-4-1

4.

Data

in

terp

ola

ted

.

(19

) C

ou

nte

r d

ow

n 9

-1-1

4 t

o 9

-12

-14

. D

ata

in

terp

ola

ted

.

(21

) C

ou

nte

r d

ow

n 1

0-2

0-1

4 t

o 1

0-3

1-1

4.

Data

in

terp

ola

ted

.

(20

) C

ou

nte

r d

ow

n 9

-1-1

4 t

o 9

-13

-14

. D

ata

in

terp

ola

ted

.

17

Page 22: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

5 -

20

15

Toll

Su

pp

orte

d B

rid

ge V

olu

mes

Month

Lower

Tre

nton 1, 5

,

7, 10, 1

2, 15,

17

Cal

houn Str

eet

Scu

dder F

alls 2, 6

, ,8

19

Was

hingto

n

Cro

ssing 11,

13,

16,

21 N

ew H

ope-

Lamber

tvill

e 3, 9

Cen

tre

Brid

ge-

Sto

ckton 18,

20

Uhle

rsto

wn-

French

tow

n Upper

Bla

ck E

ddy-

Milf

ord 14

Rie

gelsv

ille

Nort

hampto

n

Str

eet

Riv

erto

n-Bel

vider

e

4

Total

Jan

uary

44

5,6

08

47

6,4

61

1,7

48

,38

81

84

,97

63

66

,50

71

10

,66

59

8,7

82

96

,93

18

7,8

84

57

3,8

37

11

0,1

99

4,3

00

,23

7

Feb

ruary

41

7,1

89

46

0,5

99

1,5

18

,41

51

74

,08

33

29

,72

61

00

,04

88

8,8

50

89

,19

98

1,9

77

52

3,3

43

10

3,2

99

3,8

86

,72

8

Marc

h4

82

,27

35

12

,45

81

,79

5,9

12

19

5,4

56

38

4,3

23

11

9,4

16

10

2,5

78

10

3,6

72

94

,27

25

93

,16

41

22

,58

74

,50

6,1

12

Ap

ril

50

7,2

74

54

1,3

13

1,8

22

,36

92

22

,74

64

14

,25

31

44

,48

51

19

,87

81

10

,82

81

06

,18

16

30

,15

81

36

,21

14

,75

5,6

96

May

54

3,3

62

58

5,2

96

1,8

83

,64

42

38

,10

04

59

,87

31

62

,19

51

36

,20

41

17

,36

81

13

,77

46

51

,80

91

45

,01

95

,03

6,6

44

Ju

ne

51

7,0

71

56

9,4

04

1,8

71

,51

42

28

,33

94

35

,23

51

52

,83

81

30

,80

91

20

,64

21

07

,61

86

28

,25

61

41

,74

64

,90

3,4

72

Ju

ly5

66

,88

85

76

,93

71

,87

2,8

75

25

9,2

50

45

4,3

03

16

2,2

39

14

4,7

10

12

9,2

86

11

2,3

81

64

2,4

30

14

7,8

50

5,0

69

,14

9

Au

gu

st

53

1,0

97

55

7,8

77

1,8

28

,98

42

38

,18

64

47

,31

11

66

,78

81

34

,66

91

33

,07

11

11

,61

46

27

,89

11

44

,59

04

,92

2,0

78

Sep

tem

ber

46

2,7

30

54

8,5

64

1,7

63

,54

02

42

,68

54

16

,53

31

56

,10

81

31

,47

31

20

,38

21

01

,73

46

00

,68

31

41

,43

24

,68

5,8

64

Octo

ber

48

2,2

94

56

4,5

04

1,8

82

,71

72

49

,65

34

34

,36

81

60

,86

71

32

,55

91

21

,71

61

04

,03

36

17

,20

81

47

,08

04

,89

6,9

99

Nove

mb

er

44

8,0

08

50

8,1

49

1,7

86

,42

72

06

,25

44

05

,69

01

37

,83

41

21

,55

61

10

,17

29

9,0

23

58

2,9

29

12

9,1

55

4,5

35

,19

6

Decem

ber

43

9,2

41

53

6,9

08

1,8

20

,01

22

10

,93

44

19

,70

21

38

,92

11

21

,99

01

11

,87

91

00

,83

46

07

,54

21

31

,25

54

,63

9,2

18

To

tal

5,8

43

,03

66

,43

8,4

69

21

,59

4,7

97

2,6

50

,66

14

,96

7,8

25

1,7

12

,40

41

,46

4,0

58

1,3

65

,14

61

,22

1,3

25

7,2

79

,25

11

,60

0,4

23

56

,13

7,3

93

Note

Estim

ate

d fig

ure

s d

ue t

o a

dju

stm

en

ts s

how

n in

red

. D

ata

in

terp

ola

ted

fro

m 2

01

4 a

nd

ava

ilab

le 2

01

5 v

olu

mes.

(1)

Cou

nte

r d

ow

n 1

-1-1

5 t

o 1

-31

-15

. 2

01

4 d

ata

in

terp

ola

ted

an

d in

cre

ased

by

3.8

%.

(2)

Cou

nte

r d

ow

n 1

-1-1

5 t

o 1

-31

-15

. 2

01

3 d

ata

in

terp

ola

ted

an

d in

cre

ased

by

3.8

%.

(3)

Cou

nte

r d

ow

n 1

-16

-15

to 1

-31

-15

. D

ata

in

terp

ola

ted

.

(4)

Cou

nte

r d

ow

n 1

-6-1

5 t

o 1

-13

-15

. D

ata

in

terp

ola

ted

.

(5)

Counte

r d

ow

n 2

-1-1

5 to 2

-28-1

5. 2

014 d

ata

inte

rpola

ted

and

incre

ased

by

6.3

%.

(6)

Cou

nte

r d

ow

n 2

-1-1

5 t

o 2

-28

-15

. D

ata

in

terp

ola

ted

.

(7)

Cou

nte

r d

ow

n 3

-1-1

5 t

o 3

-31

-15

. 2

01

4 d

ata

in

terp

ola

ted

an

d in

cre

asesd

by

2.2

%.

(8)

Cou

nte

r d

ow

n 3

-1-1

5 t

o 3

-31

-15

. 2

01

3 d

ata

in

terp

ola

ted

an

d in

cre

asesd

by

2.2

%.

(9)

Cou

nte

r d

ow

n 3

-1-1

5 t

o 3

-31

-15

. 2

01

4 d

ata

in

terp

ola

ted

an

d d

ecre

asesd

by

(2.5

%).

(10

) -

Tra

ffic

Cou

nte

r w

as r

em

ove

d o

n 4

/21

/15

as p

art

of th

e T

S-6

39

B L

ow

er

Tre

nto

n T

SB

Ap

pro

ach

Road

ways

Im

pro

vem

en

ts.

Tra

ffic

data

in

terp

ola

ted

usin

g M

ay

20

14

data

an

d facto

red

by

6.9

4%

.

(11

) -

Cou

nte

r d

ow

n 5

/2/1

5 -

5/8

/15

, d

ata

in

terp

ola

ted

.

(12

) C

ou

nte

r d

ow

n 6

-1-1

5 t

o 6

-30

-15

du

e t

o p

avi

ng

con

tract

TS

63

9B

. 2

10

4 d

ata

in

terp

ola

ted

an

d in

cre

ased

by

3.4

8%

.

(13

) C

ou

nte

r d

ow

n 6

-29

-15

to 6

-30

-15

. D

ata

in

terp

ola

ted

.

(14

) C

ou

nte

r d

ow

n W

B 6

-9-1

5 t

o 6

-30

-15

. 2

01

4 d

ata

in

terp

ola

ted

.

(15

) C

ou

nte

r d

ow

n 8

-1-1

5 t

o 8

-31

-15

du

e t

o p

avi

ng

Con

tract

TS

-63

9B

. 2

01

3 d

ata

in

terp

ola

ted

an

d in

cre

ased

by

3.0

%.

(16

) C

ou

nte

r d

ow

n 8

-1-1

5 t

o 8

-31

-15

. 2

01

4 d

ata

in

terp

ola

ted

an

d in

cre

ased

by

3.0

%.

(17

) C

ou

nte

r d

ow

n 9

-1-1

5 t

o 9

-8-1

5.

Data

in

terp

ola

ted

.

(18

) C

ou

nte

r d

ow

n 9

-1-1

4 t

o 9

-13

-14

. D

ata

in

terp

ola

ted

.

(19

)Cou

nte

r d

ow

n 1

0-1

9-1

5 t

o 1

0-3

1-1

5.

Data

in

terp

ola

ted

.

(20

) C

ou

nte

r d

ow

n 1

0-1

-15

to 1

0-3

1-1

5.

20

14

data

in

terp

ola

ted

an

d in

cre

ased

by

4%

.

(21

) E

astb

ou

nd

& W

estb

ou

nd

data

reve

rsed

. C

ou

nte

r n

ot

corr

ecte

d c

orr

ecte

dly

.

18

Page 23: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

6 -

20

16

Toll

Su

pp

orte

d B

rid

ge V

olu

mes

Month

Lower

Tre

nton 3

Cal

houn Str

eet 13,

15

Scu

dder F

alls 1, 4

,

,6,

8, 11, 1

6, 2

2, 26,

30

Was

hingto

n

Cro

ssing 7, 9

, 10,

12,

14, 1

7, 1

9, 2

3, 27,

31

New

Hope-

Lamber

tvill

e 2, 5

, 20,

28, 3

2

Cen

tre

Brid

ge-

Sto

ckton 18,

21,

24,

29, 3

3

Uhle

rsto

wn-

French

tow

n Upper

Bla

ck E

ddy-

Milf

ord

Rie

gelsv

ille

Nort

hampto

n

Str

eet 25

Riv

erto

n-Bel

vider

e

Total

Jan

uary

41

3,1

28

48

7,4

19

1,6

85

,53

51

91

,72

53

29

,12

61

15

,09

61

05

,29

79

9,9

14

88

,75

45

45

,48

51

20

,11

34

,18

1,5

92

Feb

ruary

40

6,6

14

47

2,0

30

1,7

13

,51

51

88

,30

63

77

,94

61

14

,60

21

04

,84

09

6,3

56

88

,39

55

43

,51

01

18

,30

34

,22

4,4

17

Marc

h4

31

,84

45

47

,27

91

,83

6,3

67

22

4,0

98

39

6,0

76

13

2,1

17

12

9,6

76

11

4,0

83

10

2,9

62

61

9,0

76

13

8,0

94

4,6

71

,67

2

Ap

ril

43

4,1

70

53

9,1

64

1,8

52

,40

02

29

,99

14

04

,58

01

40

,62

51

31

,78

31

04

,32

11

04

,44

16

10

,02

31

37

,11

54

,68

8,6

13

May

46

2,7

86

56

2,8

80

1,9

03

,61

72

47

,99

14

25

,35

61

46

,29

81

46

,38

51

16

,49

51

09

,76

26

24

,49

41

45

,22

44

,89

1,2

88

Ju

ne

48

2,8

37

56

5,9

05

1,9

11

,11

12

39

,31

44

36

,98

81

51

,91

01

48

,30

21

24

,58

01

13

,65

36

17

,10

21

44

,36

04

,93

6,0

62

Ju

ly4

93

,99

05

61

,46

01

,82

6,4

39

23

7,4

98

44

5,3

60

14

5,5

83

14

9,3

02

12

5,2

71

11

6,0

49

62

9,0

82

14

4,8

55

4,8

74

,88

9

Au

gu

st

49

3,6

74

54

6,3

40

1,9

09

,38

62

50

,77

44

32

,94

91

60

,51

51

45

,68

51

20

,94

31

14

,07

56

17

,08

91

43

,87

34

,93

5,3

03

Sep

tem

ber

46

7,2

87

54

2,0

42

1,8

28

,91

32

52

,41

54

09

,37

21

53

,14

71

42

,87

81

18

,86

01

04

,71

55

74

,01

31

39

,51

64

,73

3,1

57

Octo

ber

46

9,8

55

52

5,5

74

1,9

30

,35

42

57

,46

64

21

,44

11

54

,14

01

42

,24

61

12

,94

51

04

,65

15

87

,03

11

41

,11

44

,84

6,8

16

Nove

mb

er

44

4,5

48

49

9,1

55

1,8

80

,55

92

15

,88

53

97

,66

81

34

,95

11

26

,20

01

09

,87

59

8,1

87

54

2,4

44

12

7,3

88

4,5

76

,86

0

Decem

ber

45

1,9

15

51

2,1

32

1,8

06

,28

72

08

,28

13

94

,55

31

31

,98

31

22

,80

81

02

,71

31

00

,34

35

59

,26

81

26

,10

74

,51

6,3

90

To

tal

5,4

52

,64

86

,36

1,3

80

22

,08

4,4

83

2,7

43

,74

34

,87

1,4

16

1,6

80

,96

51

,59

5,4

02

1,3

46

,35

61

,24

5,9

87

7,0

68

,61

71

,62

6,0

62

56

,07

7,0

59

Note

Estim

ate

d fig

ure

s d

ue t

o a

dju

stm

en

ts s

how

n in

red

. D

ata

in

terp

ola

ted

fro

m 2

01

4 a

nd

ava

ilab

le 2

01

5 v

olu

mes.

(1)

Cou

nte

r d

ow

n 1

-1-1

6 t

o 1

-19

-16

. D

ata

in

trp

ola

ted

(2)

Cou

nte

r d

ow

n 1

-1-1

6 t

o 1

-14

-16

. D

ata

In

terp

ola

ted

.

(3)

Cou

nte

r d

ow

n 2

-19

-16

to 2

-23

-16

. D

ata

in

terp

ola

ted

.

(4)

Cou

nte

r d

ow

n 2

-1-1

6 t

o 2

-29

-16

. 2

01

5 d

ata

in

terp

ola

ted

an

d in

cre

ased

by

12

.5%

.

(5)

Counte

r d

ow

n 2

-1-1

6 to 2

-29-1

6. 2015 d

ata

incre

ased

by

5.0

%.

(6)

Cou

nte

r d

ow

n 3

-1-1

6 t

o 3

-9-1

6 &

3-2

8-1

6 t

o 3

-31

-16

. D

ata

in

terp

ola

ted

.

(7)

Cou

nte

r d

ow

n 3

-1-1

6 t

o 3

-31

-16

. 2

01

5 d

ata

in

terp

ola

ted

an

d in

cre

asesd

by

12

.6%

.

(8)

Cou

nte

r d

ow

n 4

-1-1

6 t

o 4

-8-1

6.

Data

in

terp

ola

ted

.

(9)

Cou

nte

r d

ow

n 4

-1-1

6 t

o 4

-30

-16

. D

ata

in

terp

ola

ted

& in

cre

ased

by

4%

.

(10

) C

ou

nte

r d

ow

n 5

/1/1

6 -

5/5

/16

. D

ata

in

terp

ola

ted

..

(11

) C

ou

nte

r d

ow

n 6

-1-1

6 t

o 6

-4-1

6 .

Data

in

terp

ola

ted

.

(12

) C

ou

nte

r d

ow

n 6

-1-1

6 t

o 6

-30

-16

. D

ata

in

terp

ola

ted

& in

cre

ased

by

3.7

5%

.

(13

) C

ou

nte

r d

ow

n 7

-25

-16

to 7

-31

-16

D

ata

in

terp

ola

ted

.

(14

) C

ou

nte

r d

ow

n 7

-1-1

6 t

o 7

-31

-16

. 2

01

5 d

ata

in

terp

ola

ted

.

(15

) C

ou

nte

r d

ow

n 8

-1-1

6 t

o 8

-8-1

6 .

2

Data

in

terp

ola

ted

.

(16

) C

ou

nte

r d

ow

n 8

-26

-16

to 8

-31

-16

. D

ata

in

terp

ola

ted

.

(17

) C

ou

nte

r d

ow

n 8

-1-1

6 t

o 8

-31

-16

. 2

01

4 d

ata

in

terp

ola

ted

an

d in

cre

ased

by

4.5

%.

(18

) C

ou

nte

r d

ow

n 8

-1-1

6 t

o 8

-31

-16

. 2

01

5 d

ata

in

terp

ola

ted

an

d d

ecre

ased

by

3.0

%.

(19

) C

ou

nte

r d

ow

n 9

-1-1

6 t

o 9

-30

-16

. 2

01

5 d

ata

in

terp

ola

ted

& in

cre

ased

by

4.0

%.

(20

) C

ou

nte

r d

ow

n 9

-1-1

6 t

o 9

-30

-16

. 2

01

5 d

ata

in

terp

ola

ted

& d

ecre

ased

by

-2.0

%.

(21

) C

ou

nte

r d

ow

n 9

-1-1

6 t

o 9

-30

-16

. 2

01

5 d

ata

in

terp

ola

ted

& d

ecre

ased

by

-2.0

%.

(22

) C

ou

nte

r d

ow

n 1

0-1

-16

to 1

0-3

1-1

6.

20

15

data

in

terp

ola

ted

& in

cre

ased

by

3.5

%.

(23

) C

ou

nte

r d

ow

n 1

0-1

-16

to 1

0-3

1-1

6.

20

15

data

in

terp

ola

ted

& in

cre

ased

by

3.5

%.

(24

) C

ou

nte

r d

ow

n 1

0-1

-16

to 1

0-3

1-1

6.

20

14

data

in

terp

ola

ted

.

(25

) C

ou

nte

r d

ow

n 1

0-1

6-1

6 t

o 1

0-3

1-1

6.

Data

in

terp

ola

ted

.

(26

) C

ou

nte

r d

ow

n,

used

Nov.

20

15

data

an

d in

cera

sed

by

3.9

6%

(27

) C

ou

nte

r d

ow

n,

used

Nov.

20

15

data

an

d in

cre

ased

by

3.9

6%

.

(28

) C

ou

nte

r d

ow

n 1

1/2

1/1

6 -

11

/30

/16

, d

ata

in

terp

ola

ted

.

(29

) C

ou

nte

r d

ow

n,

used

Nov.

20

15

data

an

d d

ecera

sed

by

2.2

9%

(30

) C

ou

nte

r d

ow

n 1

2-1

-16

to 1

2-3

1-1

6.

20

15

data

in

terp

ola

ted

.

(31

) C

ou

nte

r d

ow

n 1

2-1

-16

to 1

2-3

1-1

6.

20

15

data

in

terp

ola

ted

.

(32

) C

ou

nte

r d

ow

n 1

2-1

-16

to 1

2-3

1-1

6.

20

15

data

in

terp

ola

ted

an

d d

ecre

ased

by

6.0

%.

(33

) C

ou

nte

r d

ow

n 1

2-1

-16

to 1

2-3

1-1

6.

20

15

data

in

terp

ola

ted

an

d d

ecre

ased

by

6.0

%.

