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

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Structure Number: 4024,  Location: OVER PA TURNPIKE EXIT 161 (Lat: 39.990628,  Lng: -78.242764),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 7,675 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 10,117 (year 2032),  Design Load: HS 20,  Features Intersected: TURNPIKE EXIT 161 RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.774,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  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: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,989,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4026,  Location: OVER PA TURNPIKE EXIT 161 (Lat: 39.990708,  Lng: -78.241394),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 7,400 (year 2020),  Truck Traffic: 42%,  Average Future Daily Traffic: 9,738 (year 2032),  Design Load: HS 20,  Features Intersected: TURNPIKE EXIT 161 RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.781,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $461,000,  Total Project Cost: $2,114,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4453,  Location: EB AT BREEZEWOOD INTG (Lat: 39.988333,  Lng: -78.240000),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1940,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 8,598 (year 2008),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,937 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 2029
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  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: 28.6m (93.8ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 71.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $705,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4454,  Location: EAST OF BREEZEWOOD (Lat: 39.984564,  Lng: -78.240419),  Route carried "on" structure: Interstate 76,  Year Built: 2003,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 20,195 (year 1999),  Truck Traffic: 36%,  Average Future Daily Traffic: 20,447 (year 2030),  Design Load: HL 93,  Features Intersected: I-70 & SR 2035(LR 05021)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.10m (65.94ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $258,000,  Roadway Improvement Cost: $761,000,  Total Project Cost: $3,486,000,  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: 4455,  Location: EAST OF BREEZEWOOD INTG (Lat: 39.985000,  Lng: -78.243333),  Route carried "on" structure: Interstate 76,  Year Built: 2003,  Status: Open,  Structure Length: 17.89m (58.69ft),  Average Daily Traffic: 20,195 (year 1999),  Truck Traffic: 37%,  Average Future Daily Traffic: 25,854 (year 2030),  Design Load: HL 93,  Features Intersected: I-70 & SR 2035(LR 05021)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.70m (61.35ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $241,000,  Roadway Improvement Cost: $710,000,  Total Project Cost: $3,255,000,  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: 446,  Location: EAST OF BREEZEWOOD (Lat: 40.012231,  Lng: -78.206611),  Route carried "on" structure: US 30,  Year Built: 1969,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 2,815 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,766 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.134,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $496,000,  Total Project Cost: $2,276,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4482,  Location: 1.5 MI.NE.OF BREEZEWOOD (Lat: 40.022250,  Lng: -78.234203),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 11 (year 2020),  Average Future Daily Traffic: 14 (year 2040),  Features Intersected: TUB MILL RUN,  Facility Carried by Structure: T-444, RIDGE ROAD
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),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $567,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4564,  Location: BREEZEWOOD (Lat: 40.000000,  Lng: -78.233333),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 6,000 (year 2012),  Truck Traffic: 30%,  Average Future Daily Traffic: 6,625 (year 2030),  Design Load: HS 20,  Features Intersected: SR 0030; S-9370,  Facility Carried by Structure: PA TPK (RAMP G)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 99.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $1,149,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17864,  Location: 0.6 MI S OF AKERSVILLE (Lat: 39.976683,  Lng: -78.206144),  Route carried "on" structure: State highway 915,  Year Built: 1929,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 226 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 276 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.010,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $906,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17865,  Location: 3.0 MILE NORTH OF I-70 (Lat: 39.978383,  Lng: -78.198192),  Route carried "on" structure: State highway 915,  Year Built: 1937,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 214 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 233 (year 2032),  Design Load: H 20,  Features Intersected: ROARING RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.849,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 60.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 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: 17866,  Location: 2.0 MI.N.OF AKERSVILLE (Lat: 39.984056,  Lng: -78.200161),  Route carried "on" structure: State highway 915,  Year Built: 1943,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 214 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 233 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.631,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  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: 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: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17867,  Location: 0.4 MILE SOUTH OF SR 4013 (Lat: 40.071194,  Lng: -78.140356),  Route carried "on" structure: State highway 915,  Year Built: 1996,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 902 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 938 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SIDELING HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 2.30m (7.55ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 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: 17868,  Location: 2.6 MILE SOUTH OF BED.CO. (Lat: 40.081442,  Lng: -78.149778),  Route carried "on" structure: State highway 915,  Year Built: 1953,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 663 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 862 (year 2032),  Design Load: HS 20,  Features Intersected: SIDELING HILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.341,  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: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $91,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 17951,  Location: NEAR TR30 & SR915 JUNCTIN (Lat: 40.020000,  Lng: -78.168333),  Route carried "on" structure: Interstate 76,  Year Built: 1969,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 21,770 (year 2008),  Truck Traffic: 37%,  Average Future Daily Traffic: 27,450 (year 2030),  Design Load: HS 20,  Features Intersected: OREGON ROAD
