Bridge Statistics for East Prospect, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 75ft / 23.4mTotal length
- $1,428,000Total costs
- 16,903Total average daily traffic
- 1,130Total average daily truck traffic
- 23,245Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for East Prospect
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 21930-1939
- 11940-1949
- 21950-1959
- 11960-1969
- 11970-1979
- 31980-1989
- 11990-1999
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 16.7%Excellent
- 8.3%Very good
- 33.3%Good
- 8.3%Satisfactory
- 25.0%Fair
- 8.3%Serious
- Bridge Condition - Superstructure
- 7.7%Excellent
- 23.1%Very good
- 15.4%Good
- 7.7%Satisfactory
- 30.8%Fair
- 7.7%Serious
- 7.7%Critical
- Bridge Condition - Substructure
- 7.7%Excellent
- 7.7%Very good
- 23.1%Good
- 7.7%Satisfactory
- 46.2%Fair
- 7.7%Poor
- Bridge Condition - Channel
- 11.8%Very good
- 11.8%Good
- 17.6%Satisfactory
- 58.8%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 25.0%Good
- 50.0%Fair
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Structure Number: 3749, Location: 1 MI. W. OF EAST PROSPECT (Lat: 39.965442, Lng: -76.535764), Route carried "on" structure: State highway 124, Year Built: 1923, Year Reconstructed: 1970, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,793 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 3,906 (year 2032), Features Intersected: BR CABIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.443, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum 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: August 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $178,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3749, Location: 1 MI. W. OF EAST PROSPECT (Lat: 39.965442, Lng: -76.535764), Route carried "on" structure: State highway 124, Year Built: 1923, Year Reconstructed: 1970, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,793 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 3,906 (year 2032), Features Intersected: BR CABIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.443, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum 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: August 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $178,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37727, Location: 5 MILE NE OF RED LION (Lat: 39.961183, Lng: -76.551858), Route carried "on" structure: State highway , Year Built: 1934, Year Reconstructed: 1985, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 831 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,473 (year 2032), Design Load: HS 25 or greater, Features Intersected: CABIN CREEK, Facility Carried by Structure: SR 2029
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.728, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 37727, Location: 5 MILE NE OF RED LION (Lat: 39.961183, Lng: -76.551858), Route carried "on" structure: State highway , Year Built: 1934, Year Reconstructed: 1985, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 831 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,473 (year 2032), Design Load: HS 25 or greater, Features Intersected: CABIN CREEK, Facility Carried by Structure: SR 2029
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.728, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 37735, Location: 1 MI SW OF EAST PROSPECT (Lat: 39.935278, Lng: -76.522083), Route carried "on" structure: State highway , Year Built: 1951, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,033 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,683 (year 2032), Design Load: HS 20, Features Intersected: CABIN CREEK, Facility Carried by Structure: SR 2033; Pr.mis rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.291, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37735, Location: 1 MI SW OF EAST PROSPECT (Lat: 39.935278, Lng: -76.522083), Route carried "on" structure: State highway , Year Built: 1951, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,033 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,683 (year 2032), Design Load: HS 20, Features Intersected: CABIN CREEK, Facility Carried by Structure: SR 2033; Pr.mis rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.291, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 37736, Location: 1 MI.S. OF CRALEY (Lat: 39.942375, Lng: -76.500417), Route carried "on" structure: State highway , Year Built: 1942, Year Reconstructed: 2014, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 234 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 384 (year 2032), Design Load: HL 93, Features Intersected: Fishing Creek, Facility Carried by Structure: Richmond Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.467, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 16.5m (54.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $164,000, Total Project Cost: $753,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 37736, Location: 1 MI.S. OF CRALEY (Lat: 39.942375, Lng: -76.500417), Route carried "on" structure: State highway , Year Built: 1942, Year Reconstructed: 2014, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 234 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 384 (year 2032), Design Load: HL 93, Features Intersected: Fishing Creek, Facility Carried by Structure: Richmond Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.467, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 16.5m (54.