19

Page 24: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

7 -

20

11

Toll

Brid

ge V

olu

mes

Cla

ss

Trento

n- Morr

isvi

lle

New

Hope-

Lamber

tvill

eIn

ters

tate

78

Eas

ton-

Phill

ipsb

urg

Port

land-

Colu

mbi

a

Del

awar

e W

ater

Gap

(I-8

0)

Milf

ord-M

ontague

Total

Passenger

Car

7,2

97,8

67

1,8

08,6

33

8,2

79,6

87

5,3

46,2

29

1,2

87,5

40

7,9

19,9

43

1,2

14,0

86

33,1

53,9

85

2-a

xle

tru

ck

199,9

49

57,1

04

231,0

71

141,9

94

27,9

59

143,2

66

21,0

84

822,4

27

3-a

xle

tru

ck

69,6

32

18,7

64

114,0

82

46,0

92

11,6

76

92,4

00

3,5

11

356,1

57

4-a

xle

tru

ck

57,1

71

7,8

19

132,3

17

34,9

20

13,0

88

59,4

47

1,8

21

306,5

83

5-a

xle

tru

ck

185,5

98

26,5

62

1,8

82,1

16

159,3

28

31,0

01

964,0

13

6,9

21

3,2

55,5

39

6-a

xle

tru

ck

1,2

98

648

50,7

61

2,0

02

503

26,6

14

65

81,8

91

7-a

xle

tru

ck

47

41

5,2

10

55

11

1,5

85

7

6,9

56

specia

l perm

it-

-

10

3

-

25

1

39

To

tal

7,8

11,5

62

1,9

19,5

71

10,6

95,2

54

5,7

30,6

23

1,3

71,7

78

9,2

07,2

93

1,2

47,4

96

37,9

83,5

77

20

Page 25: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

8 -

20

12

Toll

Brid

ge V

olu

mes

Cla

ss

Trento

n- Morr

isvi

lle

New

Hope-

Lamber

tvill

eIn

ters

tate

78

Eas

ton-

Phill

ipsb

urg

Port

land-

Colu

mbi

a

Del

awar

e W

ater

Gap

(I-8

0)

Milf

ord-M

ontague

Total

Passenger

Car

7,4

23,7

33

1,7

72,7

89

8,5

16,4

02

5,0

08,6

15

1,2

12,2

85

7,8

11,5

28

1,1

78,2

89

32,9

23,6

41

2-a

xle

tru

ck

202,0

73

56,3

13

237,0

75

134,7

25

26,3

70

140,0

92

20,0

52

816,7

00

3-a

xle

tru

ck

64,6

20

18,4

97

124,0

13

39,8

26

14,9

19

90,8

47

3,3

14

356,0

36

4-a

xle

tru

ck

59,4

55

8,2

79

136,6

07

31,8

32

9,9

31

62,6

79

1,8

28

310,6

11

5-a

xle

tru

ck

182,3

76

28,5

52

1,9

68,6

50

129,7

56

29,7

26

981,1

39

7,0

51

3,3

27,2

50

6-a

xle

tru

ck

1,9

58

549

57,1

56

1,4

32

692

27,9

84

65

89,8

36

7-a

xle

tru

ck

35

47

6,1

61

41

-

1,5

70

16

7,8

70

specia

l perm

it-

-

6

3

-

12

-

21

To

tal

7,9

34,2

50

1,8

85,0

26

11,0

46,0

70

5,3

46,2

30

1,2

93,9

23

9,1

15,8

51

1,2

10,6

15

37,8

31,9

65

21

Page 26: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

9 -

20

13

Toll

Brid

ge V

olu

mes

Cla

ss

Trento

n- Morr

isvi

lle

New

Hope-

Lamber

tvill

eIn

ters

tate

78

Eas

ton-

Phill

ipsb

urg

Port

land-

Colu

mbi

a

Del

awar

e W

ater

Gap

(I-8

0)

Milf

ord-M

ontague

Total

Passenger

Car

7,4

70,0

65

1,8

14,4

21

8,4

28,1

74

4,7

94,1

40

1,1

19,9

66

7,8

84,7

60

1,2

09,4

11

32,7

20,9

37

2-a

xle

tru

ck

212,1

61

61,8

16

249,9

98

132,5

98

25,1

20

144,2

28

21,4

46

847,3

67

3-a

xle

tru

ck

80,4

13

18,8

63

138,3

41

40,4

00

11,0

67

86,7

97

4,0

75

379,9

56

4-a

xle

tru

ck

70,7

23

8,3

28

156,6

74

38,4

60

11,0

84

69,8

27

1,9

26

357,0

22

5-a

xle

tru

ck

185,7

06

29,1

38

2,0

34,2

55

127,6

19

25,8

86

1,0

04,0

42

7,1

68

3,4

13,8

14

6-a

xle

tru

ck

1,8

47

562

66,9

16

1,4

99

272

31,8

19

69

102,9

84

7-a

xle

tru

ck

47

50

8,2

78

34

1

1,9

45

9

10,3

64

specia

l perm

it-

-

4

-

-

23

-

27

To

tal

8,0

20,9

62

1,9

33,1

78

11,0

82,6

40

5,1

34,7

50

1,1

93,3

96

9,2

23,4

41

1,2

44,1

04

37,8

32,4

71

22

Page 27: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

10

- 2

01

4 T

oll

Brid

ge V

olu

mes

Cla

ss

Trento

n- Morr

isvi

lle

New

Hope-

Lamber

tvill

eIn

ters

tate

78

Eas

ton-

Phill

ipsb

urg

Port

land-

Colu

mbi

a

Del

awar

e W

ater

Gap

(I-8

0)

Milf

ord-M

ontague

Total

Passenger

Car

7,5

48,6

71

1,8

41,6

56

8,6

35,5

06

4,6

32,0

64

1,1

12,9

12

7,8

57,8

77

1,2

27,1

31

32,8

55,8

17

2-a

xle

tru

ck

221,3

14

58,7

05

257,5

06

124,2

12

25,3

92

145,3

74

23,7

44

856,2

47

3-a

xle

tru

ck

82,7

88

19,0

42

138,7

58

33,1

80

13,4

10

85,4

46

3,2

55

375,8

79

4-a

xle

tru

ck

84,6

78

8,3

06

179,5

39

30,5

67

9,4

32

73,2

67

1,6

78

387,4

67

5-a

xle

tru

ck

187,7

57

31,5

32

2,0

95,9

50

106,9

25

28,8

28

1,0

03,2

55

6,9

95

3,4

61,2

42

6-a

xle

tru

ck

1,7

24

664

67,4

56

1,1

38

234

28,5

59

78

99,8

53

7-a

xle

tru

ck

93

48

8,2

09

26

2

1,9

95

5

10,3

78

specia

l perm

it-

-

-

-

-

18

-

18

To

tal

8,1

27,0

25

1,9

59,9

53

11,3

82,9

24

4,9

28,1

12

1,1

90,2

10

9,1

95,7

91

1,2

62,8

86

38,0

46,9

01

23

Page 28: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

11

- 2

01

5 T

oll

Brid

ge V

olu

mes

Cla

ss

Trento

n- Morr

isvi

lle

New

Hope-

Lamber

tvill

eIn

ters

tate

78

Eas

ton-

Phill

ipsb

urg

Port

land-

Colu

mbi

a

Del

awar

e W

ater

Gap

(I-8

0)

Milf

ord-M

ontague

Total

Passenger

Car

8,0

38,8

43

1,8

44,3

41

8,8

71,0

99

4,9

18,9

25

1,1

45,7

72

8,1

19,7

95

1,2

79,5

70

34,2

18,3

45

2-a

xle

tru

ck

227,1

89

58,1

88

267,8

63

128,6

46

30,3

07

149,9

28

26,1

09

888,2

30

3-a

xle

tru

ck

84,8

44

18,8

51

148,8

69

35,9

04

14,1

05

86,8

45

3,6

34

393,0

52

4-a

xle

tru

ck

89,9

44

8,9

07

194,9

41

33,6

21

22,1

81

93,2

06

1,7

52

444,5

52

5-a

xle

tru

ck

185,2

40

32,3

69

2,1

77,6

26

114,5

55

32,3

11

1,0

37,8

47

7,6

49

3,5

87,5

97

6-a

xle

tru

ck

1,3

63

858

68,9

88

1,1

02

441

28,9

95

147

101,8

94

7-a

xle

tru

ck

116

60

7,7

25

34

65

1,7

87

17

9,8

04

specia

l perm

it-

1

4

1

-

7

-

13

To

tal

8,6

27,5

39

1,9

63,5

75

11,7

37,1

15

5,2

32,7

88

1,2

45,1

82

9,5

18,4

10

1,3

18,8

78

39,6

43,4

87

24

Page 29: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

12

- 2

01

6 T

oll

Brid

ge V

olu

mes

Cla

ss

Trento

n- Morr

isvi

lle

New

Hope-

Lamber

tvill

eIn

ters

tate

78

Eas

ton-

Phill

ipsb

urg

Port

land-

Colu

mbi

a

Del

awar

e W

ater

Gap

(I-8

0)

Milf

ord-M

ontague

Total

Passenger

Car

8,4

09,7

69

1,8

40,9

07

9,1

10,8

07

5,0

89,9

69

1,1

85,9

61

8,3

54,0

73

1,3

01,2

93

35,2

92,7

79

2-a

xle

tru

ck

229,3

96

58,1

77

275,2

19

128,6

44

27,3

42

158,4

48

25,9

26

903,1

52

3-a

xle

tru

ck

95,6

76

20,7

62

150,5

09

37,2

28

10,4

55

87,7

39

3,3

71

405,7

40

4-a

xle

tru

ck

92,8

77

9,3

27

189,7

30

33,5

80

23,8

58

93,4

66

2,1

10

444,9

48

5-a

xle

tru

ck

173,5

92

32,6

20

2,2

37,7

49

124,7

35

32,9

18

1,0

64,5

89

7,9

95

3,6

74,1

98

6-a

xle

tru

ck

1,0

54

1,2

11

69,0

31

1,5

20

298

30,4

97

81

103,6

92

7-a

xle

tru

ck

84

46

6,7

35

34

22

1,7

59

11

8,6

91

specia

l perm

it2

1

10

-

-

13

-

26

To

tal

9,0

02,4

50

1,9

63,0

51

12,0

39,7

90

5,4

15,7

10

1,2

80,8

54

9,7

90,5

84

1,3

40,7

87

40,8

33,2

26

25

Page 30: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Tab

le 1

3:

