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

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Parts: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20


National Bridge Inventory (NBI) Statistics
Number of bridges: 1,099
Total length: 22,259 meters (73,028ft)
Total costs: $1,077,000
Total average daily traffic: 21,694,837
Total average daily truck traffic: 1,727,104
National Bridge Inventory (NBI) Registered Bridges for Philadelphia
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New bridges - Historical Statistics

  • Before 1900: 50
  • 1900-1909: 44
  • 1910-1919: 43
  • 1920-1929: 45
  • 1930-1939: 51
  • 1940-1949: 13
  • 1950-1959: 161
  • 1960-1969: 255
  • 1970-1979: 224
  • 1980-1989: 135
  • 1990-1999: 43
  • 2000-2009: 23
  • 2010-2012: 12

Reconstructed bridges - Historical Statistics

  • Before 1900: 1
  • 1900-1909: 0
  • 1910-1919: 2
  • 1920-1929: 0
  • 1930-1939: 2
  • 1940-1949: 2
  • 1950-1959: 18
  • 1960-1969: 11
  • 1970-1979: 38
  • 1980-1989: 51
  • 1990-1999: 37
  • 2000-2009: 10
  • 2010-2012: 22

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: 38802,  Location: .25MI.N.FRANKFORD 20A05 (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: 8,092 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,014 (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: 76.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12,  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 09K09 (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: 10,581 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,853 (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: 28.0 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 12
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Structure Number: 38824,  Location: NR.BETSY ROSS INTE.29H05 (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: 15,547 (year 2012),  Truck Traffic: 12%,  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: 81.0 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: March 10,  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 AVE.28K04 (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: 12,774 (year 2012),  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: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 10,  Other Special Inspection Date: July 10,  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.PHILA.28K03 (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: 11,031 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,870 (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: 66.0 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 10,  Critical Feature Inspection Date: May 2002,  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: 38831,  Location: 5TH STREET 17K13 (Lat: 40.003833,  Lng: -75.138067),  Route carried "on" structure: State highway ,  Year Built: 1917,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 14,649 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,420 (year 2032),  Design Load: H 20,  Features Intersected: CONRAIL(TRACKS REMOVED),  Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.215,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 10,  Critical Feature Inspection Date: May 10,  Other Special Inspection Date: May 10,  Total Project Cost: $1,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38833,  Location: ALLEGHENY AVE;6TH 28K03 (Lat: 39.961278,  Lng: -75.148556),  Route carried "on" structure: State highway ,  Year Built: 1925,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 16,061 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,195 (year 2032),  Features Intersected: CONRAIL-RICHMOND BRANCH,  Facility Carried by Structure: 6TH ST&ALLEGHENY A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.534,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 70.4m (231.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Critical Feature Inspection Date: January 2000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 38834,  Location: BTWN.33RD;31TH STS.28C08 (Lat: 39.975000,  Lng: -75.186667),  Route carried "on" structure: State highway ,  Year Built: 1925,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 10,138 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,748 (year 2032),  Design Load: H 20,  Features Intersected: CSX;BELMONT BRANCH,  Facility Carried by Structure: GIRARD AVENUE
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: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.0 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,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Total Project Cost: $1,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38838,  Location: NR.HUNTING PARK AV.29G02 (Lat: 40.005194,  Lng: -75.093033),  Route carried "on" structure: State highway ,  Year Built: 1903,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 12,755 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,038 (year 2032),  Design Load: HS 20,  Features Intersected: FRANKFORD CREEK,  Facility Carried by Structure: FRANKFORD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.535,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 10,  Critical Feature Inspection Date: March 10,  Other Special Inspection Date: March 10,  Total Project Cost: $1,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38842,  Location: NR.DELAWARE EXPWY. 