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Bridge Statistics for Philadelphia, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 1,129Number of bridges
  • 18,571m60,928ftTotal length
  • $1,028,000Total costs
  • 31,073,566Total average daily traffic
  • 1,779,642Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Philadelphia
  • No street view available for this location

New bridges - Historical Statistics

  • 53Before 1900
  • 471900-1909
  • 431910-1919
  • 381920-1929
  • 581930-1939
  • 161940-1949
  • 1591950-1959
  • 2571960-1969
  • 2261970-1979
  • 1411980-1989
  • 481990-1999
  • 242000-2009
  • 192010-2015

Reconstructed bridges - Historical Statistics

  • 1Before 1900
  • 01900-1909
  • 21910-1919
  • 01920-1929
  • 21930-1939
  • 21940-1949
  • 201950-1959
  • 111960-1969
  • 371970-1979
  • 521980-1989
  • 411990-1999
  • 232000-2009
  • 232010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 38718,  Location: BROAD ST.INTERCH. 3700C07 (Lat: 39.900000,  Lng: -75.173333),  Route carried "on" structure: Ramp State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 6,280 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,752 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TERMINAL AVENUE,  Facility Carried by Structure: RAMP D S.B. OFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.80m (32.15ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Critical Feature Inspection Date: June 13,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38719,  Location: BROAD ST.INTERCH. 3700C07 (Lat: 39.898333,  Lng: -75.171667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 6,280 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,752 (year 2032),  Design Load: HS 20,  Features Intersected: FUTURE SUBWAY EXTENSION,  Facility Carried by Structure: RAMP D S.B. OFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3872,  Location: .2MI.N.OLNEY AVE. 3481B05 (Lat: 40.036250,  Lng: -75.113667),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 15,750 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,913 (year 2032),  Design Load: H 20,  Features Intersected: TACONY CREEK,  Facility Carried by Structure: RISING SUN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.811,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38721,  Location: 1MI.N.OLNEY AVE. 3481C04 (Lat: 40.040750,  Lng: -75.107722),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 13,797 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,532 (year 2032),  Design Load: HS 20,  Features Intersected: CONRAIL TRACKS REMOVED,  Facility Carried by Structure: RISING SUN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.852,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38722,  Location: 1.1MI.S.WELSH RD. 3372A07 (Lat: 40.086000,  Lng: -75.060250),  Route carried "on" structure: State highway ,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 16,498 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,430 (year 2032),  Design Load: H 20,  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: VEREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.307,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 38724,  Location: WEST TRAIN STATION3481B04 (Lat: 40.041750,  Lng: -75.112917),  Route carried "on" structure: State highway ,  Year Built: 1901,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 16,607 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,048 (year 2032),  Design Load: H 15,  Features Intersected: TACONY CREEK,  Facility Carried by Structure: ADAMS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.167,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Superstructure: Serious,  Substructure: Serious,  Channel: Serious,  Operating Rating: 48.9 metric tons,  Inventory Rating: 24.4 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 7 months,  Inspection Date: March 14,  Underwater Inspection Date: April 14,  Other Special Inspection Date: August 14,  Total Project Cost: $1,000
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Structure Number: 3873,  Location: .6MI.S.ROOSEVELT 3481C07 (Lat: 40.022139,  Lng: -75.112367),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 22,118 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,434 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TACONY CREEK;ACCESS RD.,  Facility Carried by Structure: WHITAKER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.557,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38733,  Location: BW10/1TH ST 3480G09 (Lat: 40.008361,  Lng: -75.145286),  Route carried "on" structure: State highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 9,820 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,419 (year 2032),  Design Load: HS 25,  Features Intersected: CONRAIL'RICHMOND BRANCH,  Facility Carried by Structure: ERIE AVENUE AT 11T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.650,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 95.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 38734,  Location: BETWEEN 3RD & 5TH 3480J09 (Lat: 40.006750,  Lng: -75.133194),  Route carried "on" structure: State highway ,  Year Built: 1896,  Status: Posted for load,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 15,228 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,343 (year 2032),  Features Intersected: CONRAIL(TRACKS REMOVED),  Facility Carried by Structure: ERIE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.404,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 23.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 14,  Critical Feature Inspection Date: May 14,  Other Special Inspection Date: November 13,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Closed Grating
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Structure Number: 38735,  Location: BTWN.3RD & 5TH ST.3480J09 (Lat: 40.006694,  Lng: -75.132622),  Route carried "on" structure: State highway ,  Year Built: 1917,  Status: Posted for load,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 15,228 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,343 (year 2032),  Features Intersected: CONRAIL(TRACK REMOVED),  Facility Carried by Structure: ERIE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.404,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 46.2 metric tons,  Inventory Rating: 27.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38737,  Location: AT FRANKFORD AVE. 3481F10 (Lat: 40.005278,  Lng: -75.092778),  Route carried "on" structure: State highway ,  Year Built: 1916,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 11,270 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,249 (year 2032),  Features Intersected: FRANKFORD CREEK,  Facility Carried by Structure: TORRESDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.895,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Critical Feature Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 38742,  Location: HOLMESBURG PRISON 3482G05 (Lat: 40.036833,  Lng: -75.022306),  Route carried "on" structure: State highway ,  Year Built: 1896,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 13,565 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,238 (year 2032),  Design Load: HS 20,  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: TORRESDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.142,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 9999.9m (32,808.