Tren

ton

-Morris

vil

le T

oll

Brid

ge V

olu

me a

nd

Reven

ue P

roje

cti

on

s

cla

ss

20

11

ad

just

ed

volu

me

1

20

12

a

dju

sted

volu

me

2

20

13

ad

just

ed

volu

me

32

01

4 a

dju

sted

volu

me

4

20

15

ad

just

ed

volu

me

5

20

16

ad

just

ed

volu

me

6

facto

r f

rom

20

16

to 2

01

7

Ja

nu

ary

-M

arch

20

17

Volu

mes

20

17

ba

se v

olu

me

(proje

cte

d)7

1 -

passeng

er

car

7,3

29,8

45

7,4

39,5

07

7,4

67,7

91

7,6

20,2

14

8,0

57,0

47

8,4

16,0

55

1.0

42,2

55,9

27

8,9

84,9

82

2 -

2-a

xle t

ruck

200,8

52

-

212,1

61

223,6

42

227,8

69

229,7

18

1.0

268,3

05

234,3

12

3 -

3-a

xle t

ruck

69,9

41

202,6

62

80,4

13

83,6

34

85,1

17

95,7

97

1.0

326739.0

00

98,6

71

4 -

4-a

xle t

ruck

57,4

56

64,8

35

70,7

23

85,4

40

90,2

67

93,0

72

1.0

322922.0

00

95,8

64

5 -

5-a

xle t

ruck

186,3

18

59,6

46

185,7

06

189,6

42

186,0

95

175,3

17

0.9

858387.0

00

171,8

11

6 -

6-a

xle t

ruck

1,3

52

182,8

98

1,8

47

1,7

39

1,3

75

1,0

63

0.9

5739.0

00

1,0

10

7 -

7-a

xle t

ruck

50

1,9

66

47

94

117

84

1.0

070.0

00

84

8 -

specia

l perm

it-

35

-

-

-

2

0.0

00.0

00

-

tota

l toll

vehic

les

7,8

45,8

14

7,9

51,5

50

8,0

18,6

88

8,2

04,4

05

8,6

47,8

87

9,0

11,1

09

1.0

69,5

86,7

34

1R

efle

cts

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the J

anuary

2011 s

now

sto

rm e

vents

. 2R

efle

cts

leap y

ear

adju

stm

ent,

adju

stm

ent

for

2-1

6

bridg

e c

losure

, adju

stm

ent

for

11-1

0 M

ara

thon,

and a

dju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

Hurr

icane S

andy.

3R

efle

cts

adju

stm

ent

for

11-9

Half

Mara

thon (

-2,2

74 v

ehic

les)

4R

efle

cts

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

014(+

81,1

73 v

ehic

les)

and a

dju

stm

ent

for

11-8

Half

Mara

thon(-

3,7

93 v

ehic

les)

5R

efle

cts

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

015 (

+25,0

63 v

ehic

les)

and a

dju

stm

ent

for

11-7

Half

Mara

thon (

-4,7

15 v

ehic

les)

6R

efle

cts

leap y

ear

adju

stm

ent,

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

016 a

nd a

dju

stm

ent

for

10-2

9 H

alf

Mara

thon

7.

Refle

cts

actu

al

traff

ic v

olu

mes f

rom

January

-Marc

h 2

017

and p

roje

cte

d t

raff

ic v

olu

mes f

rom

April-D

ecem

ber

2017

cla

ss

20

16

U

na

dju

sted

Volu

me

20

16

net

rev

en

ue

20

16

av

era

ge

toll

ra

te

20

17

Rev

en

ue

Ja

nu

ary

-Ma

rch

20

17

v

olu

me A

pril

-

Ja

nu

ary

(P

roje

cte

d)

20

17

Tota

l rev

en

ue

(Proje

cte

d)

1 -

passeng

er

car

8,4

09,7

69

8,1

23,1

38.3

5$

0.9

7$

2,1

96,7

49.1

7$

6,7

29,0

54.8

8,7

23,9

32.3

3$

2 -

2-a

xle t

ruck

229,3

96

1,4

85,3

47.5

0$

6.4

8$

440,5

46.6

0$

166,0

07

1,5

16,2

71.9

6$

3 -

3-a

xle t

ruck

95,6

76

1,1

34,2

22.0

0$

11.8

5$

318,0

13.2

0$

71,9

32

1,1

70,4

07.4

0$

4 -

4-a

xle t

ruck

92,8

77

1,4

68,3

98.4

0$

15.8

1$

360,9

23.2

0$

72,9

42

1,5

14,1

36.2

2$

5 -

5-a

xle t

ruck

173,5

92

3,4

16,0

12.0

0$

19.6

8$

1,1

45,0

10.0

0$

113,4

24

3,3

77,1

94.3

2$

6 -

6-a

xle t

ruck

1,0

54

25,7

23.2

0$

24.4

1$

17,1

86.4

1$

271

23,8

01.5

2$

7 -

7-a

xle t

ruck

84

3,1

20.0

0$

37.1

4$

2,0

37.2

0$

14

2,5

57.1

6$

8 -

specia

l perm

it2

-$

Varies

-$

0

-$

To

tals

9,0

02,4

50

15,6

55,9

61.4

5$

7,1

53,6

45

$16,3

28,3

00.9

1

26

Page 31: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

5,0

00

,00

0

5,5

00

,00

0

6,0

00

,00

0

6,5

00

,00

0

7,0

00

,00

0

7,5

00

,00

0

8,0

00

,00

0

8,5

00

,00

0

9,0

00

,00

0

9,5

00

,00

0 20

08

20

09

20

10

20

11

20

12

20

13

20

14

20

15

20

16

20

17

20

18

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

13

A:

Tre

nto

n-M

orr

isv

ille

TB

To

ll V

eh

icle

s

Pa

sse

ng

er

Ca

rsT

ota

l T

oll

Ve

hic

les

2727

Page 32: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

20

,00

0

12

0,0

00

22

0,0

00

32

0,0

00

42

0,0

00

52

0,0

00

62

0,0

00

72

0,0

00 2

00

82

00

92

01

02

01

12

01

22

01

32

01

42

01

52

01

62

01

72

01

8

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

13

B:

Tre

nto

n-M

orr

isv

ille

TB

To

ll T

ruck

s

2 A

xle

Tru

cks

5 A

xle

Tru

cks

To

tal

Tru

cks

2828

Page 33: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Tab

le 1

4:

New

Hop

e-L

am

bertv

ille

Toll

Brid

ge V

olu

me a

nd

Reven

ue P

roje

cti

on

s

cla

ss

20

11

ad

just

ed

volu

me

1

20

12

a

dju

sted

volu

me

22

01

3 v

olu

me

20

14

a

dju

sted

volu

me

3

20

15

a

dju

sted

volu

me

4

20

16

ad

just

ed

volu

me

5

facto

r f

rom

20

16

to 2

01

7

Ja

nu

ary

-M

arch

20

17

Volu

mes

20

17

ba

se v

olu

me

(proje

cte

d)6

1 -

passeng

er

car

1,8

21,1

72

1,7

77,7

79

1,8

14,4

21

1,8

60,3

02

1,8

52,1

74

1,8

45,9

83

0.9

98

413,4

94

1,8

40,9

38

2 -

2-a

xle t

ruck

57,1

88

-

61,8

16

59,3

26

58,3

92

58,2

95

1.0

08

11,9

99

57,7

41

3 -

3-a

xle t

ruck

18,8

68

56,4

89

18,8

63

19,1

85

18,9

00

20,7

95

1.0

26

5381.0

00

22,2

85

4 -

4-a

xle t

ruck

7,8

30

18,5

35

8,3

28

8,3

94

8,9

49

9,3

57

0.9

46

1578.0

00

8,3

43

5 -

5-a

xle t

ruck

26,6

71

8,2

99

29,1

38

31,8

53

32,4

79

32,6

79

1.0

78

8139.0

00

35,3

27

6 -

6-a

xle t

ruck

649

28,6

46

562

670

872

1,2

23

0.8

66

223.0

00

1,0

44

7 -

7-a

xle t

ruck

42

551

50

49

60

46

1.0

20

6.0

00

42

8 -

specia

l perm

it-

47

-

-

1

-

0.0

00

0.0

00

-

tota

l toll

vehic

les

1,9

32,4

21

1,8

90,3

47

1,9

33,1

78

1,9

79,7

79

1,9

71,8

28

1,9

68,3

78

0.9

99

440,8

20

1,9

65,7

19

1R

efle

cts

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the J

anuary

2011 s

now

sto

rm e

vents

. 2R

efle

cts

Leap Y

ear

adju

stm

ent

and a

dju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

H

urr

icane S

andy.

3R

efle

cts

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

014

4R

efle

cts

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

015 (

+8,2

53 v

ehic

les)

5R

efle

cts

leap y

ear

adju

stm

ent,

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

016

6R

efle

cts

actu

al

traff

ic v

olu

mes f

rom

January

-Marc

h 2

017

and p

roje

cte

d t

raff

ic v

olu

mes f

rom

April-D

ecem

ber

2017

cla

ss

20

16

U

na

dju

sted

Volu

me

20

16

net

rev

en

ue

20

16

av

era

ge

toll

ra

te

20

17

Rev

en

ue

Ja

nu

ary

-Ma

rch

20

17

v

olu

me A

pril

-

Ja

nu

ary

(P

roje

cte

d)

20

17

Tota

l rev

en

ue

(Proje

cte

d)

1 -

passeng

er

car

1,8

40,9

07

1,7

55,2

53.1

5$

0.9

5$

396,0

44.3

4$

1,4

27,4

44

1,7

52,1

16.4

6$

2 -

2-a

xle t

ruck

58,1

77

376,9

06.4

0$

6.4

8$

77,4

31.2

5$

45,7

42

373,8

38.5

1$

3 -

3-a

xle t

ruck

20,7

62

242,6

94.0

0$

11.6

9$

64,2

20.4

0$

16,9

04

261,8

30.2

0$

4 -

4-a

xle t

ruck

9,3

27

144,4

70.4

0$

15.4

9$

24,2

92.8

0$

6,7

65

129,0

79.8

0$

5 -

5-a

xle t

ruck

32,6

20

638,6

16.0

0$

19.5

8$

160,1

20.0

0$

27,1

88

692,4

51.7

1$

6 -

6-a

xle t

ruck

1,2

11

26,9

08.8

0$

22.2

2$

5,1

40.8

0$

821

23,3

80.7

8$

7 -

7-a

xle t

ruck

46

1,3

33.6

0$

28.9

9$

165.2

0$

36

1,1

99.8

8$

8 -

specia

l perm

it1

2.0

0$

V

aries

-$

0

-$

To

tals

1,9

63,0

51

3,1

86,1

84.3

5$

1,5

24,8

99

$3,2

33,8

97.3

4

29

Page 34: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

1,7

00

,00

0

1,7

50

,00

0

1,8

00

,00

0

1,8

50

,00

0

1,9

00

,00

0

1,9

50

,00

0

2,0

00

,00

0 20

08

20

09

20

10

20

11

20

12

20

13

20

14

20

15

20

16

20

17

20

18

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

14

A:

Ne

w H

op

e-L

am

be

rtv

ille

TB

To

ll V

eh

icle

s

Pa

sse

ng

er

Ca

rsT

ota

l V

eh

icle

s

3030

Page 35: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

20

,00

0

40

,00

0

60

,00

0

80

,00

0

10

0,0

00

12

0,0

00

14

0,0

00 2

00

82

00

92

01

02

01

12

01

22

01

32

01

42

01

52

01

62

01

72

01

8

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

14

B:

Ne

w H

op

e-L

am

be

rtv

ille

TB

To

ll T

ruck

s

2 A

xle

Tru

cks

5 A

xle

Tru

ck

sT

ota

l T

ruck

s

3131

Page 36: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Tab

le 1

5:

Inte

rst

ate

78 T

oll

Brid

ge V

olu

me a

nd

Reven

ue P

roje

cti

on

s

cla

ss

20

11

ad

just

ed

volu

me

1

20

12

a

dju

sted

volu

me

2

20

13

ad

just

ed

volu

me

32

01

4 a

dju

sted

volu

me

4

20

15

ad

just

ed

volu

me

5

20

16

ad

just

ed

volu

me

6

facto

r f

rom

20

16

to 2

01

7

Ja

nu

ary

-M

arch

20

17

Volu

mes

20

17

ba

se v

olu

me

(proje

cte

d)

1 -

passeng

er

car

8,2

19,4

45

8,5

38,7

08

8,5

70,5

71

8,4

33,3

03

8,9

03,5

26

9,1

16,6

12

1.0

06

1,9

55,9

05

9,1

54,4

77

2 -

2-a

xle t

ruck

232,6

77

237,7

61

248,8

31

257,2

90

268,6

61

275,3

88

1.0

53

66,6

42

291,7

99

3 -

3-a

xle t

ruck

114,8

03

124,4

17

137,7

26

138,6

45

149,3

62

150,6

01

1.0

78

35,6

34

161,1

67

4 -

4-a

xle t

ruck

133,1

80

137,0

04

155,9

54

179,4

34

195,5

45

189,8

12

1.1

69

50,2

92

221,7

29

5 -

5-a

xle t

ruck

1,8

95,4

48

1,9

73,8

64

2,0

25,1

29

2,0

94,2

57

2,1

82,5

75

2,2

39,2

50

1.0

42

554,7

00

2,3

31,6

84

6 -

6-a

xle t

ruck

51,1

12

57,3

08

66,6

23

67,4

26

69,2

49

69,0

91

1.1

21

17,5

74

77,1

65

7 -

7-a

xle t

ruck

5,2

37

6,1

78

8,2

43

8,2

13

7,7

60

6,7

45

1.1

69

1,8

65

8,0

38

8 -

specia

l perm

it11

6

4

-

-

10

1.0

00

11

tota

l toll

vehic

les

10,6

51,9

12

11,0

75,2

47

11,2

13,0

81

11,1

78,5

68

11,7

76,6

79

12,0

47,5

09

1.0

16

2,6

82,6

13

12,2

46,0

61

1115,0

00 p

asseng

er

cars

rem

oved a

s a

result

of

div

ers

ion f

rom

the U

pper

Bla

ck E

ddy-

Milf

ord

Toll

Support

ed B

ridg

e f

rom

January

2011 t

o M

ay

2011;

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the J

anuary

2011 s

now

sto

rm e

vents

.2R

efle

cts

Leap Y

ear

adju

stm

ent

and a

dju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

Hurr

icane S

andy.

3R

efle

cts

adju

stm

ent

for

I-78 R

oadw

ay

Pavin

g P

roje

cta

nd E

asto

n-P

hill

ipsburg

Toll

Bridg

e R

ehabili

tatio

n p

roje

ct

4R

efle

cts

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

014 &

Easto

n-P

hill

ipsburg

Toll

Bridg

e R

ehabili

tatio

n p

roje

ct

5R

efle

cts

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

015

(+39,5

68 v

ehic

les)

6R

efle

cts

leap y

ear

adju

stm

ent,

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

016

cla

ss

20

16

U

na

dju

sted

Volu

me

20

16

net

rev

en

ue

20

16

av

era

ge

toll

ra

te

20

17

Rev

en

ue

Ja

nu

ary

-Ma

rch

20

17

v

olu

me A

pril

-

Ja

nu

ary

(P

roje

cte

d)

20

17

Tota

l rev

en

ue

(Proje

cte

d)

1 -

passeng

er

car

9,1

10,8

07

8,8

21,1

54.6

5$

0.9

7$

1,8

75,5

17.3

7$

7198572

8,8

58,1

32.5

2$

2 -

2-a

xle t

ruck

275,2

19

1,7

65,4

96.8

5$

6.4

1$

428,7

92.6

5$

225157

1,8

72,0

46.0

5$

3 -

3-a

xle t

ruck

150,5

09

1,7

95,4

41.7

6$

11.9

3$

419,3

50.8

0$

125533

1,9

16,9

60.7

3$

4 -

4-a

xle t

ruck

189,7

30

2,9

97,7

88.8

0$

15.8

0$

786,3

32.8

0$

171437

3,4

95,0

38.6

5$

5 -

5-a

xle t

ruck

2,2

37,7

49

43,7

34,4

52.0

0$

19.5

4$

10,8

52,9

12.0

0$

1776984

45,5

75,1

84.6

1$

6 -

6-a

xle t

ruck

69,0

31

1,6

13,2

15.2

0$

23.3

7$

407,2

87.2

0$

59591

1,7

99,9

30.6

3$

7 -

7-a

xle t

ruck

6,7

35

192,6

27.6

0$

28.6

0$

51,2

30.8

0$

6173

227,7

92.7

5$

8 -

specia

l perm

it10

769.9

0$

Varies

88.3

0$

0

88.3

0$

To

tals

12,0

39,7

90

60,9

20,9

46.7

6$

9,5

63,4

48

$63,7

45,1

74.2

6

32

Page 37: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

7,0

00

,00

0

8,0

00

,00

0

9,0

00

,00

0

10

,00

0,0

00

11

,00

0,0

00

12

,00

0,0

00

13

,00

0,0

00 2

00

82

00

92

01

02

01

12

01

22

01

32

01

42

01

52

01

62

01

72

01

8

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

15

A:

Inte

rsta

te 7

8 T

B T

oll

Ve

hic

les

Pa

sse

ng

er

cars

To

tal

Ve

hic

les

3333

Page 38: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

0

50

0,0

00

1,0

00

,00

0

1,5

00

,00

0

2,0

00

,00

0

2,5

00

,00

0

3,0

00

,00

0

3,5

00

,00

0 20

08

20

09

20

10

20

11

20

12

20

13

20

14

20

15

20

16

20

17

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

15

B:

Inte

rsta

te 7

8 T

B T

oll

Tru

cks

2-A

xle

Tru

cks

5-A

xle

Tru

cks

To

tal

Tru

cks

3434

Page 39: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Tab

le 1

6:

East

on

-Ph

illi

psb

urg T

oll

Brid

ge V

olu

me a

nd

Reven

ue P

roje

cti

on

s

cla

ss

20

11

ad

just

ed

volu

me

1

20

12

a

dju

sted

volu

me

2

20

13

ad

just

ed

volu

me

32

01

4 a

dju

sted

volu

me

4

20

15

ad

just

ed

volu

me

5

20

16

ad

just

ed

volu

me

6

facto

r f

rom

20

16

to 2

01

7

Ja

nu

ary

-M

arch

20

17

Volu

mes

20

17

ba

se v

olu

me

(proje

cte

d)

1 -

passeng

er

car

5,3

84,3

02

5,0

20,8

86

4,9

84,4

21

5,0

59,9

17

4,9

48,3

61

5,1

08,7

23

0.9

44

1,1

60,5

66

4,8

42,0

57

2 -

2-a

xle t

ruck

142,1

00

135,0

92

133,7

65

135,2

88

129,3

53

128,7

02

0.9

62

29,6

71

123,6

72

3 -

3-a

xle t

ruck

46,2

25

39,9

22

41,0

15

36,3

62

36,1

49

37,2

60

0.9

65

8,8

71

37,4

05

4 -

4-a

xle t

ruck

35,5

48

31,9

38

39,1

80

33,1

27

34,2

84

33,6

01

0.9

45

6,5

26

31,1

79

5 -

5-a

xle t

ruck

164,4

86

130,0

70

136,7

45

117,4

64

116,2

34

124,8

34

0.8

74

29,3

18

113,3

10

6 -

6-a

xle t

ruck

2,1

49

1,4

35

1,7

92

1,2

51

1,1

31

1,5

22

0.7

15

208

1,0

93

7 -

7-a

xle t

ruck

57

41

69

29

34

34

0.8

94

729

8 -

specia

l perm

it-

3

-

-

-

-

1.0

00

0-

tota

l toll

vehic

les

5,7

74,8

68

5,3

59,3

87

5,3

36,9

87

5,3

83,4

38

5,2

65,5

46

5,4

34,6

76

0.9

47

1,2

35,1

67

5,1

48,7

46

1R

efle

cts

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the J

anuary

2011 s

now

sto

rm e

vents

. 2R

efle

cts

Leap Y

ear

adju

stm

ent

and a

dju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

Hurr

icane S

andy.

