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

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Structure Number: 2459,  Location: 301113 OFF RT 51 S (Lat: 40.410436,  Lng: -80.005394),  Route carried "on" structure: City street ,  Year Built: 1909,  Status: Closed,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 30 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2030),  Design Load: H 20,  Features Intersected: SAW MILL RUN CREEK,  Facility Carried by Structure: TIMBERLAND AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Imminent failure,  Superstructure: Imminent failure,  Substructure: Serious,  Channel: Poor,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $107,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 246,  Location: 301114 TROY HILL ROAD (Lat: 40.458000,  Lng: -79.987978),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,000 (year 2040),  Features Intersected: HILLSIDE,  Facility Carried by Structure: TROY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $71,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2461,  Location: 301115 28 ST BR PGH & PAT (Lat: 40.455964,  Lng: -79.973347),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1974,  Status: Posted for load,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 6,500 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,150 (year 2019),  Design Load: HS 20,  Features Intersected: N-S RR /PAT/SASSAFRAS ST,  Facility Carried by Structure: TWENTY EIGHTH ST
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 64.0m (210.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $64,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $869,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2462,  Location: 301118 AT WEST PARK (Lat: 40.451597,  Lng: -80.010697),  Route carried "on" structure: Business State highway ,  Year Built: 1903,  Year Reconstructed: 1958,  Status: Closed,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 6,896 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2030),  Design Load: H 15,  Features Intersected: NORFOLK SOUTHERN R/R,  Facility Carried by Structure: WEST OHIO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Railroad,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Serious,  Superstructure: Critical,  Substructure: Poor,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 0.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $93,000,  Roadway Improvement Cost: $273,000,  Total Project Cost: $1,251,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2463,  Location: 301120 WOOD STREET BRIDGE (Lat: 40.437303,  Lng: -80.002686),  Route carried "on" structure: Ramp City street ,  Year Built: 1939,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,000 (year 2037),  Design Load: HS 20,  Features Intersected: I-376 WB (PARKWAY EAST),  Facility Carried by Structure: WOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $588,000,  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: 2466,  Location: 301123 SYCAMORE ST (PGH) (Lat: 40.430606,  Lng: -80.002106),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 1,700 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,870 (year 2041),  Design Load: HS 20,  Features Intersected: RAVINE,  Facility Carried by Structure: SYCAMORE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.9 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,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2467,  Location: 301125 GOETTMAN STREET (Lat: 40.458700,  Lng: -79.987128),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 180 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 200 (year 2043),  Features Intersected: HILLSIDE,  Facility Carried by Structure: GOETTMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $147,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2468,  Location: 301130 OVER ALLEGH VAL RR (Lat: 40.467753,  Lng: -79.907683),  Route carried "on" structure: City street ,  Year Built: 1904,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,800 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ALLEGHENY VALLEY RR,  Facility Carried by Structure: LARIMER AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 98.9 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: Equal to present minimum criteria,  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: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $35,000,  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: 2469,  Location: 200 FT SW of SR 0885 (Lat: 40.383244,  Lng: -79.931378),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 11 (year 2043),  Design Load: HS 20,  Features Intersected: IRWINS RUN,  Facility Carried by Structure: HILLBURNE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 3.8m (12.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 247,  Location: 301831 E LIBERTY BLVD NB (Lat: 40.464794,  Lng: -79.918847),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 6,635 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,635 (year 2043),  Design Load: HS 20,  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: E LIBERTY(NB) BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $70,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2471,  Location: 301931 E LIBERTY BLVD SB (Lat: 40.464636,  Lng: -79.918978),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 6,635 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,300 (year 2041),  Design Load: HS 20,  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: E LIBERTY(SB) BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 59.0 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 replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $91,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2472,  Location: P50001 CENTRE AVE-EB0203 (Lat: 40.454597,  Lng: -79.942897),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 5,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2030),  Design Load: HS 20,  Features Intersected: EAST BUSWAY & N-S RR,  Facility Carried by Structure: CENTRE AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Operating Rating: 89.8 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: May 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $307,000,  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: 2473,  Location: P50002 PENN AVE BRDG-EB03 (Lat: 40.460000,  Lng: -79.921097),  Route carried "on" structure: State highway 380,  Year Built: 1981,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 