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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 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
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
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
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
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).
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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
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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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-
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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.
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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.
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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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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
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
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
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
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
0 a
nd
ava
ilab
le 2
01
1 v
olu
mes.
3.
Up
per
Bla
ck E
dd
y T
SB
clo
sed
fro
m 1
-11
-11
to 5
-20
-11
for
reh
ab
ilita
tion
un
der
Con
tract
N0
. T
S-4
44
A.
Cou
nte
rs n
ot
in s
erv
ice.
5.
Brid
ge c
losed
5-1
-11
to late
5-2
0-1
1 d
ue t
o c
on
str
uction
Con
tract
TS
-44
4A
.
6.
Cou
nte
rs d
ow
n 5
-2-1
1 t
o 5
-9-1
1.
Data
in
terp
ola
ted
.
9.
Low
er
Tre
nto
n T
SB
an
d C
en
tre B
rid
ge-S
tockto
n T
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
-11
. A
ug
ust
20
11
data
in
terp
ola
ted
.
11
. R
ieg
els
ville
TS
B c
ou
nte
rs d
ow
n 1
0-2
9-1
1 t
o 1
0-3
1-1
1.
Data
in
terp
ola
ted
.
12
. C
ou
nte
rs d
ow
n fro
m 1
2-1
-11
to 1
2-3
1-1
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.
Data
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.
Data
in
terp
ola
ted
.
7.
Cou
nte
r d
ow
n 6
-10
-11
to 6
-30
-11
. D
ata
in
tep
ola
ted
.
8.
Cou
nte
r d
ow
n 7
-13
-11
to 7
-19
-11
. D
ata
in
terp
ola
ted
.
14
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
$1,6
34,1
34.7
3
44
1,1
50
,00
0
1,2
00
,00
0
1,2
50
,00
0
1,3
00
,00
0
1,3
50
,00
0
1,4
00
,00
0 20
08
20
09
20
10
20
11
20
12
20
13
20
14
20
15
20
16
20
17
20
18
Toll Vehicles (with adjustments as noted)
Ye
ar
Fig
ure
19
A:
Mil
ford
-Mo
nta
gu
e T
B T
oll
Ve
hic
les
Pa
sse
ng
er
Ca
rsT
ota
l T
oll
Ve
hic
les
45
0
5,0
00
10
,00
0
15
,00
0
20
,00
0
25
,00
0
30
,00
0
35
,00
0
40
,00
0
45
,00
0 20
08
20
09
20
10
20
11
20
12
20
13
20
14
20
15
20
16
20
17
20
18
Toll Vehicles (with adjustments as noted)
Ye
ar
Fig
ure
19
B:
Mil
ford
-Mo
nta
gu
e T
B T
oll
Tru
cks
2-A
xle
Tru
cks
5-A
xle
Tru
cks
To
tal
Tru
cks
4646
Ta
ble
20
: V
olu
me
an
d R
even
ue
Co
mp
ari
son
--
20
16
to
20
17
Dis
tric
t
veh
icle
sperc
ent
dolla
rsperc
ent
1T
rento
n-M
orr
isvill
e9,0
02,4
50
15,6
55,9
61.4
5$
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
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
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
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