3R

efle

cts

adju

stm

ent

for

I-78 R

oadw

ay

Pavin

g P

roje

ct

(+30,2

45 v

ehic

les)

and E

asto

n-P

hill

ipsburg

Toll

Bridg

e R

ehabili

tatio

n p

roje

ct

(-232,4

83 v

ehic

les).

4R

efle

cts

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

014

& E

asto

n-P

hill

ipsburg

Toll

Bridg

e R

ehabili

tatio

n p

roje

ct

5R

efle

cts

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

015 (

+32,7

59 v

ehic

les)

6R

efle

cts

leap y

ear

adju

stm

ent,

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

016

cla

ss

20

16

U

na

dju

sted

Volu

me

20

16

net

rev

en

ue

20

16

av

era

ge

toll

ra

te

20

17

Rev

en

ue

Ja

nu

ary

-Ma

rch

20

17

v

olu

me A

pril

-

Ja

nu

ary

(P

roje

cte

d)

20

17

Tota

l rev

en

ue

(Proje

cte

d)

1 -

passeng

er

car

5,0

89,9

69

4,8

97,5

11.9

6$

0.9

6$

1,1

19,8

40.4

6$

3681491

4,6

54,0

72.0

3$

2 -

2-a

xle t

ruck

128,6

44

829,8

59.5

5$

6.4

5$

191,6

14.8

0$

94001

797,9

21.7

7$

3 -

3-a

xle t

ruck

37,2

28

403,6

39.2

0$

10.8

4$

105,1

89.6

0$

28534

414,4

98.4

4$

4 -

4-a

xle t

ruck

33,5

80

522,2

51.2

0$

15.5

5$

103,2

92.8

0$

24653

486,6

53.7

7$

5 -

5-a

xle t

ruck

124,7

35

2,4

28,1

72.0

0$

19.4

7$

574,5

68.0

0$

83992

2,2

09,8

87.0

8$

6 -

6-a

xle t

ruck

1,5

20

34,0

70.4

0$

22.4

1$

4,8

86.4

0$

885

24,7

18.8

9$

7 -

7-a

xle t

ruck

34

1,1

18.0

0$

32.8

8$

198.0

0$

22

932.6

5$

8 -

specia

l perm

it0

-$

Varies

-$

0

-$

To

tals

5,4

15,7

10

9,1

16,6

22.3

1$

3,9

13,5

79

$8,5

88,6

84.6

3

35

Page 40: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

4,5

00

,00

0

5,0

00

,00

0

5,5

00

,00

0

6,0

00

,00

0

6,5

00

,00

0

7,0

00

,00

0 20

08

20

09

20

10

20

11

20

12

20

13

20

14

20

15

20

16

20

17

20

18

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

16

A:

Ea

sto

n-P

hil

lip

sbu

rg T

B T

oll

Ve

hic

les

Pa

sse

ng

er

Ca

rsT

ota

l T

oll

Ve

hic

les

3636

Page 41: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

10

0,0

00

15

0,0

00

20

0,0

00

25

0,0

00

30

0,0

00

35

0,0

00

40

0,0

00

45

0,0

00

50

0,0

00

55

0,0

00 2

00

82

00

92

01

02

01

12

01

22

01

32

01

42

01

52

01

62

01

72

01

8

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

16

B:

Ea

sto

n-P

hil

lip

sbu

rg T

B T

oll

Tru

cks

2-A

xle

Tru

cks

5-A

xle

Tru

cks

To

tal

Tru

cks

3737

Page 42: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Tab

le 1

7:

Portl

an

d-C

olu

mb

ia T

oll

Brid

ge V

olu

me a

nd

Reven

ue P

roje

cti

on

s

cla

ss

20

11

ad

just

ed

volu

me

1

20

12

a

dju

sted

volu

me

22

01

3 v

olu

me

20

14

a

dju

sted

volu

me

3

20

15

a

dju

sted

volu

me

4

20

16

ad

just

ed

volu

me

5

facto

r f

rom

20

16

to 2

01

7

Ja

nu

ary

-M

arch

20

17

Volu

mes

20

17

ba

se v

olu

me

(proje

cte

d)

1 -

passeng

er

car

1,2

85,3

32

1,2

15,3

66

1,1

19,9

66

1,1

17,8

89

1,1

50,6

57

1,1

86,6

86

0.9

49

257,2

85

1,1

34,1

05

2 -

2-a

xle t

ruck

27,9

11

26,4

49

25,1

20

25,5

25

30,4

04

27,3

60

0.9

72

5,2

87

25,5

93

3 -

3-a

xle t

ruck

11,6

64

14,9

62

11,0

67

13,4

45

14,1

31

10,4

60

1.1

82

2506.0

00

12,6

20

4 -

4-a

xle t

ruck

13,2

33

9,9

53

11,0

84

9,4

60

22,2

05

23,8

41

0.9

92

5029.0

00

23,7

88

5 -

5-a

xle t

ruck

30,9

63

29,7

97

25,8

86

28,9

28

32,4

48

32,9

27

0.9

65

6444.0

00

31,5

23

6 -

6-a

xle t

ruck

502

695

272

235

442

298

1.0

16

103.0

00

338

7 -

7-a

xle t

ruck

11

-

1

2

65

22

0.8

95

6.0

00

22

8 -

specia

l perm

it1

-

-

-

-

-

1.0

00

0.0

00

-

tota

l toll

vehic

les

1,3

69,6

17

1,2

97,2

22

1,1

93,3

96

1,1

95,4

84

1,2

50,3

52

1,2

81,5

94

0.9

58

276,6

60

1,2

27,9

89

1R

efle

cts

adju

stm

ent

for

2R

efle

cts

Leap Y

ear

3R

efle

cts

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

014

4R

efle

cts

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

015 (

+5,1

70 v

ehic

les)

5R

efle

cts

leap y

ear

adju

stm

ent,

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

015

cla

ss

20

16

U

na

dju

sted

Volu

me

20

16

net

rev

en

ue

20

16

av

era

ge

toll

ra

te

20

17

Rev

en

ue

Ja

nu

ary

-Ma

rch

20

17

v

olu

me A

pril

-

Ja

nu

ary

(P

roje

cte

d)

20

17

Tota

l rev

en

ue

(Proje

cte

d)

1 -

passeng

er

car

1,1

85,9

61

1,1

42,7

32.3

1$

0.9

6$

246,0

49.1

7$

876820

1,0

90,9

08.7

9$

2 -

2-a

xle t

ruck

27,3

42

181,0

96.5

0$

6.6

2$

34,1

40.6

0$

20306

168,6

34.0

5$

3 -

3-a

xle t

ruck

10,4

55

120,6

18.0

0$

11.5

4$

29,9

32.8

0$

10114

146,6

21.8

7$

4 -

4-a

xle t

ruck

23,8

58

374,2

51.2

0$

15.6

9$

80,3

42.4

0$

18759

374,6

08.0

3$

5 -

5-a

xle t

ruck

32,9

18

656,7

60.0

0$

19.9

5$

127,5

96.0

0$

25079

627,9

56.1

6$

6 -

6-a

xle t

ruck

298

7,2

64.8

0$

24.3

8$

2,4

57.6

0$

235

8,1

79.7

9$

7 -

7-a

xle t

ruck

22

661.2

0$

30.0

5$

165.2

0$

16

649.3

6$

8 -

specia

l perm

it0

-$

Varies

-$

0

-$

To

tals

1,2

80,8

54

2,4

83,3

84.0

1$

951,3

29

$2,4

17,5

58.0

4

38

Page 43: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

50

0,0

00

60

0,0

00

70

0,0

00

80

0,0

00

90

0,0

00

1,0

00

,00

0

1,1

00

,00

0

1,2

00

,00

0

1,3

00

,00

0

1,4

00

,00

0

1,5

00

,00

0 20

08

20

09

20

10

20

11

20

12

20

13

20

14

20

15

20

16

20

17

20

18

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

17

A:

Po

rtla

nd

-Co

lum

bia

TB

To

ll V

eh

icle

s

Pa

sse

ng

er

Ca

rsT

ota

l T

oll

Ve

hic

les

3939

Page 44: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

20

,00

0

30

,00

0

40

,00

0

50

,00

0

60

,00

0

70

,00

0

80

,00

0

90

,00

0

10

0,0

00

11

0,0

00 2

00

82

00

92

01

02

01

12

01

22

01

32

01

42

01

52

01

62

01

72

01

8

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

17

B:

Po

rtla

nd

-Co

lum

bia

TB

To

ll T

ruck

s

2-A

xle

Tru

cks

5-A

xle

Tru

cks

To

tal

Tru

cks

4040

Page 45: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Tab

le 1

8:

Dela

ware W

ate

r G

ap

(In

terst

ate

80)