19,728 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,000 (year 2028),  Design Load: HS 20,  Features Intersected: EAST BUSWAY,N-S RR,  Facility Carried by Structure: PENN AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.215,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 2474,  Location: P50010 PGH - 7TH AVE (Lat: 40.441925,  Lng: -79.994289),  Route carried "on" structure: Ramp City street ,  Year Built: 1925,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 12,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,500 (year 2030),  Design Load: HS 20,  Features Intersected: PAT LRT SPUR LINE,  Facility Carried by Structure: SEVENTH AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Local Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $76,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2503,  Location: MA12 HOMESTEAD HIGH LEV (Lat: 40.410758,  Lng: -79.918739),  Route carried "on" structure: County highway ,  Year Built: 1936,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 94.76m (310.89ft),  Average Daily Traffic: 35,235 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,800 (year 2026),  Design Load: HS 20,  Features Intersected: MON,CSX,N&S,WF DR,5&7,  Facility Carried by Structure: HOMESTD HIGHLVL BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 999.7m (3,279.9ft), Horizontal Clearance: 9999.9m (32,808.1ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 13,  Length of Maximum Span: 162.8m (534.1ft),  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: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.2 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: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 94.80m (311.02ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: June 2017,  Bridge Improvement Cost: $1,270,000,  Roadway Improvement Cost: $3,739,000,  Total Project Cost: $17,140,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2504,  Location: BC01 BECKS RUN NO. 1 (Lat: 40.410067,  Lng: -79.959844),  Route carried "on" structure: County highway ,  Year Built: 1946,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 13,104 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,284 (year 2028),  Features Intersected: BECKS RUN,  Facility Carried by Structure: BECKS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 2505,  Location: BC02 BECKS RUN NO. 2 (Lat: 40.409717,  Lng: -79.962694),  Route carried "on" structure: County highway ,  Year Built: 1946,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 400 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 420 (year 2026),  Features Intersected: BECKS RUN,  Facility Carried by Structure: BAJO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  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: 7.4m (24.3ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $123,000

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Structure Number: 2506,  Location: BC03 BECKS RUN NO. 3 (Lat: 40.408122,  Lng: -79.965186),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 12,757 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,000 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: BECKS RUN,  Facility Carried by Structure: BECKS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 2507,  Location: BC06 BECK'S RUN NO.6 (Lat: 40.402725,  Lng: -79.978350),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 12,757 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,000 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: BECKS RUN,  Facility Carried by Structure: BECKS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 2511,  Location: SW09 SAW MILL RUN NO. 9 (Lat: 40.378081,  Lng: -80.004044),  Route carried "on" structure: County highway ,  Year Built: 1932,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 15,683 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,211 (year 2039),  Features Intersected: SAW MILL RUN,  Facility Carried by Structure: MCNEILLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal 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: November 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $52,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2731,  Location: NORTH OF LIBERTY BR. (Lat: 40.436378,  Lng: -79.995150),  Route carried "on" structure: Ramp State highway ,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 17.92m (58.79ft),  Average Daily Traffic: 4,979 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,417 (year 2032),  Design Load: HS 20,  Features Intersected: CROSSTOWN BLVD,  Facility Carried by Structure: RAMP G
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 17.90m (58.73ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $1,386,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2732,  Location: SR0579 SB TO LIBERTY BR (Lat: 40.437806,  Lng: -79.994378),  Route carried "on" structure: Ramp State highway ,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 18.32m (60.10ft),  Average Daily Traffic: 10,555 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,226 (year 2034),  Design Load: HS 20,  Features Intersected: CROSSTOWN BLVD,  Facility Carried by Structure: RAMP J
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 18.40m (60.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $417,000,  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: 2733,  Location: RP. FROM BLVD.TO SR579 NB (Lat: 40.433333,  Lng: -79.988333),  Route carried "on" structure: Ramp State highway ,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 29.75m (97.60ft),  Average Daily Traffic: 12,854 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,836 (year 2032),  Design Load: HS 20,  Features Intersected: CROSSTOWN BLVD,  Facility Carried by Structure: RAMP K
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 29.70m (97.44ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $203,000,  Roadway Improvement Cost: $598,000,  Total Project Cost: $2,742,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2739,  Location: RP.FROM LIB.BR.TO SR579NB (Lat: 40.433333,  Lng: -79.988333),  Route carried "on" structure: Ramp State highway ,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 12,211 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,091 (year 2032),  Design Load: HS 20,  Features Intersected: FORBES AVE, DIAMOND ST.,  Facility Carried by Structure: RAMP L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.50m (34.45ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  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: 2741,  Location: Birmingham Bridge (Lat: 40.433333,  Lng: -79.966667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 36.88m (121.00ft),  Average Daily Traffic: 4,458 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,403 (year 2032),  Design Load: HS 20,  Features Intersected: BRADY ST AND RAMP T,  Facility Carried by Structure: RAMP V
