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

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Structure Number: 7003603700334,  Location: CITY OF ALTOONA (Lat: 40.482583,  Lng: -78.402278),  Route carried "on" structure: State highway 36,  Year Built: 1952,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 10,111 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,022 (year 2023),  Design Load: H 15,  Features Intersected: MILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.588,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $118,000,  Roadway Improvement Cost: $348,000,  Total Project Cost: $1,595,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7003604,  Location: ALTOONA (Lat: 40.492417,  Lng: -78.406717),  Route carried "on" structure: State highway 36,  Year Built: 1914,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,111 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,022 (year 2023),  Design Load: H 15,  Features Intersected: MILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.848,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $262,000,  Total Project Cost: $651,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 70764011,  Location: ALTOONA,6TH.AVE,31ST.ST. (Lat: 40.495111,  Lng: -78.411697),  Route carried "on" structure: State highway 764,  Year Built: 1909,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 13,314 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,363 (year 2019),  Design Load: H 15,  Features Intersected: MILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.466,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 55.3 metric tons,  Inventory Rating: 33.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $1,105,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7100101600197,  Location: ALTOONA CITY (Lat: 40.499278,  Lng: -78.390392),  Route carried "on" structure: US 220B,  Year Built: 1961,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 14,739 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,975 (year 2023),  Design Load: H 15,  Features Intersected: BRUSH RUN,  Facility Carried by Structure: SR 1001 / BUS 220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.201,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $692,000,  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: 7400300100846,  Location: ALTOONA,LOGAN BLV'D. (Lat: 40.480333,  Lng: -78.404719),  Route carried "on" structure: State highway ,  Year Built: 1962,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 15,051 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,870 (year 2019),  Design Load: H 15,  Features Intersected: MILL RUN,  Facility Carried by Structure: SR 4003
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: 23.2m (76.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 10.7 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  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: 740030030137,  Location: ALTOONA,NORTH LOGAN BLV'D (Lat: 40.493111,  Lng: -78.415769),  Route carried "on" structure: State highway ,  Year Built: 1959,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 15,918 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,379 (year 2023),  Design Load: H 15,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: SR 4003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.633,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 25 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: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.3 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: 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: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $809,000,  Total Project Cost: $3,708,000,  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: 7400300302829,  Location: ALTOONA,BEALE AV,31ST.ST. (Lat: 40.496944,  Lng: -78.416336),  Route carried "on" structure: State highway ,  Year Built: 1958,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 6,550 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,685 (year 2023),  Design Load: H 15,  Features Intersected: MILL RUN,  Facility Carried by Structure: SR 4003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.633,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7400300313007,  Location: ALTOONA,BROAD AVENUE (Lat: 40.497222,  Lng: -78.416856),  Route carried "on" structure: State highway ,  Year Built: 1916,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,368 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,251 (year 2024),  Design Load: H 15,  Features Intersected: MILL RUN,  Facility Carried by Structure: SR 4003, BROAD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.622,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 24.5 metric tons,  Inventory Rating: 18.1 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  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: > 39.9% below),  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $770,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 74004003,  Location: ALTOONA, 58TH STREET (Lat: 40.466611,  Lng: -78.418672),  Route carried "on" structure: State highway ,  Year Built: 1949,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 11,608 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,531 (year 2023),  Design Load: H 15,  Features Intersected: MILL RUN,  Facility Carried by Structure: SR 4004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.912,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $73,000,  Roadway Improvement Cost: $265,000,  Total Project Cost: $984,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7400900110466,  Location: ALTOONA,10TH & UNION AVE. (Lat: 40.511722,  Lng: -78.406861),  Route carried "on" structure: State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 9,236 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,463 (year 2021),  Design Load: H 15,  Features Intersected: PA 36 (UNION AVE),  Facility Carried by Structure: SR 4009 (SBL)
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: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7401000200513,  Location: ALTOONA,17TH.ST.BRIDGE (Lat: 40.512222,  Lng: -78.405864),  Route carried "on" structure: State highway ,  Year Built: 1973,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 18,609 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,015 (year 2019),  Design Load: H 15,  Features Intersected: SR 4009_NORFOLK SO. RR,  Facility Carried by Structure: SR 4010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.143,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.27m (30.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $370,000,  Roadway Improvement Cost: $1,090,000,  Total Project Cost: $4,996,000,  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: 7401300100582,  Location: 7TH STREET BRIDGE (Lat: 4.052944,  Lng: -78.394889),  Route carried "on" structure: State highway ,  Year Built: 1974,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 16.49m (54.10ft),  Average Daily Traffic: 11,651 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,739 (year 2026),  Design Load: H 15,  Features Intersected: NORFOLK SO. RR & 8TH AVE,  Facility Carried by Structure: SR 4013 (NBL)
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 17.31m (56.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  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: 7401300110544,  Location: ALTOONA,8TH ST.BRIDGE (Lat: 40.516861,  Lng: -78.394678),  Route carried "on" structure: State highway ,  Year Built: 1973,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 24.44m (80.18ft),  Average Daily Traffic: 11,168 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,711 (year 2019),  Design Load: H 15,  Features Intersected: SR4009,8TH AVE,NORFOLK S,  Facility Carried by Structure: SR 4013 (SBL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.57m (100.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $741,000,  Roadway Improvement Cost: $2,182,000,  Total Project Cost: $10,002,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7401300401243,  Location: ALTOONA, JUNIATA (Lat: 40.532417,  Lng: -78.386417),  Route carried "on" structure: State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 11,984 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,203 (year 2026),  Design Load: H 15,  Features Intersected: SPRING RUN,  Facility Carried by Structure: SR 4013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.799,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007

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Structure Number: 7401500501286,  Location: ALTOONA,JUNIATA (Lat: 40.538306,  Lng: -78.401703),  Route carried "on" structure: State highway ,  Year Built: 1928,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,440 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,090 (year 2023),  Design Load: H 15,  Features Intersected: SPRING RUN,  Facility Carried by Structure: SR 4015(WOPSNK AV)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.185,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 79.8 metric tons,  Inventory Rating: 48.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $523,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7721004733002,  Location: JUNIATA 8TH.ST.BRIDGE (Lat: 40.538333,  Lng: -78.455000),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 10,200 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,750 (year 2024),  Design Load: H 15,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: TWP.RD.T473
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.20m (43.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $617,000,  Total Project Cost: $2,826,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730170514017,  Location: 5TH.AVE.@ 31ST.STREET (Lat: 40.494361,  Lng: -78.410778),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,993 (year 2007),  Average Future Daily Traffic: 3,113 (year 2027),  Features Intersected: MILL RUN,  Facility Carried by Structure: 5TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 33.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $659,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730170814013,  Location: PARK BLVD,WEST 8TH AVE (Lat: 40.533333,  Lng: -78.391667),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,358 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,698 (year 2026),  Design Load: H 15,  Features Intersected: SPRING RUN,  Facility Carried by Structure: WEST 8TH AVENUE
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 80.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730170914014,  Location: PARK BLVD,WEST 9TH AVE (Lat: 40.533611,  Lng: -78.392167),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 498 (year 2006),  Average Future Daily Traffic: 610 (year 2026),  Design Load: H 15,  Features Intersected: SPRING RUN,  Facility Carried by Structure: WEST 9TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 80.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 773017102402,  Location: 10TH ST @ BRUSH RUN (Lat: 40.507667,  Lng: -78.384111),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,015 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,555 (year 2027),  Features Intersected: BRUSH RUN,  Facility Carried by Structure: 10TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $195,000,  Total Project Cost: $475,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730171224019,  Location: 12TH ST @ BRUSH RUN (Lat: 40.507000,  Lng: -78.385250),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,415 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,211 (year 2029),  Features Intersected: BRUSH RUN,  Facility Carried by Structure: 12TH.STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $602,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730171324018,  Location: 13TH ST @ BRUSH RUN (Lat: 40.505861,  Lng: -78.386222),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,490 (year 2005),  Average Future Daily Traffic: 2,300 (year 2025),  Features Intersected: BRUSH RUN,  Facility Carried by Structure: 13TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $223,000,  Total Project Cost: $540,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730171414015,  Location: 14TH AVE,JUNIATA (Lat: 40.535417,  Lng: -78.397083),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,420 (year 2007),  Average Future Daily Traffic: 1,775 (year 2027),  Features Intersected: SPRING RUN,  Facility Carried by Structure: 14TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $579,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730171424028,  Location: 14th St. over Brush Run (Lat: 40.505000,  Lng: -78.387500),  Route carried "on" structure: City street _,  Year Built: 2004,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 842 (year 2004),  Average Future Daily Traffic: 1,053 (year 2012),  Design Load: H 15,  Features Intersected: Brush Run,  Facility Carried by Structure: 14th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000

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Structure Number: 7730171624022,  Location: 16TH ST @ BRUSH RUN (Lat: 40.501667,  Lng: -78.388333),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,135 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,774 (year 2029),  Design Load: H 15,  Features Intersected: BRUSH RUN CREEK,  Facility Carried by Structure: 16TH STREET
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),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $700,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7730172424001,  Location: 24 1/2 ST,ALTOONA (Lat: 40.506667,  Lng: -78.416667),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 7,668 (year 2007),  Average Future Daily Traffic: 10,707 (year 2027),  Design Load: H 15,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: 24 1/2 STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.02m (9.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $704,000,  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: 773017251401,  Location: 25TH AVE,WEHNWOOD (Lat: 40.536667,  Lng: -78.400000),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,701 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,126 (year 2027),  Design Load: H 15,  Features Intersected: SPRING RUN,  Facility Carried by Structure: 25TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 78.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $676,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730172924002,  Location: 29TH ST.@ BEALE AVENUE (Lat: 40.498333,  Lng: -78.413333),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 4,652 (year 2007),  Average Future Daily Traffic: 5,790 (year 2027),  Design Load: H 15,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: 29TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $147,000,  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: 7730173124003,  Location: 31ST.STREET, ALTOONA (Lat: 40.495000,  Lng: -78.413333),  Route carried "on" structure: City street ,  Year Built: 1995,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,432 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,790 (year 2027),  Design Load: H 15,  Features Intersected: MILL RUN CREEK,  Facility Carried by Structure: 31ST STREET
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),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007

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Structure Number: 7730173724023,  Location: 37 TH ST,ALTOONA (Lat: 40.488333,  Lng: -78.416667),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 4,878 (year 2007),  Average Future Daily Traffic: 6,097 (year 2027),  Design Load: H 15,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: 37TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  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: 7730175824006,  Location: 58TH.ST.& KISSEL AVE. (Lat: 40.476667,  Lng: -78.428333),  Route carried "on" structure: City street ,  Year Built: 1994,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 4,985 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,034 (year 2026),  Design Load: H 15,  Features Intersected: BURGOON RUN,  Facility Carried by Structure: 58TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730180214007,  Location: BROAD AVE @ 58TH STREET (Lat: 40.476667,  Lng: -75.430000),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,378 (year 2007),  Average Future Daily Traffic: 1,695 (year 2027),  Features Intersected: BURGOON RUN,  Facility Carried by Structure: BROAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $784,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730180314011,  Location: COLERIDGE AVE.,ALTOONA (Lat: 40.480000,  Lng: -78.406667),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,124 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,318 (year 2027),  Design Load: H 15,  Features Intersected: MILL RUN CREEK,  Facility Carried by Structure: COLERIDGE AVENUE