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $164,000, Total Project Cost: $753,000, 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: 38073, Location: 1.8W N BRIDGVL/BEAVER RUN (Lat: 39.917278, Lng: -76.519700), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2030), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: OAK HOLLOW 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 38073, Location: 1.8W N BRIDGVL/BEAVER RUN (Lat: 39.917278, Lng: -76.519700), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2030), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: OAK HOLLOW 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 38074, Location: 1.7 NW N.BRIDGVL/BEAVER C (Lat: 39.923244, Lng: -76.515658), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 169 (year 2030), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: DELLINGER SCH 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 38074, Location: 1.7 NW N.BRIDGVL/BEAVER C (Lat: 39.923244, Lng: -76.515658), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 169 (year 2030), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: DELLINGER SCH 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 38156, Location: BVER CR.L.WNDSR/CHNCFRD (Lat: 39.929708, Lng: -76.509900), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2039), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: SALEM CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 38156, Location: BVER CR.L.WNDSR/CHNCFRD (Lat: 39.929708, Lng: -76.509900), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2039), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: SALEM CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 38158, Location: S.E.PROSPECT/CABIN CREEK (Lat: 39.964114, Lng: -76.514122), Route carried "on" structure: City street , Year Built: 1955, Status: Closed, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 386 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 722 (year 2030), Design Load: HS 20, Features Intersected: CABIN CREEK, Facility Carried by Structure: FORGE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Poor, Channel: Fair, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 38158, Location: S.E.PROSPECT/CABIN CREEK (Lat: 39.964114, Lng: -76.514122), Route carried "on" structure: City street , Year Built: 1955, Status: Closed, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 386 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 722 (year 2030), Design Load: HS 20, Features Intersected: CABIN CREEK, Facility Carried by Structure: FORGE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Poor, Channel: Fair, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 38159, Location: 3 W. E.PROSPECT/CABIN CRK (Lat: 39.959881, Lng: -76.547367), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 400 (year 2032), Design Load: HS 20, Features Intersected: CABIN CREEK, Facility Carried by Structure: T759; FURNACE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 10.1m (33.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $134,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38159, Location: 3 W. E.PROSPECT/CABIN CRK (Lat: 39.959881, Lng: -76.547367), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 400 (year 2032), Design Load: HS 20, Features Intersected: CABIN CREEK, Facility Carried by Structure: T759; FURNACE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 10.1m (33.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $134,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3816, Location: 2 W E. PROSPECT/CABIN CR. (Lat: 39.963467, Lng: -76.526461), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 2002, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 600 (year 2039), Design Load: HS 20, Features Intersected: CABIN CREEK, Facility Carried by Structure: WILLOW CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township 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: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3816, Location: 2 W E. PROSPECT/CABIN CR. (Lat: 39.963467, Lng: -76.526461), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 2002, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 600 (year 2039), Design Load: HS 20, Features Intersected: CABIN CREEK, Facility Carried by Structure: WILLOW CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township 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: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $43,000, 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: 38161, Location: .45 E.PROSPECT/CABIN CREK (Lat: 39.961558, Lng: -76.524275), Route carried "on" structure: City street , Year Built: 1914, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 64 (year 2011), Average Future Daily Traffic: 361 (year 2030), Features Intersected: CABIN CREEK, Facility Carried by Structure: MEISENHELDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $25,000, Total Project Cost: $113,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38161, Location: .45 E.PROSPECT/CABIN CREK (Lat: 39.961558, Lng: -76.524275), Route carried "on" structure: City street , Year Built: 1914, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 64 (year 2011), Average Future Daily Traffic: 361 (year 2030), Features Intersected: CABIN CREEK, Facility Carried by Structure: MEISENHELDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $25,000, Total Project Cost: $113,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 38162, Location: .4E E.PROSPECT/CANADOCHLY (Lat: 39.974850, Lng: -76.510339), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 350 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2025), Design Load: HS 25 or greater, Features Intersected: CANADOCHLY CREEK, Facility Carried by Structure: T-760 BANK HILL 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 38162, Location: .4E E.PROSPECT/CANADOCHLY (Lat: 39.974850, Lng: -76.510339), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 350 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2025), Design Load: HS 25 or greater, Features Intersected: CANADOCHLY CREEK, Facility Carried by Structure: T-760 BANK HILL 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 38164, Location: .6W E.PROSPECT/N.BR.CABIN (Lat: 39.969214, Lng: -76.539467), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,888 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,304 (year 2038), Design Load: HS 20, Features Intersected: NORTH BRANCH CABIN CREEK, Facility Carried by Structure: CABIN CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 38164, Location: .6W E.PROSPECT/N.BR.CABIN (Lat: 39.969214, Lng: -76.539467), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,888 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,304 (year 2038), Design Load: HS 20, Features Intersected: NORTH BRANCH CABIN CREEK, Facility Carried by Structure: CABIN CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47838, Location: 0.5 MI.S. OF MARTINSVILLE (Lat: 39.934175, Lng: -76.522164), Route carried "on" structure: State highway , Year Built: 2013, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,033 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,683 (year 2032), Design Load: HL 93, Features Intersected: FISHING CREEK, Facility Carried by Structure: SR 2033; t-673
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.277, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.4 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: 35.6 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47838, Location: 0.5 MI.S. OF MARTINSVILLE (Lat: 39.934175, Lng: -76.522164), Route carried "on" structure: State highway , Year Built: 2013, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,033 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,683 (year 2032), Design Load: HL 93, Features Intersected: FISHING CREEK, Facility Carried by Structure: SR 2033; t-673
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.277, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.4 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: 35.6 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 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: 53506, Location: 5 MILE NE OF RED LION (Lat: 39.960244, Lng: -76.553253), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 831 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,522 (year 2037), Design Load: HL 93, Features Intersected: CABIN CREEK, Facility Carried by Structure: MANOR RD (SR 2029)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.793, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Very good, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 53506, Location: 5 MILE NE OF RED LION (Lat: 39.960244, Lng: -76.553253), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 831 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,522 (year 2037), Design Load: HL 93, Features Intersected: CABIN CREEK, Facility Carried by Structure: MANOR RD (SR 2029)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.793, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Very good, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 53621, Location: 1 MILE N OF CRALEY (Lat: 39.962067, Lng: -76.514064), Route carried "on" structure: State highway 124, Year Built: 2016, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 2,155 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 2,650 (year 2037), Design Load: HL 93, Features Intersected: CABIN CREEK, Facility Carried by Structure: Abels Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.576, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 9.1m (29.9ft), 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: 33.8m (110.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 67.4 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: 52.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53621, Location: 1 MILE N OF CRALEY (Lat: 39.962067, Lng: -76.514064), Route carried "on" structure: State highway 124, Year Built: 2016, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 2,155 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 2,650 (year 2037), Design Load: HL 93, Features Intersected: CABIN CREEK, Facility Carried by Structure: Abels Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.576, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 9.1m (29.9ft), 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: 33.8m (110.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 67.4 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: 52.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 54068, Location: 1.5 MI SE OF CRALEY (Lat: 39.940042, Lng: -76.486908), Route carried "on" structure: State highway 425, Year Built: 2018, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 1,805 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 2,148 (year 2032), Design Load: HL 93, Features Intersected: FISHING CREEK, Facility Carried by Structure: New Bridgeville Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.859, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.3m (24.0ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.3 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: 41.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54068, Location: 1.5 MI SE OF CRALEY (Lat: 39.940042, Lng: -76.486908), Route carried "on" structure: State highway 425, Year Built: 2018, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 1,805 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 2,148 (year 2032), Design Load: HL 93, Features Intersected: FISHING CREEK, Facility Carried by Structure: New Bridgeville Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.859, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.3m (24.0ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.3 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: 41.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing