Bridge Statistics for Intercourse, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 79ft / 24.1mTotal length
- $3,616,000Total costs
- 24,957Total average daily traffic
- 2,924Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Intercourse
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 21930-1939
- 11950-1959
- 31970-1979
- 21980-1989
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 11.1%Very good
- 11.1%Good
- 44.4%Satisfactory
- 11.1%Fair
- 22.2%Poor
- Bridge Condition - Superstructure
- 11.1%Excellent
- 11.1%Good
- 55.6%Satisfactory
- 11.1%Poor
- 11.1%Imminent failure
- Bridge Condition - Substructure
- 11.1%Very good
- 11.1%Good
- 33.3%Satisfactory
- 33.3%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 11.1%Satisfactory
- 77.8%Fair
- 11.1%Poor
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Structure Number: 21336, Location: 1 MI.N.W. INTERCOURSE (Lat: 40.050139, Lng: -76.123406), Route carried "on" structure: State highway 772, Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,449 (year 2022), Truck Traffic: 17%, Average Future Daily Traffic: 4,426 (year 2032), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.412, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Waterway Adequacy: Equal to 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: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 21336, Location: 1 MI.N.W. INTERCOURSE (Lat: 40.050139, Lng: -76.123406), Route carried "on" structure: State highway 772, Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,449 (year 2022), Truck Traffic: 17%, Average Future Daily Traffic: 4,426 (year 2032), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.412, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Waterway Adequacy: Equal to 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: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 21339, Location: 2 MI S.E. OF INTERCOURSE (Lat: 40.023578, Lng: -76.070897), Route carried "on" structure: State highway 772, Year Built: 1956, Year Reconstructed: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,552 (year 2022), Truck Traffic: 19%, Average Future Daily Traffic: 6,662 (year 2032), Design Load: HS 20, Features Intersected: CAT TAIL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.027, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21339, Location: 2 MI S.E. OF INTERCOURSE (Lat: 40.023578, Lng: -76.070897), Route carried "on" structure: State highway 772, Year Built: 1956, Year Reconstructed: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,552 (year 2022), Truck Traffic: 19%, Average Future Daily Traffic: 6,662 (year 2032), Design Load: HS 20, Features Intersected: CAT TAIL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.027, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21962, Location: 3/4 MI EAST OF T-692 (Lat: 40.065114, Lng: -76.134556), Route carried "on" structure: City street , Year Built: 1921, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 365 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 490 (year 2031), Features Intersected: MILL CREEK, Facility Carried by Structure: T-535 MSSR SCHL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $12,000, Total Project Cost: $42,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21962, Location: 3/4 MI EAST OF T-692 (Lat: 40.065114, Lng: -76.134556), Route carried "on" structure: City street , Year Built: 1921, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 365 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 490 (year 2031), Features Intersected: MILL CREEK, Facility Carried by Structure: T-535 MSSR SCHL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $12,000, Total Project Cost: $42,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21963, Location: 2 MI SOUTH OF SR 772 (Lat: 40.014669, Lng: -76.096661), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,035 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,385 (year 2031), Design Load: H 20, Features Intersected: PEQUEA CREEK, Facility Carried by Structure: T-540 FROGTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21963, Location: 2 MI SOUTH OF SR 772 (Lat: 40.014669, Lng: -76.096661), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,035 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,385 (year 2031), Design Load: H 20, Features Intersected: PEQUEA CREEK, Facility Carried by Structure: T-540 FROGTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21964, Location: 1 MI NORTH OF SR 772 (Lat: 40.066494, Lng: -76.126394), Route carried "on" structure: City street , Year Built: 1917, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 300 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2031), Features Intersected: MILL CREEK, Facility Carried by Structure: T-773 GROFFDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $40,000, Total Project Cost: $186,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21964, Location: 1 MI NORTH OF SR 772 (Lat: 40.066494, Lng: -76.126394), Route carried "on" structure: City street , Year Built: 1917, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 300 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2031), Features Intersected: MILL CREEK, Facility Carried by Structure: T-773 GROFFDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $40,000, Total Project Cost: $186,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21965, Location: 1000 FT NORTH OF SR 772 (Lat: 40.064436, Lng: -76.146967), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1986, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 620 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 830 (year 2031), Features Intersected: MILL CREEK, Facility Carried by Structure: T-692 HESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), 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: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $95,000, Total Project Cost: $200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21965, Location: 1000 FT NORTH OF SR 772 (Lat: 40.064436, Lng: -76.146967), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1986, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 620 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 830 (year 2031), Features Intersected: MILL CREEK, Facility Carried by Structure: T-692 HESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), 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: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $95,000, Total Project Cost: $200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21966, Location: 3/4 MI NORTH OF SR 340 (Lat: 40.047514, Lng: -76.145275), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 415 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 555 (year 2031), Features Intersected: MUDDY RUN, Facility Carried by Structure: T-774 N HARVEST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Good, 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: Better than present minimum 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21966, Location: 3/4 MI NORTH OF SR 340 (Lat: 40.047514, Lng: -76.145275), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 415 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 555 (year 2031), Features Intersected: MUDDY RUN, Facility Carried by Structure: T-774 N HARVEST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Good, 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: Better than present minimum 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22012, Location: 1200 FT SW OF SR 772 (Lat: 40.017933, Lng: -76.069789), Route carried "on" structure: City street , Year Built: 1939, Status: Closed, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 680 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2032), Design Load: HS 20, Features Intersected: PEQUEA CREEK, Facility Carried by Structure: PEQUEA VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Imminent failure, Substructure: Poor, Channel: Poor, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Waterway Adequacy: Equal to 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $50,000, Total Project Cost: $174,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22012, Location: 1200 FT SW OF SR 772 (Lat: 40.017933, Lng: -76.069789), Route carried "on" structure: City street , Year Built: 1939, Status: Closed, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 680 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2032), Design Load: HS 20, Features Intersected: PEQUEA CREEK, Facility Carried by Structure: PEQUEA VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Imminent failure, Substructure: Poor, Channel: Poor, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Waterway Adequacy: Equal to 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $50,000, Total Project Cost: $174,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31397, Location: 1.6 MILE NORTH OF TR 281 (Lat: 40.046667, Lng: -76.060000), Route carried "on" structure: State highway , Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 1,693 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,084 (year 2032), Design Load: HS 20, Features Intersected: US 219, Facility Carried by Structure: T524 SECHLAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.40m (43.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $712,000, Total Project Cost: $3,014,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31397, Location: 1.6 MILE NORTH OF TR 281 (Lat: 40.046667, Lng: -76.060000), Route carried "on" structure: State highway , Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 1,693 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,084 (year 2032), Design Load: HS 20, Features Intersected: US 219, Facility Carried by Structure: T524 SECHLAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.40m (43.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $712,000, Total Project Cost: $3,014,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 52594, Location: 3/4 mi south of SR 772 (Lat: 40.019464, Lng: -76.085689), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 680 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 910 (year 2032), Design Load: HL 93, Features Intersected: Pequea Creek, Facility Carried by Structure: Osceola Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52594, Location: 3/4 mi south of SR 772 (Lat: 40.019464, Lng: -76.085689), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 680 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 910 (year 2032), Design Load: HL 93, Features Intersected: Pequea Creek, Facility Carried by Structure: Osceola Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31397, Location: 1.6 MILE NORTH OF TR 281 (Lat: 40.046667, Lng: -76.060000), Route carried "under" structure: US 219, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 4,445 (year 2020), Truck Traffic: 11%, Features Intersected: US 219, Facility Carried by Structure: T524 SECHLAR ROAD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 40.887, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 31397, Location: 1.6 MILE NORTH OF TR 281 (Lat: 40.046667, Lng: -76.060000), Route carried "under" structure: US 219, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 4,445 (year 2020), Truck Traffic: 11%, Features Intersected: US 219, Facility Carried by Structure: T524 SECHLAR ROAD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 40.887, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 31397, Location: 1.6 MILE NORTH OF TR 281 (Lat: 40.046667, Lng: -76.060000), Route carried "under" structure: US 219, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 4,723 (year 2020), Truck Traffic: 7%, Features Intersected: US 219, Facility Carried by Structure: T524 SECHLAR ROAD
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 40.932, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 31397, Location: 1.6 MILE NORTH OF TR 281 (Lat: 40.046667, Lng: -76.060000), Route carried "under" structure: US 219, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 4,723 (year 2020), Truck Traffic: 7%, Features Intersected: US 219, Facility Carried by Structure: T524 SECHLAR ROAD
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 40.932, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)