29B08 (Lat: 39.973333,  Lng: -75.125000),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 10,381 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,486 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PILE SUPPORT SLAB,  Facility Carried by Structure: GIRARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.881,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38843,  Location: NR.DELAWARE EXPY. 29B08 (Lat: 39.973333,  Lng: -75.125000),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 2,470 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,106 (year 2032),  Design Load: HS 20,  Features Intersected: ARAMINGO AVE(SPUR A),  Facility Carried by Structure: GIRARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.881,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.80m (48.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  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: 38846,  Location: NR.DELAWARE AVE. 29B08 (Lat: 39.972250,  Lng: -75.123858),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 11,099 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,359 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: GIRARD AVE RELOC & I-95R,  Facility Carried by Structure: ARAMINGO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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 minimum criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38853,  Location: .5.MI.TACONY STR. 29H04 (Lat: 39.998917,  Lng: -75.086667),  Route carried "on" structure: State highway ,  Year Built: 1952,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 14,036 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,217 (year 2032),  Design Load: HS 20,  Features Intersected: FRANKFORD CREEK,  Facility Carried by Structure: ARAMINGO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.806,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  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: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  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: 38857,  Location: NEAR 31ST ST. 28C07 (Lat: 39.982056,  Lng: -75.185681),  Route carried "on" structure: State highway ,  Year Built: 1909,  Status: Posted for load,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 2,306 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,900 (year 2032),  Design Load: H 15,  Features Intersected: AMTRAK,  Facility Carried by Structure: CECIL B.MOORE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 10,  Critical Feature Inspection Date: June 10,  Other Special Inspection Date: June 10,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38889,  Location: N.PHILA.NAVY YARD 37D09 (Lat: 39.900000,  Lng: -75.175000),  Route carried "on" structure: State highway 611,  Year Built: 1969,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 9,151 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,506 (year 2032),  Design Load: HS 20,  Features Intersected: I-95 RAMP A & RAMP C,  Facility Carried by Structure: BROAD STREET S.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 65.5m (214.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38898,  Location: SW.PHILA/DARBY TWP.36C09 (Lat: 39.898833,  Lng: -75.255669),  Route carried "on" structure: State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 12,009 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,717 (year 2032),  Design Load: HS 20,  Features Intersected: DARBY CREEK,  Facility Carried by Structure: 84TH STR & HOOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 280.8m (921.3ft), Horizontal Clearance: 1400.8m (4,595.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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,  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: June 10,  Underwater Inspection Date: December 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing
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Structure Number: 38899,  Location: DRINAGE CANAL 36D10 (Lat: 39.896750,  Lng: -75.251158),  Route carried "on" structure: State highway ,  Year Built: 1915,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 12,009 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,717 (year 2032),  Features Intersected: SW DRAINAGE CANAL,  Facility Carried by Structure: 84TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.315,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 51.7 metric tons,  Inventory Rating: 30.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 389,  Location: AMTRAK & 84TH ST. 36D10 (Lat: 39.893167,  Lng: -75.244403),  Route carried "on" structure: State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 12,009 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,717 (year 2032),  Design Load: HS 20,  Features Intersected: AIRPORT H.S.LINE,  Facility Carried by Structure: 84TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.315,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing
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Structure Number: 38904,  Location: GRAYS FERRY AVE. 37A02 (Lat: 39.939222,  Lng: -75.198247),  Route carried "on" structure: State highway ,  Year Built: 1896,  Year Reconstructed: 1918,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 10,440 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,396 (year 2032),  Features Intersected: CSX RR TUNNELS,  Facility Carried by Structure: 34TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.094,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Railroad,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft)

Condition: Superstructure: Fair,  Substructure: Poor,  Operating Rating: 50.8 metric tons,  Inventory Rating: 25.4 metric tons,  Structural Evaluation: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000
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Structure Number: 38905,  Location: GRAYS FERRY AVENUE 37A01 (Lat: 39.941306,  Lng: -75.197553),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 12,576 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,534 (year 2032),  Design Load: H 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: UNIVERSITY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.094,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Total Project Cost: $1,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38906,  Location: UNIVERSITY AVE. 37A01 (Lat: 39.942000,  Lng: -75.197269),  Route carried "on" structure: State highway ,  Year Built: 1929,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 16.64m (54.59ft),  Average Daily Traffic: 12,576 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,534 (year 2032),  Design Load: H 20,  Features Intersected: SCHUYLKILL RIVER,  Facility Carried by Structure: UNIVERSITY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.082,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.20m (56.43ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 11,  Critical Feature Inspection Date: July 2003,  Underwater Inspection Date: May 11,  Total Project Cost: $1,000,  Deck Structure Type: Open Grating
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Structure Number: 38915,  Location: KINGSESSING PARK 36E04 (Lat: 39.927417,  Lng: -75.237156),  Route carried "on" structure: State highway ,  Year Built: 1910,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 6,155 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,739 (year 2032),  Features Intersected: CSX RAILROAD(MAIN LINE),  Facility Carried by Structure: 65TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Total Project Cost: $2,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38916,  Location: NR.GLENMORE AVENUE 36F04 (Lat: 39.923333,  Lng: -75.233333),  Route carried "on" structure: State highway ,  Year Built: 1913,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 6,155 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,739 (year 2032),  Design Load: H 20,  Features Intersected: AMTRAK (MAIN LINE),  Facility Carried by Structure: 65TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Total Project Cost: $1,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38917,  Location: NR.EASTWICK AVENUE 36H05 (Lat: 39.920000,  Lng: -75.223333),  Route carried "on" structure: State highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 5,016 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,615 (year 2032),  Design Load: HS 20,  Features Intersected: AIRPORT HIGH SPEED LINE,  Facility Carried by Structure: 63RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.717,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 38919,  Location: FAIRMOUNT PARK 27H05 (Lat: 39.993611,  Lng: -75.217761),  Route carried "on" structure: State highway ,  Year Built: 1896,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 9,298 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,969 (year 2032),  Features Intersected: RAMP B PARKSIDE AVE.CITY,  Facility Carried by Structure: BELMONT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.972,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 6.9m (22.6ft),  Right: 6.9m (22.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Inventory Rating: 31.0 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10
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Structure Number: 38921,  Location: CENTER CITY PHILA. 28D12 (Lat: 39.951667,  Lng: -75.183333),  Route carried "on" structure: State highway 3,  Year Built: 1892,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 73.40m (240.81ft),  Average Daily Traffic: 15,328 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,273 (year 2032),  Design Load: HS 25,  Features Intersected: SKL.RIVER,24TH,RR,32,31,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.378,  Lanes on structure: 3,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: September 10,  Underwater Inspection Date: April 2009,  Roadway Improvement 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: 38925,  Location: 20TH ST,CENTER CTY.28E11 (Lat: 39.958861,  Lng: -75.172256),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 10,688 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,979 (year 2032),  Design Load: HS 20,  Features Intersected: VINE STREET EXPRESSWAY,  Facility Carried by Structure: BEN FRANKLIN PARKW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.709,  Lanes on structure: 9,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 10,  Other Special Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38938,  Location: 1MI.W.CITY HALL 28D12 (Lat: 39.953333,  Lng: -75.183333),  Route carried "on" structure: State highway 3,  Year Built: 1912,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 12,265 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,422 (year 2032),  Design Load: HS 20,  Features Intersected: SCHUYLKILL RIVER,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.197,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 53.6m (175.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.50m (41.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 10,  Critical Feature Inspection Date: March 10,  Underwater Inspection Date: April 10,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 38939,  Location: 1MI.W.CITY HALL 28D12 (Lat: 39.953333,  Lng: -75.183333),  Route carried "on" structure: State highway 3,  Year Built: 1901,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 12,265 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,422 (year 2032),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.197,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 33.0 metric tons,  Structural Evaluation: High priority of corrective action,  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: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 10,  Other Special Inspection Date: March 11
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Structure Number: 3894,  Location: .8MI.W.CITY HALL 28D12 (Lat: 39.953333,  Lng: -75.179722),  Route carried "on" structure: State highway 3,  Year Built: 1864,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 12,265 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,422 (year 2032),  Design Load: H 15,  Features Intersected: 24TH STREET,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.197,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 5.0m (16.4ft),  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Operating Rating: 48.0 metric tons,  Inventory Rating: 24.0 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10