Toll

Brid

ge V

olu

me a

nd

Reven

ue P

roje

cti

on

s

cla

ss

20

11

ad

just

ed

volu

me

1

20

12

a

dju

sted

volu

me

2

20

13

ad

just

ed

volu

me

32

01

4 a

dju

sted

volu

me

4

20

15

ad

just

ed

volu

me

5

20

16

ad

just

ed

volu

me

6

facto

r f

rom

20

15

to 2

01

6

Ja

nu

ary

-M

arch

20

17

Volu

mes

20

17

ba

se v

olu

me

(proje

cte

d)

1 -

passeng

er

car

7,9

71,4

87

7,8

31,2

60

7,6

27,0

97

7,8

77,8

27

8,1

53,3

37

8,3

63,7

39

0.9

91

1,7

94,3

26

8,2

68,0

93

2 -

2-a

xle t

ruck

142,9

44

140,5

02

144,4

46

145,9

51

150,5

42

158,6

09

1.1

29

52,6

91

192,4

82

3 -

3-a

xle t

ruck

92,2

38

91,0

85

86,9

39

85,7

61

87,2

35

87,8

61

1.0

57

25223.0

00

97,8

09

4 -

4-a

xle t

ruck

59,3

88

62,8

46

69,9

44

73,5

51

93,5

49

93,5

62

1.1

49

26118.0

00

108,7

05

5 -

5-a

xle t

ruck

966,3

86

983,6

73

1,0

05,6

93

1,0

07,3

25

1,0

41,5

54

1,0

65,8

77

0.9

88

230087.0

00

1,0

31,4

73

6 -

6-a

xle t

ruck

26,5

63

28,0

51

31,8

68

28,6

78

29,1

05

30,5

38

1.0

11

6987.0

00

30,6

19

7 -

7-a

xle t

ruck

1,5

83

1,5

74

1,9

48

2,0

03

1,7

95

1,7

63

0.9

89

296.0

00

1,5

82

8 -

specia

l perm

it27

12

23

18

7

13

0.0

00

0.0

00

-

tota

l toll

vehic

les

9,2

60,6

16

9,1

39,0

01

8,9

67,9

58

9,2

21,1

14

9,5

57,1

24

9,8

01,9

61

0.9

93

2,1

35,7

28

9,7

30,7

63

1R

efle

cts

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the J

anuary

2011 s

now

sto

rm e

vents

. 2R

efle

cts

Leap Y

ear

adju

stm

ent

and a

dju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

Hurr

icane S

andy.

3R

efle

cts

adju

stm

ent

for

I-80 d

ayt

ime o

ff-p

eak c

losure

s o

n N

ovem

ber

18 &

19 f

or

the E

asto

n-P

hill

ipsburg

toll

bridg

e r

ehabili

tatio

n p

roje

ct,

and f

or

the I

-78

Repavin

g p

roje

ct

(+100,0

00)

4R

efle

cts

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

014 &

Easto

n-P

hill

ipsburg

Toll

Bridg

e R

ehabili

tatio

n p

roje

ct

5R

efle

cts

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

015 (

+38,7

14 v

ehic

les)

6R

efle

cts

leap y

ear

adju

stm

ent,

adju

stm

ent

for

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

016

cla

ss

20

16

U

na

dju

sted

Volu

me

20

16

net

rev

en

ue

20

16

av

era

ge

toll

ra

te

20

17

Rev

en

ue

Ja

nu

ary

-Ma

rch

20

17

v

olu

me A

pril

-

Ja

nu

ary

(P

roje

cte

d)

20

17

Tota

l rev

en

ue

(Proje

cte

d)

1 -

passeng

er

car

8,3

54,0

73

8,0

87,7

09.5

3$

0.9

7$

1,7

32,0

10.8

3$

6473767

7,9

99,3

66.5

4$

2 -

2-a

xle t

ruck

158,4

48

1,0

15,8

36.2

5$

6.4

1$

338,0

72.8

0$

139791

1,2

34,2

95.6

0$

3 -

3-a

xle t

ruck

87,7

39

936,5

44.8

0$

10.6

7$

296,8

10.4

0$

72586

1,0

71,6

04.5

0$

4 -

4-a

xle t

ruck

93,4

66

1,4

54,5

55.2

0$

15.5

6$

408,8

83.2

0$

82587

1,6

94,1

41.6

6$

5 -

5-a

xle t

ruck

1,0

64,5

89

20,8

17,3

56.0

0$

19.5

5$

4,5

13,5

66.0

0$

801386

20,1

84,1

56.8

4$

6 -

6-a

xle t

ruck

30,4

97

706,5

81.6

0$

23.1

7$

162,5

78.4

0$

23632

710,1

17.1

1$

7 -

7-a

xle t

ruck

1,7

59

49,7

26.0

0$

28.2

7$

8,2

56.0

0$

1286

44,6

06.7

1$

8 -

specia

l perm

it13

745.7

0$

Varies

-$

0

-$

To

tals

9,7

90,5

84

33,0

69,0

55.0

8$

7,5

95,0

35

32,9

38,2

88.9

5$

41

Page 46: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

7,5

00

,00

0

8,0

00

,00

0

8,5

00

,00

0

9,0

00

,00

0

9,5

00

,00

0

10

,00

0,0

00 2

00

82

00

92

01

02

01

12

01

22

01

32

01

42

01

52

01

62

01

72

01

8

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

18

A:

De

law

are

Wa

ter

Ga

p (

I-8

0)

TB

To

ll V

eh

icle

s

Pa

sse

ng

er

Ca

rsT

ota

l T

oll

Ve

hic

les

4242

Page 47: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

0

20

0,0

00

40

0,0

00

60

0,0

00

80

0,0

00

1,0

00

,00

0

1,2

00

,00

0

1,4

00

,00

0

1,6

00

,00

0 20

08

20

09

20

10

20

11

20

12

20

13

20

14

20

15

20

16

20

17

20

18

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

18

B:

De

law

are

Wa

ter

Ga

p (

I-8

0)

TB

To

ll T

ruck

s

2-A

xle

Tru

cks

5-A

xle

Tru

cks

To

tal

Tru

cks

4343

Page 48: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Tab

le 1

9:

Mil

ford

-Mon

tagu

e T

oll

Brid

ge V

olu

me a

nd

Reven

ue P

roje

cti

on

s

cla

ss

20

11

ad

just

ed

volu

me

1

20

12

a

dju

sted

volu

me

22

01

3 v

olu

me

20

14

a

dju

sted

volu

me

3

20

15

a

dju

sted

volu

me

4

20

16

ad

just

ed

volu

me

5

facto

r f

rom

20

15

to 2

01

6

Ja

nu

ary

-M

arch

20

17

Volu

mes

20

17

ba

se v

olu

me

(proje

cte

d)

1 -

passeng

er

car

1,2

17,8

92

1,1

81,3

97

1,2

09,4

11

1,2

32,7

62

1,2

84,8

56

1,3

03,1

15

0.9

92

258,3

11

1,2

76,7

23

2 -

2-a

xle t

ruck

21,0

47

20,1

11

21,4

46

23,8

80

26,1

74

25,9

51

1.0

14

4,8

08

25,2

47

3 -

3-a

xle t

ruck

3,5

44

3,3

23

4,0

75

3,2

64

3,6

52

3,3

78

1.0

00

478.0

00

3,3

30

4 -

4-a

xle t

ruck

1,8

26

1,8

32

1,9

26

1,6

84

1,7

57

2,1

11

0.9

59

320.0

00

2,0

60

5 -

5-a

xle t

ruck

6,9

10

7,0

69

7,1

68

7,0

28

7,6

84

8,0

00

1.0

23

1903.0

00

8,2

87

6 -

6-a

xle t

ruck

65

65

69

78

148

82

1.8

98

23.0

00

163

7 -

7-a

xle t

ruck

7

16

9

5

17

11

1.7

32

11.0

00

25

8 -

specia

l perm

it-

-

-

-

-

-

1.0

00

0.0

00

-

tota

l toll

vehic

les

1,2

51,2

92

1,2

13,8

14

1,2

44,1

04

1,2

68,7

01

1,3

24,2

89

1,3

42,6

48

0.9

80

265,8

54

1,3

15,8

36

1R

efle

cts

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the J

anuary

2011 s

now

sto

rm e

vents

. 2R

efle

cts

Leap Y

ear

adju

stm

ent

and a

dju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

Hurr

icane S

andy.

3R

efle

cts

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

014

4R

efle

cts

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

015 (

+5,4

11)

5R

efle

cts

leap y

ear

adju

stm

ent,

adju

stm

ent

for

sig

nifi

cant

dro

p in

toll

traff

ic d

uring

the s

now

sto

rm e

vents

in J

anuary

- M

arc

h 2

016

cla

ss

20

16

U

na

dju

sted

Volu

me

20

16

net

rev

en

ue

20

16

av

era

ge

toll

ra

te

20

17

Rev

en

ue

Ja

nu

ary

-Ma

rch

20

17

v

olu

me A

pril

-

Ja

nu

ary

(P

roje

cte

d)

20

17

Tota

l rev

en

ue

(Proje

cte

d)