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),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 40.8 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $969,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730181514004,  Location: OAK AVE.& 58TH ST,ALTOONA (Lat: 40.428333,  Lng: -78.431667),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 3,153 (year 2007),  Average Future Daily Traffic: 4,926 (year 2027),  Design Load: H 15,  Features Intersected: BURGOON RUN,  Facility Carried by Structure: OAK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  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: 7730181614009,  Location: PARK AVE,WEHNWOOD (Lat: 40.538333,  Lng: -78.406667),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Closed,  Structure Length: 0.73m (2.40ft),  Average Future Daily Traffic: 612 (year 2027),  Design Load: H 15,  Features Intersected: SPRING RUN,  Facility Carried by Structure: PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 29.9 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $488,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730181614012,  Location: PINE AVE AT 31ST STREET (Lat: 40.500000,  Lng: -78.423333),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,546 (year 2007),  Average Future Daily Traffic: 1,933 (year 2027),  Design Load: H 15,  Features Intersected: MILL RUN,  Facility Carried by Structure: PINE AVENUE
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730181614016,  Location: PENN AVENUE,WEHNWOOD (Lat: 40.538472,  Lng: -78.404556),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Closed,  Structure Length: 0.73m (2.40ft),  Average Future Daily Traffic: 510 (year 2027),  Design Load: H 15,  Features Intersected: SPRING RUN,  Facility Carried by Structure: PENN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 29.9 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $488,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730182314005,  Location: W.CHESTNUT AVE.& 31ST.STR (Lat: 40.498333,  Lng: -78.418333),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,802 (year 2007),  Average Future Daily Traffic: 2,228 (year 2027),  Features Intersected: MILL RUN CREEK,  Facility Carried by Structure: WEST CHESTNUT AVE.
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: October 2007,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $589,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730182314008,  Location: WALNUT AVE.@ 31ST.STREET (Lat: 40.500000,  Lng: -78.421667),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,280 (year 2007),  Average Future Daily Traffic: 1,600 (year 2027),  Design Load: H 15,  Features Intersected: MILL RUN CREEK,  Facility Carried by Structure: WALNUT AVENUE
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),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7730182314021,  Location: W.SPRUCE AVE @ 31ST STR. (Lat: 40.500000,  Lng: -78.418333),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,006 (year 2007),  Average Future Daily Traffic: 1,383 (year 2027),  Features Intersected: MILL RUN,  Facility Carried by Structure: WEST SPRUCE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $645,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7400900110466,  Location: ALTOONA,10TH & UNION AVE. (Lat: 40.511722,  Lng: -78.406861),  Route carried "under" structure: State highway 36,  Year Built: 1975,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 15,730 (year 2008),  Truck Traffic: 5%,  Features Intersected: PA 36 (UNION AVE),  Facility Carried by Structure: SR 4009 (SBL)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 30.162,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 7401000200513,  Location: ALTOONA,17TH.ST.BRIDGE (Lat: 40.512222,  Lng: -78.405864),  Route carried "under" structure: State highway ,  Year Built: 1973,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 9,236 (year 2008),  Truck Traffic: 7%,  Features Intersected: SR 4009_NORFOLK SO. RR,  Facility Carried by Structure: SR 4010
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 7401300100582,  Location: 7TH STREET BRIDGE (Lat: 4.052944,  Lng: -78.394889),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 16.49m (54.10ft),  Average Daily Traffic: 50 (year 2005),  Features Intersected: NORFOLK SO. RR & 8TH AVE,  Facility Carried by Structure: SR 4013 (NBL)
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 7401300110544,  Location: ALTOONA,8TH ST.BRIDGE (Lat: 40.516861,  Lng: -78.394678),  Route carried "under" structure: State highway ,  Year Built: 1973,  Structure Length: 24.44m (80.18ft),  Average Daily Traffic: 9,236 (year 2008),  Truck Traffic: 7%,  Features Intersected: SR4009,8TH AVE,NORFOLK S,  Facility Carried by Structure: SR 4013 (SBL)
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.748,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 7401300110544,  Location: ALTOONA,8TH ST.BRIDGE (Lat: 40.516861,  Lng: -78.394678),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 24.44m (80.18ft),  Average Daily Traffic: 1 (year 2003),  Features Intersected: SR4009,8TH AVE,NORFOLK S,  Facility Carried by Structure: SR 4013 (SBL)
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)