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

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Structure Number: 11021907803223,  Location: 1.2 MILE NORTH OF TR 271 (Lat: 40.661222,  Lng: -78.781703),  Route carried "on" structure: US 219,  Year Built: 1900,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,521 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,792 (year 2024),  Design Load: H 15,  Features Intersected: WALNUT RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.527,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $658,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 11027107700824,  Location: 0.1 MILE SOUTH OF TR 219 (Lat: 40.644167,  Lng: -78.778914),  Route carried "on" structure: State highway 271,  Year Built: 1950,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 4,386 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,134 (year 2024),  Design Load: H 15,  Features Intersected: W.BR.SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.777,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $1,010,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11400900702147,  Location: NORTHERN CAMBRIA BORO (Lat: 40.638639,  Lng: -78.767647),  Route carried "on" structure: State highway ,  Year Built: 1900,  Year Reconstructed: 1924,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 877 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,045 (year 2023),  Design Load: H 15,  Features Intersected: FOX RUN,  Facility Carried by Structure: SR 4009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.224,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $765,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11743470824007,  Location: NORTHERN CAMBRIA BORO (Lat: 40.638583,  Lng: -78.760083),  Route carried "on" structure: City street ,  Year Built: 1918,  Year Reconstructed: 1992,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 103 (year 2007),  Average Future Daily Traffic: 132 (year 2027),  Design Load: H 15,  Features Intersected: FOX RUN,  Facility Carried by Structure: 8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 74.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $646,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11743471624006,  Location: NORTHERN CAMBRIA BORO (Lat: 40.638333,  Lng: -78.771667),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 1947,  Status: Posted for load,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 103 (year 2007),  Average Future Daily Traffic: 132 (year 2027),  Design Load: H 15,  Features Intersected: W.BR.SUSQUEHANNA RIVER,  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: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $792,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11743480324002,  Location: NORTHERN CAMBRIA BORO (Lat: 40.663333,  Lng: -78.780000),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 308 (year 2007),  Average Future Daily Traffic: 384 (year 2027),  Features Intersected: WALNUT RUN,  Facility Carried by Structure: COTTONWOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Satisfactory,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $27,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11743481314003,  Location: NORTHERN CAMBRIA BORO (Lat: 40.665000,  Lng: -78.785000),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Posted for load,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 308 (year 2007),  Average Future Daily Traffic: 384 (year 2027),  Design Load: H 15,  Features Intersected: W.BR.SUSQUEHANNA RIVER,  Facility Carried by Structure: MAPLE 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: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $1,187,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11743481334005,  Location: NORTHERN CAMBRIA BORO (Lat: 40.643333,  Lng: -78.783333),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 410 (year 2007),  Average Future Daily Traffic: 526 (year 2027),  Design Load: H 15,  Features Intersected: BROWNS RUN,  Facility Carried by Structure: MOUNTAIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 60.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11743481824004,  Location: NORTHERN CAMBRIA BORO (Lat: 40.666667,  Lng: -78.790000),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 205 (year 2007),  Average Future Daily Traffic: 287 (year 2027),  Design Load: H 15,  Features Intersected: W.BR.SUSQUEHANNA RIVER,  Facility Carried by Structure: REDBUD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $79,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11743481914001,  Location: NORTHERN CAMBRIA BORO (Lat: 40.660944,  Lng: -78.780389),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 307 (year 2007),  Average Future Daily Traffic: 384 (year 2027),  Features Intersected: WALNUT RUN,  Facility Carried by Structure: ST.MARYS 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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $151,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous