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

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Structure Number: 35038002100106,  Location: MOSCOW BORO OVER TR 690 (Lat: 41.335000,  Lng: -75.556667),  Route carried "on" structure: Interstate 380,  Year Built: 1975,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 8,601 (year 2008),  Truck Traffic: 26%,  Average Future Daily Traffic: 962 (year 2025),  Design Load: H 15,  Features Intersected: SR 0690 TR 690
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.085,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 72.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $555,000 ( Estimate for 2005),  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: 35038002110102,  Location: MOSCOW BORO OVER TR 690 (Lat: 41.335000,  Lng: -75.556667),  Route carried "on" structure: Interstate 380,  Year Built: 1975,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 10,687 (year 2008),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,526 (year 2027),  Design Load: H 15,  Features Intersected: SR 0690 TR 690
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.188,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 75.3 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $585,000 ( Estimate for 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: 35043501502987,  Location: MOSCOW BORO 400' S TR 690 (Lat: 41.335444,  Lng: -75.517606),  Route carried "on" structure: State highway 435,  Year Built: 1940,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,752 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,277 (year 2026),  Design Load: HS 20,  Features Intersected: VAN BRUNT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.538,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Underwater Inspection Date: May 2006,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $307,000

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Structure Number: 35069001001236,  Location: MOSCOW BORO 1.2M W TR 435 (Lat: 41.338333,  Lng: -75.541356),  Route carried "on" structure: State highway 690,  Year Built: 1940,  Status: Posted for load-capacity,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,158 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,148 (year 2027),  Design Load: H 15,  Features Intersected: VAN BRUNT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.482,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $254,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 350690013014,  Location: MOSCOW BORO.1M E SR 2005 (Lat: 41.338139,  Lng: -75.515944),  Route carried "on" structure: State highway 690,  Year Built: 2008,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,034 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,206 (year 2028),  Design Load: H 15,  Features Intersected: VAN BRUNDT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.791,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000 ( Estimate for 2008),  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: 35069001301874,  Location: MOSCOW BORO .2M E SR 2005 (Lat: 41.337639,  Lng: -75.514367),  Route carried "on" structure: State highway 690,  Year Built: 1961,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 3,034 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,206 (year 2026),  Design Load: H 15,  Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.791,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.9 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: 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: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $230,000 ( Estimate for 2006),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 350690014,  Location: MOSCOW BORO .2 M E SR2005 (Lat: 41.338444,  Lng: -75.512672),  Route carried "on" structure: State highway 690,  Year Built: 1933,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,034 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,206 (year 2026),  Design Load: H 20,  Features Intersected: BEAR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.538,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $183,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35200500100713,  Location: MOSCOW BORO 713' N TR 690 (Lat: 41.340389,  Lng: -75.515389),  Route carried "on" structure: State highway ,  Year Built: 1958,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,586 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,195 (year 2026),  Design Load: H 15,  Features Intersected: ROARING BROOK,  Facility Carried by Structure: SR 2005 MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State 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: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Underwater Inspection Date: May 2006,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $230,000 ( Estimate for 2006),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35038002100106,  Location: MOSCOW BORO OVER TR 690 (Lat: 41.335000,  Lng: -75.556667),  Route carried "under" structure: State highway 690,  Year Built: 1975,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 5,158 (year 2008),  Truck Traffic: 2%,  Features Intersected: SR 0690 TR 690,  Facility Carried by Structure: SR 0380 I-380 NB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 6.326,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 35038002110102,  Location: MOSCOW BORO OVER TR 690 (Lat: 41.335000,  Lng: -75.556667),  Route carried "under" structure: State highway 690,  Year Built: 1975,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 5,158 (year 2008),  Truck Traffic: 2%,  Features Intersected: SR 0690 TR 690,  Facility Carried by Structure: SR 0380 I-380 SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 6.326,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.5m (54.1ft)