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: 32.9m (107.9ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Culverts: Good,  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 17952,  Location: EAST OF BREEZEWOOD (Lat: 40.033861,  Lng: -78.149922),  Route carried "on" structure: State highway 915,  Year Built: 1969,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 1,060 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,179 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.513,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $516,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41051,  Location: WB AT BREEZEWOOD INTRCHNG (Lat: 39.983950,  Lng: -78.239514),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1999,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 8,722 (year 2008),  Truck Traffic: 30%,  Average Future Daily Traffic: 10,081 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 2029
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 45553,  Location: 1.7 MILE NE OF BREEZEWOOD (Lat: 40.021958,  Lng: -78.233864),  Route carried "on" structure: State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 153 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 283 (year 2032),  Design Load: HL 93,  Features Intersected: TRIB TUB MILL RUN,  Facility Carried by Structure: SR 1013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.156,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 57207,  Location: .5 MI S OF BREEZEWOOD (Lat: 39.991458,  Lng: -78.247472),  Route carried "on" structure: State highway ,  Year Built: 2019,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 354 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 552 (year 2039),  Design Load: HL 93,  Features Intersected: TR RAYSTOWN BR JUNIATA R,  Facility Carried by Structure: SR 2029
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.342,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.1 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: 34.0 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,  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: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4024,  Location: OVER PA TURNPIKE EXIT 161 (Lat: 39.990628,  Lng: -78.242764),  Route carried "under" structure: Interstate ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,192 (year 2005),  Truck Traffic: 31%,  Features Intersected: TURNPIKE EXIT 161 RAMPS,  Facility Carried by Structure: I-70 EBL
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 4026,  Location: OVER PA TURNPIKE EXIT 161 (Lat: 39.990708,  Lng: -78.241394),  Route carried "under" structure: Interstate 76,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,192 (year 2005),  Truck Traffic: 31%,  Features Intersected: TURNPIKE EXIT 161 RAMPS,  Facility Carried by Structure: I-70 WBL
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 403,  Location: OVER SR 2035 AT EXIT 149 (Lat: 39.990000,  Lng: -78.240000),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 2,294 (year 2022),  Truck Traffic: 14%,  Features Intersected: SR 2035,  Facility Carried by Structure: I-70 WBL
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 4453,  Location: EB AT BREEZEWOOD INTG (Lat: 39.988333,  Lng: -78.240000),  Route carried "under" structure: State highway ,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 354 (year 2020),  Truck Traffic: 18%,  Features Intersected: SR 2029,  Facility Carried by Structure: TPK RP CONN I-70
Minimum Vertical Clearance: 4.46m (14.63ft),  Kilometerpoint: 21.342,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 4454,  Location: EAST OF BREEZEWOOD (Lat: 39.984564,  Lng: -78.240419),  Route carried "under" structure: State highway ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 2,294 (year 2022),  Truck Traffic: 14%,  Features Intersected: I-70 & SR 2035(LR 05021),  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 11.39m (37.37ft),  Kilometerpoint: 0.903,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 4454,  Location: EAST OF BREEZEWOOD (Lat: 39.984564,  Lng: -78.240419),  Route carried "under" structure: Interstate 70,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 7,675 (year 2020),  Truck Traffic: 37%,  Features Intersected: I-70 & SR 2035(LR 05021),  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 6.31m (20.70ft),  Kilometerpoint: 1.624,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 4454,  Location: EAST OF BREEZEWOOD (Lat: 39.984564,  Lng: -78.240419),  Route carried "under" structure: Interstate 70,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 2020),  Truck Traffic: 42%,  Features Intersected: I-70 & SR 2035(LR 05021),  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.614,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 4455,  Location: EAST OF BREEZEWOOD INTG (Lat: 39.985000,  Lng: -78.243333),  Route carried "under" structure: State highway ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 2,294 (year 2022),  Truck Traffic: 14%,  Features Intersected: I-70 & SR 2035(LR 05021),  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 10.35m (33.96ft),  Kilometerpoint: 0.903,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 4455,  Location: EAST OF BREEZEWOOD INTG (Lat: 39.985000,  Lng: -78.243333),  Route carried "under" structure: Interstate 70,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 7,675 (year 2020),  Truck Traffic: 37%,  Features Intersected: I-70 & SR 2035(LR 05021),  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.624,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 4455,  Location: EAST OF BREEZEWOOD INTG (Lat: 39.985000,  Lng: -78.243333),  Route carried "under" structure: Interstate 70,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 2020),  Truck Traffic: 42%,  Features Intersected: I-70 & SR 2035(LR 05021),  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 1.614,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 4456,  Location: NEAR BREEZEWOOD (Lat: 39.990000,  Lng: -78.238333),  Route carried "under" structure: State highway ,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 2,294 (year 2022),  Truck Traffic: 14%,  Features Intersected: SR 2035,  Facility Carried by Structure: PA TPK RP TO I-70
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.903,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 446,  Location: EAST OF BREEZEWOOD (Lat: 40.012231,  Lng: -78.206611),  Route carried "under" structure: Interstate 76,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 20,523 (year 2001),  Truck Traffic: 39%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: US 30 (LR 39)
Minimum Vertical Clearance: 6.97m (22.87ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 4564,  Location: BREEZEWOOD (Lat: 40.000000,  Lng: -78.233333),  Route carried "under" structure: US 30,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 16,559 (year 2022),  Truck Traffic: 22%,  Features Intersected: SR 0030; S-9370,  Facility Carried by Structure: PA TPK (RAMP G)
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 53.390,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 17951,  Location: NEAR TR30 & SR915 JUNCTIN (Lat: 40.020000,  Lng: -78.168333),  Route carried "under" structure: ServiceOther road ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2008),  Truck Traffic: 8%,  Features Intersected: OREGON ROAD,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 17952,  Location: EAST OF BREEZEWOOD (Lat: 40.033861,  Lng: -78.149922),  Route carried "under" structure: Interstate 76,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 20,523 (year 2001),  Truck Traffic: 39%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: PA 915 (LR 706)
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 41051,  Location: WB AT BREEZEWOOD INTRCHNG (Lat: 39.983950,  Lng: -78.239514),  Route carried "under" structure: State highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 354 (year 2020),  Truck Traffic: 18%,  Features Intersected: SR 2029,  Facility Carried by Structure: PTC CONN. TO I-70
Minimum Vertical Clearance: 4.71m (15.45ft),  Kilometerpoint: 21.342,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)