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 38744,  Location: ACADEMY RD.EXT. 3482K03 (Lat: 40.048333,  Lng: -75.003333),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 13,633 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,162 (year 2032),  Design Load: HS 20,  Features Intersected: ACADEMY ROAD,  Facility Carried by Structure: TORRESDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.083,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38752,  Location: S.WYOMING AVENUE 3481E08 (Lat: 40.015583,  Lng: -75.097389),  Route carried "on" structure: State highway ,  Year Built: 1949,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 18,396 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,601 (year 2032),  Design Load: H 20,  Features Intersected: FRANKFORD CREEK,  Facility Carried by Structure: CASTOR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.200,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38756,  Location: STATE/PRISON RD.3482H05 (Lat: 40.033194,  Lng: -75.018358),  Route carried "on" structure: State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 11,513 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,912 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.823,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38758,  Location: PHILA-BUCKS LINE 3483C02 (Lat: 40.053667,  Lng: -74.982306),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 10,681 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,286 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POQUESSING CREEK,  Facility Carried by Structure: STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.747,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3876,  Location: FRANKFORD ARSENAL 3481K10 (Lat: 40.005000,  Lng: -75.070000),  Route carried "on" structure: State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 10,811 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,738 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH FRANKFORD CREEK,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 48.9 metric tons,  Inventory Rating: 31.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38765,  Location: 2MILES S.WELSH RD.3372C08 (Lat: 40.076194,  Lng: -75.045100),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 24,711 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,960 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: BUSTLETON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.061,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38766,  Location: NEAR ASHTON ROAD 3482G01 (Lat: 40.061333,  Lng: -75.020611),  Route carried "on" structure: State highway ,  Year Built: 1953,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 11,301 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,139 (year 2032),  Design Load: HS 20,  Features Intersected: WOODEN BRIDGE RUN,  Facility Carried by Structure: WILLITS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.481,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 38767,  Location: .2MI.SE.WELSH RD. 3372F10 (Lat: 40.065417,  Lng: -75.025678),  Route carried "on" structure: State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 11,673 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,238 (year 2032),  Design Load: HS 20,  Features Intersected: CONRAIL;BUSTLETON BRANCH,  Facility Carried by Structure: WILLITS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.580,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38769,  Location: AT ALBURGER AVENUE3372C06 (Lat: 40.089917,  Lng: -75.046683),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 11,004 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,633 (year 2032),  Design Load: HS 20,  Features Intersected: PAULS RUN,  Facility Carried by Structure: WELSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.336,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38773,  Location: I-95 & ACADEMY RD.3483A03 (Lat: 40.048333,  Lng: -75.000000),  Route carried "on" structure: State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 28,612 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,222 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: ACADEMY RD EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 38775,  Location: NEAR COMLY ROAD 3373C06 (Lat: 40.089111,  Lng: -74.985175),  Route carried "on" structure: State highway ,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 16,634 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,483 (year 2032),  Design Load: HS 20,  Features Intersected: WALTONS RUN CREEK,  Facility Carried by Structure: ACADEMY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.860,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38777,  Location: NEAR NEWBERRY ROAD3373C06 (Lat: 40.091833,  Lng: -74.982292),  Route carried "on" structure: State highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 10,685 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,303 (year 2032),  Design Load: HS 20,  Features Intersected: BYBERRY CREEK,  Facility Carried by Structure: ACADEMY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.860,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38779,  Location: NEAR DUNGAN ROAD 3371K09 (Lat: 40.068833,  Lng: -75.068353),  Route carried "on" structure: State highway ,  Year Built: 1905,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 19,323 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,431 (year 2032),  Design Load: HS 25,  Features Intersected: CSX N.Y.SHORT LINE,  Facility Carried by Structure: RHAWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.741,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3878,  Location: .5MI.S.ROOSEVELT 3482D02 (Lat: 40.052639,  Lng: -75.040183),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 16,103 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,461 (year 2032),  Design Load: H 15,  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: RHAWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.765,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Total Project Cost: $1,000
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Structure Number: 38781,  Location: .7MI.N.FRANKFORD 3482E03 (Lat: 40.048333,  Lng: -75.033333),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 16,103 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,461 (year 2032),  Design Load: H 15,  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: RHAWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.765,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Underwater Inspection Date: April 14
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Structure Number: 38786,  Location: NEAR FRANKFORD AV.3373C10 (Lat: 40.065250,  Lng: -74.982378),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 14,859 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,910 (year 2032),  Design Load: H 20,  Features Intersected: BYBERRY CREEK,  Facility Carried by Structure: KNIGHTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14
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Structure Number: 38788,  Location: FRANKLIN MILLS MAL3373E07 (Lat: 40.085000,  Lng: -74.971667),  Route carried "on" structure: State highway ,  Year Built: 1965,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 14,859 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,910 (year 2032),  Design Load: HS 20,  Features Intersected: WOODHAVEN RD,  Facility Carried by Structure: KNIGHTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.820,  Lanes on structure: 6,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3879,  Location: BUCKS COUNTY LINE 3373G05 (Lat: 40.096583,  Lng: -74.958919),  Route carried "on" structure: State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 18,535 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,961 (year 2032),  Design Load: HS 20,  Features Intersected: POQUESSING CREEK,  Facility Carried by Structure: KNIGHTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.413,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 38791,  Location: NR.WINDCHESTERAVE.3482E01 (Lat: 40.057778,  Lng: -75.036972),  Route carried "on" structure: State highway ,  Year Built: 1918,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 16,875 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,074 (year 2032),  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: HOLME AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.763,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 55.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 14,  Underwater Inspection Date: June 14
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Structure Number: 38793,  Location: NEAR LONGFORD RD 3482G01 (Lat: 40.056417,  Lng: -75.023556),  Route carried "on" structure: State highway ,  Year Built: 1921,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 16,875 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,074 (year 2032),  Design Load: H 20,  Features Intersected: WOODEN BRIDGE RUN,  Facility Carried by Structure: HOLME AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.518,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Total Project Cost: $1,000
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Structure Number: 38794,  Location: PHILADELPHIA 3483A03 (Lat: 40.048333,  Lng: -75.998333),  Route carried "on" structure: State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 15,780 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,051 (year 2032),  Design Load: HS 20,  Features Intersected: INTERSTATE 95;RAMP G,  Facility Carried by Structure: LINDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.945,  Lanes on structure: 2,  Lanes under structure: 21,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38799,  Location: .5MI.EAST ROUTE 1 3372H09 (Lat: 40.074083,  Lng: -75.017436),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 34,883 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,204 (year 2032),  Design Load: HS 20,  Features Intersected: WOODEN BRIDGE RUN,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.509,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 388,  Location: 500FT.ASHTON RD 3372J09 (Lat: 40.071028,  Lng: -75.011550),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 34,883 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,204 (year 2032),  Design Load: HS 20,  Features Intersected: WOODEN BRIDGE RUN,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.509,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 78.0 metric tons,  Inventory Rating: 46.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Underwater Inspection Date: July 13
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Structure Number: 38801,  Location: .5MI.N.FRANKFORD 3373A10 (Lat: 40.064056,  Lng: -74.998481),  Route carried "on" structure: State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 14,965 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,175 (year 2032),  Design Load: HS 20,  Features Intersected: BYBERRY CREEK,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.456,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 38802,  Location: .25MI.N.FRANKFORD 3483A01 (Lat: 40.062333,  Lng: -74.995400),  Route carried "on" structure: State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 14,965 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,175 (year 2032),  Design Load: HS 20,  Features Intersected: BYBERRY CREEK,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.456,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38805,  Location: .3MI.WEST OF US-1 3372K03 (Lat: 40.110000,  Lng: -75.000000),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 20,345 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,305 (year 2032),  Design Load: HS 20,  Features Intersected: BYBERRY CREEK,  Facility Carried by Structure: WOODHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14
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Structure Number: 38824,  Location: NR.BETSY ROSS INTE3591G02 (Lat: 39.993333,  Lng: -75.081667),  Route carried "on" structure: State highway ,  Year Built: 1956,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 16,208 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,549 (year 2032),  Design Load: HS 25,  Features Intersected: FRANKFORD CREEK,  Facility Carried by Structure: RICHMOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 38829,  Location: NEAR ALLEGHENY AVE3590H01 (Lat: 39.961139,  Lng: -75.146836),  Route carried "on" structure: State highway ,  Year Built: 1918,  Status: Posted for load,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 12,532 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,062 (year 2032),  Design Load: H 20,  Features Intersected: CONRAIL;RICHMOND BRANCH,  Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.165,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 14,  Critical Feature Inspection Date: June 14,  Other Special Inspection Date: July 13,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3883,  Location: S.TIOGA ST;N.PHILA3480H10 (Lat: 39.998917,  Lng: -75.139061),  Route carried "on" structure: State highway ,  Year Built: 1922,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 11,841 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,971 (year 2032),  Design Load: HS 20,  Features Intersected: AMTRAK MAIN LINE N-S,  Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.183,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Critical Feature Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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