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


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 108ft / 33mTotal length
  • $3,746,000Total costs
  • 109,811Total average daily traffic
  • 18,139Total average daily truck traffic
  • 99,320Total future (year 2030) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Cairnbrook
  • No street view available for this location

New bridges in Cairnbrook, PA - historical statistics
  • New bridges - historical statistics
  • 21900-1909
  • 11910-1919
  • 11920-1929
  • 11930-1939
  • 11950-1959
  • 11960-1969
  • 21970-1979
  • 21980-1989
  • 31990-1999
Reconstructed bridges in Cairnbrook, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 01970-1979
  • 11980-1989
  • 21990-1999
  • 22000-2009
  • 12010-2018
Average Bridge Daily Traffic in Cairnbrook, PA
Average Bridge Truck Traffic in Cairnbrook, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 41.7%Good
  • 41.7%Satisfactory
  • 8.3%Fair
  • 8.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Good
  • 25.0%Satisfactory
  • 33.3%Fair
  • 8.3%Poor
  • 8.3%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Good
  • 33.3%Satisfactory
  • 8.3%Fair
  • 16.7%Poor
  • 16.7%Serious
  • 8.3%Critical
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 8.3%Very good
  • 8.3%Good
  • 33.3%Satisfactory
  • 25.0%Fair
  • 25.0%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Fair
  • 50.0%Poor
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Structure Number: 25,  Location: 2 MI. S. OF HEIDLERSBURG (Lat: 39.930439,  Lng: -77.154514),  Route carried "on" structure: US 15,  Year Built: 1967,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 8,981 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,305 (year 2032),  Design Load: HS 20,  Features Intersected: CONEWAGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.373,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.51m (1.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $258,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4434,  Location: @ ENTERPRISES ASHCOMQUAR (Lat: 40.001667,  Lng: -78.416667),  Route carried "on" structure: Interstate 76,  Year Built: 1999,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 36,252 (year 2004),  Truck Traffic: 33%,  Average Future Daily Traffic: 40,900 (year 2030),  Design Load: HS 20,  Features Intersected: PRIVATE QUARRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 323.0m (1,059.7ft),  Skew: 33 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: 31.7m (104.0ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.2 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $826,000,  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: 19945,  Location: THOMPSONTOWN (Lat: 40.569458,  Lng: -77.234964),  Route carried "on" structure: US 22,  Year Built: 1972,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 7,747 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,979 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SR 333-PA 333;DELAWARE C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.396,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 20311,  Location: BOROUGH OF EAST SALEM (Lat: 40.608497,  Lng: -77.237497),  Route carried "on" structure: ServiceCity street ,  Year Built: 1919,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 400 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 567 (year 2034),  Design Load: HS 20,  Features Intersected: DELAWARE CREEK,  Facility Carried by Structure: T-436 E. SALEM RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  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: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Serious,  Channel: Poor,  Operating Rating: 7.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: November 2017,  Underwater Inspection Date: April 2016,  Other Special Inspection Date: November 2017,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $335,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24398,  Location: 3/4 MI SW OF SR 92 (Lat: 41.387500,  Lng: -75.840500),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 700 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 930 (year 2032),  Design Load: H 15,  Features Intersected: SUTTON CREEK,  Facility Carried by Structure: SUTTON CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2016,  Other Special Inspection Date: May 2017,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $108,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 251,  Location: INTER. SR14 @ MARSH HILL (Lat: 41.475797,  Lng: -76.980197),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 310 (year 2039),  Features Intersected: LYCOMING CREEK,  Facility Carried by Structure: T-665 (Cty Br. 106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Poor,  Channel: Fair,  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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.32m (1.05ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: October 2017,  Critical Feature Inspection Date: October 2017,  Other Special Inspection Date: October 2017,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $219,000,  Deck Structure Type: Open Grating
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Structure Number: 28164,  Location: SR 3053,GERMANTOWN PIKE (Lat: 40.111442,  Lng: -75.284797),  Route carried "on" structure: State highway ,  Year Built: 1954,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.32m (1.05ft),  Average Daily Traffic: 48,597 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,376 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-276),  Facility Carried by Structure: SR 3053,GERMANT.PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.317,  Lanes on structure: 9,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 335.0m (1,099.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 38.2m (125.3ft),  Out-to-Out Width: 39.2m (128.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $218,000,  Total Project Cost: $998,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29777,  Location: 2000' SE OF LAUREL RUN RD (Lat: 40.291297,  Lng: -77.437500),  Route carried "on" structure: State lands road ,  Year Built: 1983,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 50 (year 2012),  Average Future Daily Traffic: 70 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: LAUREL RUN TRIB,  Facility Carried by Structure: ELK HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  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: 31369,  Location: 2.5 MI.N.OF CENTRAL CITY (Lat: 40.148481,  Lng: -78.817239),  Route carried "on" structure: State highway 160,  Year Built: 1978,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 3,129 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,712 (year 2032),  Design Load: HS 20,  Features Intersected: CLEAR SHADE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.424,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.26m (0.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  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: 31544,  Location: CAIRNBROOK (Lat: 40.122550,  Lng: -78.811361),  Route carried "on" structure: State highway ,  Year Built: 1992,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 2,349 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,923 (year 2032),  Design Load: H 20,  Features Intersected: DARK SHADE CREEK,  Facility Carried by Structure: SR 1016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.32m (1.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  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: 3189,  Location: 1.3 MI.N.OF CENTRAL CITY (Lat: 40.134397,  Lng: -78.814197),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1967,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 50 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 64 (year 2037),  Features Intersected: DARK SHADE CREEK,  Facility Carried by Structure: T712,WHISP PINES R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 5.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2016,  Critical Feature Inspection Date: June 2017,  Other Special Inspection Date: June 2017,  Bridge Improvement Cost: $64,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $858,000,  Deck Structure Type: Open Grating
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Structure Number: 32007,  Location: VILLAGE OF MILDRED (Lat: 41.477358,  Lng: -76.377686),  Route carried "on" structure: Spur State highway 487,  Year Built: 1900,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,269 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,079 (year 2032),  Features Intersected: OVER BIRCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.998,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.10m (0.33ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2016,  Other Special Inspection Date: March 2017,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $144,000
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Structure Number: 32483,  Location: BRDGEWATR TP 1M S SR 2059 (Lat: 41.792442,  Lng: -75.840850),  Route carried "on" structure: State highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 37 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 54 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB MESHOPPEN CREEK,  Facility Carried by Structure: SR 2011
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.147,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 0.4m (1.3ft),  Skew: 2 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-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Critical,  Channel: Poor,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.12m (0.39ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Other Special Inspection Date: August 2017,  Deck Structure Type: Open Grating
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Structure Number: 47938,  Location: 2.5Mi NW of Central City (Lat: 40.140300,  Lng: -78.834400),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 50 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 51 (year 2037),  Design Load: HS 20,  Features Intersected: Miller Run,  Facility Carried by Structure: T-717,Coffee Hill
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017
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