Bridge Statistics for Cochranville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 43ft / 12.8mTotal length
- $1,180,000Total costs
- 18,645Total average daily traffic
- 3,050Total average daily truck traffic
- 20,252Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cochranville
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11900-1909
- 11920-1929
- 11930-1939
- 11940-1949
- 11970-1979
- 11980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 12.5%Good
- 37.5%Satisfactory
- 50.0%Fair
- Bridge Condition - Superstructure
- 12.5%Good
- 37.5%Satisfactory
- 37.5%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 12.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- 37.5%Poor
- Bridge Condition - Channel
- 20.0%Satisfactory
- 40.0%Fair
- 40.0%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 10271, Location: UPPER OXFORD TWP. 43F01 (Lat: 39.859692, Lng: -75.978819), Route carried "on" structure: State highway 896, Year Built: 1932, Year Reconstructed: 1974, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,900 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 3,162 (year 2032), Design Load: H 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: NEWARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.678, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 5.1m (16.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Deck Structure Type: Open Grating
Structure Number: 10271, Location: UPPER OXFORD TWP. 43F01 (Lat: 39.859692, Lng: -75.978819), Route carried "on" structure: State highway 896, Year Built: 1932, Year Reconstructed: 1974, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,900 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 3,162 (year 2032), Design Load: H 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: NEWARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.678, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 5.1m (16.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Deck Structure Type: Open Grating
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Structure Number: 10518, Location: NEAR COCHRANVILLE 35D10 (Lat: 39.882811, Lng: -75.991675), Route carried "on" structure: State highway , Year Built: 1885, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 117 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 200 (year 2032), Features Intersected: OCTORARO CREEK, Facility Carried by Structure: ROSS FORDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 19.1 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), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $197,000, Total Project Cost: $692,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 10518, Location: NEAR COCHRANVILLE 35D10 (Lat: 39.882811, Lng: -75.991675), Route carried "on" structure: State highway , Year Built: 1885, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 117 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 200 (year 2032), Features Intersected: OCTORARO CREEK, Facility Carried by Structure: ROSS FORDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 19.1 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), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $197,000, Total Project Cost: $692,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 10826, Location: 1500' S.HOMEVILLE 3797-C3 (Lat: 39.857569, Lng: -75.984353), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 350 (year 2035), Design Load: HS 20, Features Intersected: MUDDY RUN, Facility Carried by Structure: COLLAMER ROAD
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 57.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $102,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10826, Location: 1500' S.HOMEVILLE 3797-C3 (Lat: 39.857569, Lng: -75.984353), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 350 (year 2035), Design Load: HS 20, Features Intersected: MUDDY RUN, Facility Carried by Structure: COLLAMER ROAD
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 57.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $102,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10841, Location: NORTH HOMEVILLE 3687-C10 (Lat: 39.881239, Lng: -75.983842), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1955, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2034), Design Load: H 10, Features Intersected: KNIGHTS RUN, Facility Carried by Structure: BRYSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $24,000, Total Project Cost: $109,000, Deck Structure Type: Open Grating
Structure Number: 10841, Location: NORTH HOMEVILLE 3687-C10 (Lat: 39.881239, Lng: -75.983842), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1955, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2034), Design Load: H 10, Features Intersected: KNIGHTS RUN, Facility Carried by Structure: BRYSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $24,000, Total Project Cost: $109,000, Deck Structure Type: Open Grating
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Structure Number: 10842, Location: GLENVILLE & HOMEVI.3797E1 (Lat: 39.871761, Lng: -75.969994), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2034), Design Load: HS 20, Features Intersected: MUDDY RUN, Facility Carried by Structure: HIGH POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 5.3m (17.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $10,000, Total Project Cost: $48,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10842, Location: GLENVILLE & HOMEVI.3797E1 (Lat: 39.871761, Lng: -75.969994), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2034), Design Load: HS 20, Features Intersected: MUDDY RUN, Facility Carried by Structure: HIGH POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 5.3m (17.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $10,000, Total Project Cost: $48,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10843, Location: .75MI.E.OCTORARO 3687-D9 (Lat: 39.884500, Lng: -75.978800), Route carried "on" structure: State highway , Year Built: 1974, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 360 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2034), Design Load: HS 20, Features Intersected: BRANCH KNIGHTS RUN, Facility Carried by Structure: ROSS FORDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10843, Location: .75MI.E.OCTORARO 3687-D9 (Lat: 39.884500, Lng: -75.978800), Route carried "on" structure: State highway , Year Built: 1974, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 360 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2034), Design Load: HS 20, Features Intersected: BRANCH KNIGHTS RUN, Facility Carried by Structure: ROSS FORDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10844, Location: .9MI W.OF 41 3687-K6 (Lat: 39.904278, Lng: -75.940422), Route carried "on" structure: State highway , Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 460 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 550 (year 2036), Design Load: HS 20, Features Intersected: KNIGHT RUN, Facility Carried by Structure: STEELVILLE ROAD
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), 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: 5.3m (17.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10844, Location: .9MI W.OF 41 3687-K6 (Lat: 39.904278, Lng: -75.940422), Route carried "on" structure: State highway , Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 460 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 550 (year 2036), Design Load: HS 20, Features Intersected: KNIGHT RUN, Facility Carried by Structure: STEELVILLE ROAD
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), 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: 5.3m (17.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46229, Location: 1.5 MI. NW RTE 10 3688A5 (Lat: 39.909789, Lng: -75.935597), Route carried "on" structure: State highway 41, Year Built: 2012, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 13,508 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,340 (year 2032), Design Load: HS 25 or greater, Features Intersected: KNIGHTS RUN, Facility Carried by Structure: NEWPORT PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 46229, Location: 1.5 MI. NW RTE 10 3688A5 (Lat: 39.909789, Lng: -75.935597), Route carried "on" structure: State highway 41, Year Built: 2012, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 13,508 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,340 (year 2032), Design Load: HS 25 or greater, Features Intersected: KNIGHTS RUN, Facility Carried by Structure: NEWPORT PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 52705, Location: .7 M N of Friends Meeting (Lat: 39.889503, Lng: -75.885761), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2025), Design Load: HS 25 or greater, Features Intersected: Doe Run Stream 3688-J8, Facility Carried by Structure: Fernwood Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 52705, Location: .7 M N of Friends Meeting (Lat: 39.889503, Lng: -75.885761), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2025), Design Load: HS 25 or greater, Features Intersected: Doe Run Stream 3688-J8, Facility Carried by Structure: Fernwood Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54247, Location: NE of Newark 39Rd 3797E3 (Lat: 39.861481, Lng: -75.973078), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2037), Design Load: HS 25 or greater, Features Intersected: RATTLESNAKE RUN, Facility Carried by Structure: GLENVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 76.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 54247, Location: NE of Newark 39Rd 3797E3 (Lat: 39.861481, Lng: -75.973078), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2037), Design Load: HS 25 or greater, Features Intersected: RATTLESNAKE RUN, Facility Carried by Structure: GLENVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 76.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021