1 -

passeng

er

car

1,3

01,2

93

1,2

60,9

82.1

1$

0.9

7$

246,2

83.6

2$

1,0

18,4

12.4

1,2

33,1

48.0

9$

2 -

2-a

xle t

ruck

25,9

26

168,5

82.0

5$

6.5

0$

31,0

21.9

0$

20,4

39

163,9

23.5

5$

3 -

3-a

xle t

ruck

3,3

71

36,4

90.8

0$

10.8

2$

5,7

02.4

0$

2,8

52

36,5

76.2

3$

4 -

4-a

xle t

ruck

2,1

10

33,3

20.0

0$

15.7

9$

5,0

94.4

0$

1,7

40

32,5

79.0

0$

5 -

5-a

xle t

ruck

7,9

95

157,1

90.0

0$

19.6

6$

37,7

00.0

0$

6,3

84

163,2

07.1

6$

6 -

6-a

xle t

ruck

81

2,0

04.0

0$

24.7

4$

549.6

0$

140

4,0

24.5

5$

7 -

7-a

xle t

ruck

11

296.8

0$

26.9

8$

302.4

0$

14

676.1

5$

8 -

specia

l perm

it0

-$

Varies

-$

0

-$

To

tals

1,3

40,7

87

1,6

58,8

65.7

6$

1,0

49,9

82

$1,6

34,1

34.7

3

44

Page 49: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

1,1

50

,00

0

1,2

00

,00

0

1,2

50

,00

0

1,3

00

,00

0

1,3

50

,00

0

1,4

00

,00

0 20

08

20

09

20

10

20

11

20

12

20

13

20

14

20

15

20

16

20

17

20

18

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

19

A:

Mil

ford

-Mo

nta

gu

e T

B T

oll

Ve

hic

les

Pa

sse

ng

er

Ca

rsT

ota

l T

oll

Ve

hic

les

45

Page 50: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

0

5,0

00

10

,00

0

15

,00

0

20

,00

0

25

,00

0

30

,00

0

35

,00

0

40

,00

0

45

,00

0 20

08

20

09

20

10

20

11

20

12

20

13

20

14

20

15

20

16

20

17

20

18

Toll Vehicles (with adjustments as noted)

Ye

ar

Fig

ure

19

B:

Mil

ford

-Mo

nta

gu

e T

B T

oll

Tru

cks

2-A

xle

Tru

cks

5-A

xle

Tru

cks

To

tal

Tru

cks

4646

Page 51: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

Ta

ble

20

: V

olu

me

an

d R

even

ue

Co

mp

ari

son

--

20

16

to

20

17

Dis

tric

t

veh

icle

sperc

ent

dolla

rsperc

ent

1T

rento

n-M

orr

isvill

e9,0

02,4

50

15,6

55,9

61.4

5$

9,5

86,7

34

$16,3

28,3

00.9

1584,2

84

6.4

9%

672,3

39.4

6$

4.2

9%

1N

ew

Hope-L

am

bert

vill

e1,9

63,0

51

3,1

86,1

84.3

5$

1,9

65,7

19

3,2

33,8

97.3

4$

2,6

68

0.1

4%

47,7

12.9

9$

1.5

0%

2In

ters

tate

78

12,0

39,7

90

60,9

20,9

46.7

6$

12,2

46,0

61

63,7

45,1

74.2

6$

206,2

71

1.7

1%

2,8

24,2

27.5

0$

4.6

4%

2E

asto

n-P

hill

ipsburg

5,4

15,7

10

9,1

16,6

22.3

1$

5,1

48,7

46

8,5

88,6

84.6

3$

-266,9

64

-4.9

3%

(527,9

37.6

8)

$

-5.7

9%

3P

ort

land-C

olu

mbia

1,2

80,8

54

2,4

83,3

84.0

1$

1,2

27,9

89

2,4

17,5

58.0

4$

-52,8

65

-4.1

3%

(65,8

25.9

7)

$

-2.6

5%

3D

ela

ware

Wate

r G

ap

9,7

90,5

84

33,0

69,0

55.0

8$

9,7

30,7

63

32,9

38,2

88.9

5$

-59,8

21

-0.6

1%

(130,7

66.1

3)

$

-0.4

0%

3M

ilford

-Monta

gue

1,3

40,7

87

1,6

58,8

65.7

6$

1,3

15,8

36

1,6

34,1

34.7

3$

-24,9

51

-1.8

6%

(24,7

31.0

3)

$

-1.4

9%

Tota

l40,8

33,2

26

126,0

91,0

19.7

2$

41,2

21,8

48

$128,8

86,0

38.8

5388,6

22

0.9

5%

2,7

95,0

19.1

3$

2.2

2%

Rev

enu

e S

um

ma

ry b

y

Bri

dg

e/D

istr

ict

Ch

an

ge

in V

olu

me

Act

ua

l 2

01

6 v

s.

20

17

Pro

ject

ed

20

16

Rev

enu

es2

01

6 U

na

dju

sted

Vo

lum

es

20

17

Vo

lum

e

(Pro

ject

ed)

20

17

To

ll R

even

ue

(Pro

ject

ed)

Ch

an

ge

in R

even

ue

Act

ua

l 2

01

6

vs.

20

17

Pro

ject

ed

4747

Page 52: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

2016 Unadjusted Volumes 2016 Revenue

1 Trenton-Morrisville 9,002,450 15,655,961.45$

1 New Hope-Lambertville 1,963,051 3,186,184.35$

2 Interstate 78 12,039,790 60,920,946.76$

2 Easton-Phillipsburg 5,415,710 9,116,622.31$

3 Portland-Columbia 1,280,854 2,483,384.01$

3 Delaware Water Gap 9,790,584 33,069,055.08$ 3 Milford-Montague 1,340,787 1,658,865.76$

Total 40,833,226 126,091,019.72$

Net Toll Revenue (From above) 126,091,019.72$

Toll Violation Enforcement Revenue1

2,548,377.27$

E-ZPass Service Fees 1,029,154.06$

Interest Income 1,093,834.39$

Other Income 407,272.81$

1. Total Revenue - 2016 131,169,658.25$

2. Operating Expenses - 2016 55,983,936.72$

3. Net Revenue (Line 1 - Line 2) 75,185,721.53$

4. Annual Debt Service 28,350,906.00$

5. 130% of Annual Debt Service 36,856,177.80$

6. Calcuated Debt (Line 3 / Line 4) 2.65

District Bridge

Table 21: Actual Revenue and Expenditures for 2016

Therefore, the requirement that the Debt Service Coverage Ratio be not less

than 1.30 of the Annual Debt Service has been met, satisfying the requirements

of the current Commission's Bond Indenture, Section 501(a)(1).

Service Coverage Ratio

1This represents income that is used as a partial offset for the maintenance of the

violation enforcement system, the operation of the violation process center, and

violations.

48

Page 53: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

2017 Volume 2017 Revenue

1 Trenton-Morrisville 9,586,734 $16,328,300.91

1 New Hope-Lambertville 1,965,719 3,233,897.34$

2 Interstate 78 12,246,061 63,745,174.26$

2 Easton-Phillipsburg 5,148,746 8,588,684.63$

3 Portland-Columbia 1,227,989 2,417,558.04$

3 Delaware Water Gap 9,730,763 32,938,288.95$ 3 Milford-Montague 1,315,836 1,634,134.73$

Total 41,221,848 $128,886,038.85

Net Toll Revenue (From above) $128,886,038.85

Toll Violation Enforcement Revenue1

2,200,000.00$

E-ZPass Service Fee Estimate (2017 Budgeted) 1,050,000.00$

Interest Income (2017 Budgeted) 2,000,000.00$ Other Income (2017 Budgeted) 410,000.00$

1. Total Projected Revenue - 2017 $134,546,038.852. Operating Expenses - 2017 (2017 Budgeted) 60,740,819.00$

3. Net Revenue (Line 1 - Line 2) 73,805,219.85$

4. Annual Debt Service (2016 Budgeted) 36,145,281.00$

5. 130% of Annual Debt Service 46,988,865.30$

6. Calcuated Debt (Line 3 / Line 4) 2.04

Table 22: Projected Revenue and Expenditures for 2017

District Bridge

Service Coverage Ratio

1This represents income that is used as a partial offset for the

maintenance of the violation enforcement system, the operation of the

violation process center, and violations.

Therefore, the requirement that the Debt Service Coverage Ratio be

not less than 1.30 of the Annual Debt Service has been met, satisfying

the requirements of the current Commission's Bond Indenture, Section

501(a)(1).

49

Page 54: 2016 TRAFFIC ENGINEERING REPORT - DRJTBC€¦ · The first phase of the interchange project consists of ten construction contracts, which will continue through 2017. Prior to 2014,

District Bridge2016 Projected

Volume

2016 Actual

Volume

2017 Projected

Volume

1 Trenton-Morrisville 8,819,164 9,002,450 9,586,734

1 New Hope-Lambertville 1,973,521 1,963,051 1,965,719

2 Interstate 78 12,073,345 12,039,790 12,246,061

2 Easton-Phillipsburg 5,160,496 5,415,710 5,148,746

3 Portland-Columbia 1,269,408 1,280,854 1,227,989

3 Delaware Water Gap 9,740,813 9,790,584 9,730,763

3 Milford-Montague 1,351,132 1,340,787 1,315,836

Total 40,387,879 40,833,226 41,221,8482016 Projected

Revenue

2016 Actual

Revenue

2017 Projected

Revenue

Net Toll Revenue (From above) 126,399,693.96$ 126,091,019.72$ $128,886,038.85

Toll Violation Enforcement Revenue 1,623,000.00$ 2,548,377.27$ 2,200,000.00$

E-ZPass Service Fees 1,133,000.00$ 1,029,154.06$ 1,050,000.00$

Interest Income 1,157,000.00$ 1,093,834.39$ 2,000,000.00$

Other Income 426,000.00$ 407,272.81$ 410,000.00$

1. Total Revenue 130,738,693.96$ 131,169,658.25$ $134,546,038.85

2. Operating Expenses 61,472,981.00$ 55,983,936.72$ 60,740,819.00$

3. Net Revenue (Line 1 - Line 2) 69,265,712.96$ 75,185,721.53$ 73,805,219.85$

4. Annual Debt Service 29,080,420.00$ 28,350,906.00$ 36,145,281.00$

5. 130% of Annual Debt Service 37,804,546.00$ 36,856,177.80$ 46,988,865.30$

6. Calculated Debt (Line 3 / Line 4) 2.38 2.65 2.04

Service Coverage

Table 23: Projected vs. Actual Revenue and Expenditures

50