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Structure Number: 38941,  Location: PENN'S LANDING TUN.28J13 (Lat: 39.948194,  Lng: -75.142325),  Route carried "on" structure: State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 2,192 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,756 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 95;AND RAMPS,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.279,  Lanes on structure: 2,  Lanes under structure: 40,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 5.2m (17.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38942,  Location: FRONT;DELAWARE AVE.28K12 (Lat: 39.949000,  Lng: -75.149194),  Route carried "on" structure: State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 2,192 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,756 (year 2032),  Design Load: HS 25,  Features Intersected: DELAWARE AVE;RAMP;RR,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.279,  Lanes on structure: 2,  Lanes under structure: 21,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.4m (17.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 38943,  Location: .1MI SE.29TH ST. 28D06 (Lat: 39.982528,  Lng: -75.175069),  Route carried "on" structure: State highway ,  Year Built: 1918,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 8,924 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,221 (year 2032),  Features Intersected: AMTRAK MAIN LINE,N-S,  Facility Carried by Structure: RIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.618,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 99.8 metric tons,  Inventory Rating: 66.2 metric tons,  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: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  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: 38951,  Location: GUSTINE LAKE INTER.27K01 (Lat: 40.014861,  Lng: -75.206514),  Route carried "on" structure: State highway ,  Year Built: 1888,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 8,847 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,124 (year 2032),  Design Load: H 15,  Features Intersected: WISSAHICKON CREEK,  Facility Carried by Structure: RIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.830,  Lanes on structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 46.0 metric tons,  Inventory Rating: 23.0 metric tons,  Structural Evaluation: Meets minimum limits,  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: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Underwater Inspection Date: December 10,  Total Project Cost: $1,000
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Structure Number: 38954,  Location: ROXBOROUGH 16J13 (Lat: 40.017000,  Lng: -75.211356),  Route carried "on" structure: State highway ,  Year Built: 1928,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 16,204 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,375 (year 2032),  Design Load: HS 20,  Features Intersected: SEPTA,  Facility Carried by Structure: RIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.830,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.0 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Critical Feature Inspection Date: October 2002,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38955,  Location: .9MI.SE.CITY 16E05 (Lat: 40.061806,  Lng: -75.238247),  Route carried "on" structure: State highway ,  Year Built: 1955,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 7,182 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,031 (year 2032),  Design Load: HS 20,  Features Intersected: HENRY AVENUE SOUTHBOUND,  Facility Carried by Structure: RIDGE AVENUE N.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.221,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 38958,  Location: 30TH STREET STA. 28D12 (Lat: 39.955000,  Lng: -75.181667),  Route carried "on" structure: Bypass State highway ,  Year Built: 1932,  Status: Open,  Structure Length: 22.68m (74.41ft),  Average Daily Traffic: 10,866 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,663 (year 2032),  Design Load: H 20,  Features Intersected: SCHUYLKILL EXPWY.&AMTRAK,  Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.169,  Lanes on structure: 4,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Operating Rating: 46.0 metric tons,  Inventory Rating: 28.0 metric tons,  Structural Evaluation: High priority of corrective action,  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: 21.80m (71.52ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 10,  Critical Feature Inspection Date: June 2002,  Other Special Inspection Date: July 10,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38961,  Location: GLENWOOD & SEDGLEY 28D06 (Lat: 39.956667,  Lng: -75.180000),  Route carried "on" structure: State highway ,  Year Built: 2004,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 5,287 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,648 (year 2032),  Design Load: HS 25,  Features Intersected: AMTRAK N.E.C.,  Facility Carried by Structure: 29TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.337,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  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: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  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: 38963,  Location: ISLAND;DRAINAGE CN.36F10 (Lat: 39.898389,  Lng: -75.238381),  Route carried "on" structure: State highway ,  Year Built: 1915,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 16,723 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,173 (year 2032),  Design Load: H 15,  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: ISLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.447,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 24.5 metric tons,  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: June 10,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38964,  Location: AIRPORT HIGH SPEED 36E09 (Lat: 39.899389,  Lng: -75.238714),  Route carried "on" structure: State highway ,  Year Built: 1985,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 16,723 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,173 (year 2032),  Design Load: HS 20,  Features Intersected: SEPTA;FRONTAGE ROAD,  Facility Carried by Structure: ISLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.447,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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