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 55.5m (182.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 37.40m (122.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $675,000,  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: 2742,  Location: Birmingham Bridge (Lat: 40.441667,  Lng: -79.966667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 32.13m (105.41ft),  Average Daily Traffic: 11,205 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,961 (year 2032),  Design Load: HS 20,  Features Intersected: OVER I376,SR2085 RAMPS,  Facility Carried by Structure: RAMP T
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 32.60m (106.96ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $102,000,  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: 2743,  Location: Birmingham Bridge (Lat: 40.441667,  Lng: -79.975000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 7,534 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,313 (year 2032),  Design Load: HL 93,  Features Intersected: RAMP E AND BRADY ST.,  Facility Carried by Structure: RAMP U
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $469,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2745,  Location: Birmingham Bridge (Lat: 40.433333,  Lng: -79.983333),  Route carried "on" structure: Ramp State highway ,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 5,199 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,886 (year 2032),  Design Load: HS 20,  Features Intersected: RAMP S E,F AND BRADY ST,  Facility Carried by Structure: RAMP R
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.50m (41.01ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $269,000,  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: 2749,  Location: RAMP TO BATES STREET (Lat: 40.432519,  Lng: -79.958956),  Route carried "on" structure: Ramp State highway ,  Year Built: 1953,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 2,942 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,110 (year 2032),  Design Load: HS 20,  Features Intersected: HODGE STREET,  Facility Carried by Structure: RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: High priority of corrective action,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $72,000,  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: 2752,  Location: SQUIRREL HILL INTERCHANGE (Lat: 40.428333,  Lng: -79.928333),  Route carried "on" structure: Ramp State highway ,  Year Built: 1952,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 13,832 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,955 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: RAMP A_D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $496,000,  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: 2753,  Location: SQUIRREL HILL INTERCHANGE (Lat: 40.428447,  Lng: -79.929544),  Route carried "on" structure: Ramp State highway ,  Year Built: 1952,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 12,066 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,972 (year 2032),  Design Load: HS 20,  Features Intersected: BEECHWOOD BLVD,  Facility Carried by Structure: RAMP E 8008 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $81,000,  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: 2807,  Location: BEHIND FORT PITT GARAGE (Lat: 40.431531,  Lng: -80.027611),  Route carried "on" structure: Ramp State highway ,  Year Built: 1953,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 9,683 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,595 (year 2031),  Design Load: HS 20,  Features Intersected: SR 0051, RAMP C,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 46.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 11.60m (38.06ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $846,000,  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: 2809,  Location: BEHIND FORT PITT GARAGE (Lat: 40.431717,  Lng: -80.027714),  Route carried "on" structure: Ramp State highway ,  Year Built: 1953,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 14,855 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,428 (year 2032),  Design Load: HS 20,  Features Intersected: SAW MILL RUN,  Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 66.2 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,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $62,000

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Structure Number: 2811,  Location: Fort Pitt Bridge (Lat: 40.438153,  Lng: -80.014278),  Route carried "on" structure: Ramp State highway ,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 21.88m (71.78ft),  Average Daily Traffic: 7,448 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,150 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0837 NB SB,  Facility Carried by Structure: RP B FROM W CARSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 84.4 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: High priority of replacement,  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: 21.90m (71.85ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: April 2017,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $605,000,  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: 2813,  Location: Fort Pitt Bridge (Lat: 40.438714,  Lng: -80.014819),  Route carried "on" structure: Ramp State highway ,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 28.50m (93.50ft),  Average Daily Traffic: 4,411 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,288 (year 2032),  Design Load: HS 20,  Features Intersected: ADJ. WEST CARSON STREET,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 51.5m (169.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 48.1 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: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 28.50m (93.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: April 2017,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $1,013,000,  Total Project Cost: $4,644,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing