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

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Structure Number: 2119,  Location: 103001 SHOUSETOWN BR-PQ28 (Lat: 40.560514,  Lng: -80.223392),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,015 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township 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: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 89.8 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 13564,  Location: 1 MI EAST OF MIDDLESEX (Lat: 40.233878,  Lng: -77.138747),  Route carried "on" structure: US 11,  Year Built: 1908,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 26,019 (year 2022),  Truck Traffic: 27%,  Average Future Daily Traffic: 29,609 (year 2032),  Design Load: H 20,  Features Intersected: LETORT SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.994,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1456,  Location: 3 MI. S. LINGLESTOWN (Lat: 40.295603,  Lng: -76.768397),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 6,413 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,236 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB TO BEAVER CREEK,  Facility Carried by Structure: SR 3024 LOCUST LN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.991,  Lanes on structure: 2,  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: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 61.7 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: 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: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 14758,  Location: N.END WADE BRIDGE (Lat: 40.311231,  Lng: -76.901589),  Route carried "on" structure: Ramp State highway ,  Year Built: 1972,  Status: Open,  Structure Length: 27.95m (91.70ft),  Average Daily Traffic: 2,266 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,273 (year 2032),  Design Load: HS 20,  Features Intersected: SUSQUEHANNA RIVER,  Facility Carried by Structure: RAMP B-B;SR 8001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.40m (93.18ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14915,  Location: OVER AMTRAK 44A01 (Lat: 39.868333,  Lng: -75.333333),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 34,309 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 61,991 (year 2032),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.286,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.60m (31.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $353,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19278,  Location: ROBINSON NO.2 (Lat: 40.403094,  Lng: -79.129028),  Route carried "on" structure: State highway ,  Year Built: 1911,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 95 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 275 (year 2032),  Design Load: H 20,  Features Intersected: RICHARDS RUN,  Facility Carried by Structure: SR2008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $124,000

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Structure Number: 19288,  Location: GERMANY NO.2 (Lat: 40.416175,  Lng: -79.114839),  Route carried "on" structure: State highway ,  Year Built: 1978,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,368 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,531 (year 2032),  Design Load: HL 93,  Features Intersected: EAST BRANCH RICHARDS RUN,  Facility Carried by Structure: SR 2011
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.792,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  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: 19512,  Location: 1500' NE of SR 2008 (Lat: 40.406153,  Lng: -79.125281),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2041),  Features Intersected: Richards Run,  Facility Carried by Structure: T-606
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 2 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 49.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $91,000

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Structure Number: 30962,  Location: 1.3 MI. N. OF PA 895 (Lat: 40.570344,  Lng: -76.253372),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 275 (year 1992),  Average Future Daily Traffic: 385 (year 2012),  Design Load: HS 20,  Features Intersected: UPPER LITTLE SWATARA CR.,  Facility Carried by Structure: MOYERS STA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township 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: 8.5m (27.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.1 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: Equal to present minimum criteria,  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: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 44081,  Location: WESLEY E. DODSON (Lat: 40.399228,  Lng: -79.140661),  Route carried "on" structure: State highway 259,  Year Built: 2006,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 913 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,338 (year 2032),  Design Load: HS 20,  Features Intersected: CONEMAUGH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44932,  Location: CLYDE (Lat: 40.447092,  Lng: -79.106286),  Route carried "on" structure: US 22,  Year Built: 2008,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 12,537 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,531 (year 2032),  Design Load: HS 20,  Features Intersected: SR0259
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.550,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  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: 47122,  Location: 350' South of SR 1006 (Lat: 40.363461,  Lng: -79.129831),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 50 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 70 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: Tubmill Creek,  Facility Carried by Structure: Hirsch Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Wood or Timber

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Structure Number: 48005,  Location: 1.4 M N of BOLIVAR (Lat: 40.416153,  Lng: -79.115289),  Route carried "on" structure: State highway 259,  Year Built: 2013,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 913 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,338 (year 2032),  Design Load: HL 93,  Features Intersected: W BR RICHARDS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.744,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 57.3 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: 36.0 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019

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Structure Number: 44932,  Location: CLYDE (Lat: 40.447092,  Lng: -79.106286),  Route carried "under" structure: State highway 259,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 703 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR0259,  Facility Carried by Structure: SR0022 EB & WB
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 7.286,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)