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

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Structure Number: 16912,  Location: GERMAN TOWNSHIP (Lat: 39.863714,  Lng: -79.871192),  Route carried "on" structure: State highway ,  Year Built: 1953,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,648 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,755 (year 2032),  Design Load: H 20,  Features Intersected: NORTH BRANCH BROWNS RUN,  Facility Carried by Structure: SR 3012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16916,  Location: GERMAN TOWNSHIP (Lat: 39.874717,  Lng: -79.859861),  Route carried "on" structure: State highway ,  Year Built: 1916,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 521 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 830 (year 2032),  Design Load: HL 93,  Features Intersected: NORTH BRANCH BROWNS RUN,  Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.267,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  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: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $305,000,  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: 16919,  Location: GERMAN TOWNSHIP (Lat: 39.904508,  Lng: -79.890403),  Route carried "on" structure: State highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 287 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 140 (year 2032),  Design Load: HS 20,  Features Intersected: MIDDLE RUN,  Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.584,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $117,000

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Structure Number: 17089,  Location: 575 FT WEST OF COLLEGE AV (Lat: 39.883883,  Lng: -79.872953),  Route carried "on" structure: City street T337,  Year Built: 1940,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 500 (year 2012),  Average Future Daily Traffic: 700 (year 2032),  Design Load: H 20,  Features Intersected: N BR BROWNS RUN TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  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: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $137,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1709,  Location: 250 FT EAST OF DEMNIAK RD (Lat: 39.867703,  Lng: -79.869131),  Route carried "on" structure: City street T464,  Year Built: 1929,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 25 (year 2012),  Average Future Daily Traffic: 30 (year 2032),  Design Load: HL 93,  Features Intersected: NORTH BR BROWNS RUN,  Facility Carried by Structure: T-464 PLUMMER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Equal to 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: March 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $69,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 17091,  Location: AT SR 166 INTERSECTION (Lat: 39.900028,  Lng: -79.893708),  Route carried "on" structure: City street T379,  Year Built: 1930,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 50 (year 2012),  Average Future Daily Traffic: 60 (year 2032),  Design Load: H 15,  Features Intersected: MIDDLE RUN,  Facility Carried by Structure: T-379 COLLEGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17093,  Location: 100' S of SR3012 (Lat: 39.866522,  Lng: -79.883100),  Route carried "on" structure: City street T439,  Year Built: 1920,  Status: Posted for load,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 50 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 140 (year 2012),  Design Load: H 10,  Features Intersected: Browns Run,  Facility Carried by Structure: Yuras Farm Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 3.8m (12.5ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Good,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $75,000,  Deck Structure Type: Wood or Timber

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Structure Number: 4827,  Location: German Township (Lat: 39.876217,  Lng: -79.843336),  Route carried "on" structure: City street 456,  Year Built: 1955,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 55 (year 2033),  Design Load: HS 20,  Features Intersected: N. Br of Browns Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 538,  Location: GERMAN TOWNSHIP (Lat: 39.901639,  Lng: -79.893703),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 287 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 140 (year 2032),  Design Load: HL 93,  Features Intersected: MIDDLE RUN,  Facility Carried by Structure: Riffle Hollow Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.584,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable 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: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 53801,  Location: GERMAN TOWNSHIP (Lat: 39.899283,  Lng: -79.898153),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 209 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 473 (year 2037),  Design Load: HL 93,  Features Intersected: MIDDLE RUN,  Facility Carried by Structure: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 53802,  Location: GERMAN TOWNSHIP (Lat: 39.897933,  Lng: -79.899947),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 209 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 473 (year 2039),  Design Load: HL 93,  Features Intersected: MIDDLE RUN,  Facility Carried by Structure: PALMER RD(SR 3013)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing