Bridge Statistics for Coatesville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 164ft / 50.4mTotal length
- $7,074,000Total costs
- 130,791Total average daily traffic
- 14,453Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Coatesville
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 21920-1929
- 11930-1939
- 11950-1959
- 101960-1969
- 21970-1979
- 11980-1989
- 31990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 5.3%Very good
- 26.3%Good
- 36.8%Satisfactory
- 26.3%Fair
- 5.3%Poor
- Bridge Condition - Superstructure
- 10.0%Very good
- 40.0%Good
- 15.0%Satisfactory
- 20.0%Fair
- 15.0%Poor
- Bridge Condition - Substructure
- 35.0%Good
- 30.0%Satisfactory
- 25.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 5.9%Very good
- 23.5%Good
- 23.5%Satisfactory
- 29.4%Fair
- 17.6%Poor
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Structure Number: 9963, Location: NEAR COATESVILLE 28E03 (Lat: 39.992967, Lng: -75.856206), Route carried "on" structure: US 30, Year Built: 1961, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 30,331 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 36,132 (year 2032), Design Load: HS 20, Features Intersected: COUNTRY CLUB RD(T370)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.144, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 26.0m (85.3ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9963, Location: NEAR COATESVILLE 28E03 (Lat: 39.992967, Lng: -75.856206), Route carried "on" structure: US 30, Year Built: 1961, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 30,331 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 36,132 (year 2032), Design Load: HS 20, Features Intersected: COUNTRY CLUB RD(T370)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.144, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 26.0m (85.3ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9965, Location: NEAR COATESVILLE 28G2 (Lat: 39.996972, Lng: -75.837653), Route carried "on" structure: US 30, Year Built: 1961, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 30,331 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 36,132 (year 2032), Design Load: HS 20, Features Intersected: WAGONTOWN ROAD, ROCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.787, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 60.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $79,000, Roadway Improvement Cost: $233,000, Total Project Cost: $1,068,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9965, Location: NEAR COATESVILLE 28G2 (Lat: 39.996972, Lng: -75.837653), Route carried "on" structure: US 30, Year Built: 1961, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 30,331 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 36,132 (year 2032), Design Load: HS 20, Features Intersected: WAGONTOWN ROAD, ROCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.787, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 60.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $79,000, Roadway Improvement Cost: $233,000, Total Project Cost: $1,068,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10039, Location: N. ROUTE 30 BYPASS 28K2 (Lat: 40.001533, Lng: -75.821283), Route carried "on" structure: State highway 82, Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,148 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 6,188 (year 2032), Design Load: HS 20, Features Intersected: W.BR.OF BRANDYWINE CREEK, Facility Carried by Structure: MANOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.395, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.0m, Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10039, Location: N. ROUTE 30 BYPASS 28K2 (Lat: 40.001533, Lng: -75.821283), Route carried "on" structure: State highway 82, Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,148 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 6,188 (year 2032), Design Load: HS 20, Features Intersected: W.BR.OF BRANDYWINE CREEK, Facility Carried by Structure: MANOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.395, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.0m, Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10041, Location: COATESVILLE 28J5 (Lat: 39.982911, Lng: -75.824772), Route carried "on" structure: Business State highway 82, Year Built: 1914, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 13,559 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 16,189 (year 2032), Design Load: H 20, Features Intersected: W BR BRANDYWINE CREEK, Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.197, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $53,000, Total Project Cost: $244,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10041, Location: COATESVILLE 28J5 (Lat: 39.982911, Lng: -75.824772), Route carried "on" structure: Business State highway 82, Year Built: 1914, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 13,559 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 16,189 (year 2032), Design Load: H 20, Features Intersected: W BR BRANDYWINE CREEK, Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.197, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $53,000, Total Project Cost: $244,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10042, Location: .1 MI. S. RTE.372 28H6 (Lat: 39.977292, Lng: -75.829331), Route carried "on" structure: State highway 82, Year Built: 1933, Year Reconstructed: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,825 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 4,364 (year 2032), Design Load: HS 25 or greater, Features Intersected: SUCKER RUN, Facility Carried by Structure: STRODE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.663, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10042, Location: .1 MI. S. RTE.372 28H6 (Lat: 39.977292, Lng: -75.829331), Route carried "on" structure: State highway 82, Year Built: 1933, Year Reconstructed: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,825 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 4,364 (year 2032), Design Load: HS 25 or greater, Features Intersected: SUCKER RUN, Facility Carried by Structure: STRODE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.663, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: 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: 10551, Location: WEST COATESVILLE 28G5 (Lat: 39.979758, Lng: -75.836081), Route carried "on" structure: Business US 30B, Year Built: 1997, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 8,146 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 8,886 (year 2032), Design Load: HS 25 or greater, Features Intersected: AMTRAK, Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.6m (152.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.30m (17.39ft), 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10551, Location: WEST COATESVILLE 28G5 (Lat: 39.979758, Lng: -75.836081), Route carried "on" structure: Business US 30B, Year Built: 1997, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 8,146 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 8,886 (year 2032), Design Load: HS 25 or greater, Features Intersected: AMTRAK, Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.6m (152.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.30m (17.39ft), 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10552, Location: EAST COATESVILLE 29C4 (Lat: 39.987858, Lng: -75.796072), Route carried "on" structure: Business US 30B, Year Built: 1994, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 13,882 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 16,975 (year 2032), Design Load: HS 25 or greater, Features Intersected: AMTRAK, Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.850, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.1m (161.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $398,000, Total Project Cost: $1,824,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10552, Location: EAST COATESVILLE 29C4 (Lat: 39.987858, Lng: -75.796072), Route carried "on" structure: Business US 30B, Year Built: 1994, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 13,882 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 16,975 (year 2032), Design Load: HS 25 or greater, Features Intersected: AMTRAK, Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.850, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.1m (161.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $398,000, Total Project Cost: $1,824,000, 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: 10583, Location: NEAR COATESVILLE 28H3 (Lat: 39.991100, Lng: -75.830100), Route carried "on" structure: State highway , Year Built: 1919, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 849 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,253 (year 2032), Design Load: H 15, Features Intersected: RAILROAD,WILMINGTON BR., Facility Carried by Structure: WAGONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $147,000, Total Project Cost: $674,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10583, Location: NEAR COATESVILLE 28H3 (Lat: 39.991100, Lng: -75.830100), Route carried "on" structure: State highway , Year Built: 1919, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 849 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,253 (year 2032), Design Load: H 15, Features Intersected: RAILROAD,WILMINGTON BR., Facility Carried by Structure: WAGONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $147,000, Total Project Cost: $674,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10584, Location: TO LR 1004 28H03/ 3579-H2 (Lat: 39.991608, Lng: -75.830706), Route carried "on" structure: State highway , Year Built: 1918, Year Reconstructed: 2009, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 849 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,253 (year 2032), Design Load: H 15, Features Intersected: WEST BR OF BRANDYWINE CR, Facility Carried by Structure: WAGONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $556,000, Total Project Cost: $2,548,000
Structure Number: 10584, Location: TO LR 1004 28H03/ 3579-H2 (Lat: 39.991608, Lng: -75.830706), Route carried "on" structure: State highway , Year Built: 1918, Year Reconstructed: 2009, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 849 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,253 (year 2032), Design Load: H 15, Features Intersected: WEST BR OF BRANDYWINE CR, Facility Carried by Structure: WAGONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $556,000, Total Project Cost: $2,548,000
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Structure Number: 10585, Location: N SIDE 30 BYPASS 28G2 (Lat: 39.997617, Lng: -75.837992), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 849 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,253 (year 2032), Design Load: HS 20, Features Intersected: BRANCH ROCK RUN, Facility Carried by Structure: WAGONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.015, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10585, Location: N SIDE 30 BYPASS 28G2 (Lat: 39.997617, Lng: -75.837992), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 849 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,253 (year 2032), Design Load: HS 20, Features Intersected: BRANCH ROCK RUN, Facility Carried by Structure: WAGONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.015, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10586, Location: COATESVILLE RESER. 28E1 (Lat: 40.005892, Lng: -75.852547), Route carried "on" structure: State highway , Year Built: 1973, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 849 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,253 (year 2032), Design Load: HS 20, Features Intersected: ROCK RUN, Facility Carried by Structure: WATER WORKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.585, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 81.6 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $50,000, Total Project Cost: $231,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10586, Location: COATESVILLE RESER. 28E1 (Lat: 40.005892, Lng: -75.852547), Route carried "on" structure: State highway , Year Built: 1973, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 849 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,253 (year 2032), Design Load: HS 20, Features Intersected: ROCK RUN, Facility Carried by Structure: WATER WORKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.585, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 81.6 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $50,000, Total Project Cost: $231,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10588, Location: WAGONTOWN 18G12 (Lat: 40.014417, Lng: -75.842214), Route carried "on" structure: State highway , Year Built: 1928, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 654 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 729 (year 2032), Design Load: H 15, Features Intersected: WEST BR.BRANDYWINE CREEK, Facility Carried by Structure: WAGONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $63,000, Total Project Cost: $288,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10588, Location: WAGONTOWN 18G12 (Lat: 40.014417, Lng: -75.842214), Route carried "on" structure: State highway , Year Built: 1928, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 654 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 729 (year 2032), Design Load: H 15, Features Intersected: WEST BR.BRANDYWINE CREEK, Facility Carried by Structure: WAGONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $63,000, Total Project Cost: $288,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10589, Location: NEAR CEDAR KNOLL 18F11 (Lat: 40.022169, Lng: -75.847794), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 654 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 729 (year 2032), Design Load: HS 20, Features Intersected: WEST BR BRANDYWINE CREEK, Facility Carried by Structure: WAGONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.655, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10589, Location: NEAR CEDAR KNOLL 18F11 (Lat: 40.022169, Lng: -75.847794), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 654 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 729 (year 2032), Design Load: HS 20, Features Intersected: WEST BR BRANDYWINE CREEK, Facility Carried by Structure: WAGONTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.655, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10634, Location: WEST CALN 3469-E6 (Lat: 40.027267, Lng: -75.844783), Route carried "on" structure: ServiceCounty highway , Year Built: 1974, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 158 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 165 (year 2020), Design Load: HS 20, Features Intersected: BIRCH RUN, Facility Carried by Structure: LIONS HEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.0 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.90m (6.23ft), 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: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10634, Location: WEST CALN 3469-E6 (Lat: 40.027267, Lng: -75.844783), Route carried "on" structure: ServiceCounty highway , Year Built: 1974, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 158 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 165 (year 2020), Design Load: HS 20, Features Intersected: BIRCH RUN, Facility Carried by Structure: LIONS HEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.0 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.90m (6.23ft), 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: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10637, Location: VALLEY TOWNSHIP 28J04 (Lat: 39.986431, Lng: -75.827244), Route carried "on" structure: City street , Year Built: 1923, Year Reconstructed: 1984, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 3,775 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,606 (year 2039), Design Load: HS 20, Features Intersected: W BR BRANDYWINE CREEK, Facility Carried by Structure: GLENCREST EAST RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.00m (13.12ft), 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: 10637, Location: VALLEY TOWNSHIP 28J04 (Lat: 39.986431, Lng: -75.827244), Route carried "on" structure: City street , Year Built: 1923, Year Reconstructed: 1984, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 3,775 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,606 (year 2039), Design Load: HS 20, Features Intersected: W BR BRANDYWINE CREEK, Facility Carried by Structure: GLENCREST EAST RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.00m (13.12ft), 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: 1069, Location: W.BRANDYWINE TWP. 18J06 (Lat: 40.049203, Lng: -75.827486), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,498 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,828 (year 2039), Design Load: HS 20, Features Intersected: WEST BR.BRANDYWINE CREEK, Facility Carried by Structure: TELEGRAPH RD(T435)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 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: 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: 2.60m (8.53ft), 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1069, Location: W.BRANDYWINE TWP. 18J06 (Lat: 40.049203, Lng: -75.827486), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,498 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,828 (year 2039), Design Load: HS 20, Features Intersected: WEST BR.BRANDYWINE CREEK, Facility Carried by Structure: TELEGRAPH RD(T435)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 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: 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: 2.60m (8.53ft), 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10831, Location: .5 MI N of CTSVLE 3579-H2 (Lat: 39.993792, Lng: -75.826764), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: BRANDYWINE CREEK, Facility Carried by Structure: VALLEY STATION RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), 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: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $34,000, Total Project Cost: $156,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10831, Location: .5 MI N of CTSVLE 3579-H2 (Lat: 39.993792, Lng: -75.826764), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2038), Design Load: HS 20, Features Intersected: BRANDYWINE CREEK, Facility Carried by Structure: VALLEY STATION RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), 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: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $34,000, Total Project Cost: $156,000, 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: 10872, Location: DOWNINGTOWN 28J2 (Lat: 40.001264, Lng: -75.822714), Route carried "on" structure: Ramp State highway , Year Built: 1963, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,571 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 9,021 (year 2032), Design Load: HS 20, Features Intersected: BR OF W BR BRANDYWINE CK, Facility Carried by Structure: RAMPS C AND D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 10872, Location: DOWNINGTOWN 28J2 (Lat: 40.001264, Lng: -75.822714), Route carried "on" structure: Ramp State highway , Year Built: 1963, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,571 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 9,021 (year 2032), Design Load: HS 20, Features Intersected: BR OF W BR BRANDYWINE CK, Facility Carried by Structure: RAMPS C AND D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 42288, Location: N. OF COATESVILLE 28G2 (Lat: 39.997900, Lng: -75.838161), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 695 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 985 (year 2032), Design Load: HS 20, Features Intersected: ROCK RUN, Facility Carried by Structure: MINERAL SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.6 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42288, Location: N. OF COATESVILLE 28G2 (Lat: 39.997900, Lng: -75.838161), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 695 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 985 (year 2032), Design Load: HS 20, Features Intersected: ROCK RUN, Facility Carried by Structure: MINERAL SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.6 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4268, Location: NEAR CEDAR KNOLL 18H9 (Lat: 40.032917, Lng: -75.833444), Route carried "on" structure: State highway , Year Built: 2004, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,476 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,863 (year 2032), Design Load: HL 93, Features Intersected: W BR BRANDYWINE CREEK, Facility Carried by Structure: CEDAR KNOLL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.118, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 58.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4268, Location: NEAR CEDAR KNOLL 18H9 (Lat: 40.032917, Lng: -75.833444), Route carried "on" structure: State highway , Year Built: 2004, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,476 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,863 (year 2032), Design Load: HL 93, Features Intersected: W BR BRANDYWINE CREEK, Facility Carried by Structure: CEDAR KNOLL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.118, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 58.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 45136, Location: W CALN; W BRANDYW 18J08 (Lat: 40.039900, Lng: -75.827800), Route carried "on" structure: City street T427, Year Built: 2008, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 345 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2020), Design Load: HL 93, Features Intersected: WEST BR. BRANDYWINE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45136, Location: W CALN; W BRANDYW 18J08 (Lat: 40.039900, Lng: -75.827800), Route carried "on" structure: City street T427, Year Built: 2008, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 345 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2020), Design Load: HL 93, Features Intersected: WEST BR. BRANDYWINE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9963, Location: NEAR COATESVILLE 28E03 (Lat: 39.992967, Lng: -75.856206), Route carried "under" structure: State highway , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 250 (year 1980), Truck Traffic: 7%, Features Intersected: COUNTRY CLUB RD(T370), Facility Carried by Structure: ROUTE 30 BY-PASS
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 11.9m (39.0ft)
Structure Number: 9963, Location: NEAR COATESVILLE 28E03 (Lat: 39.992967, Lng: -75.856206), Route carried "under" structure: State highway , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 250 (year 1980), Truck Traffic: 7%, Features Intersected: COUNTRY CLUB RD(T370), Facility Carried by Structure: ROUTE 30 BY-PASS
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 11.9m (39.0ft)
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Structure Number: 9965, Location: NEAR COATESVILLE 28G2 (Lat: 39.996972, Lng: -75.837653), Route carried "under" structure: State highway , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 849 (year 2022), Truck Traffic: 4%, Features Intersected: WAGONTOWN ROAD, ROCK RUN, Facility Carried by Structure: ROUTE 30 BY-PASS
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 1.015, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 9965, Location: NEAR COATESVILLE 28G2 (Lat: 39.996972, Lng: -75.837653), Route carried "under" structure: State highway , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 849 (year 2022), Truck Traffic: 4%, Features Intersected: WAGONTOWN ROAD, ROCK RUN, Facility Carried by Structure: ROUTE 30 BY-PASS
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 1.015, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 9968, Location: NORTH COATESVILLE 28K02 (Lat: 40.001047, Lng: -75.821592), Route carried "under" structure: State highway 82, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,574 (year 2021), Truck Traffic: 8%, Features Intersected: FIRST AVENUE NORTH, Facility Carried by Structure: ROUTE 30 BY-PASS
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 23.395, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 9968, Location: NORTH COATESVILLE 28K02 (Lat: 40.001047, Lng: -75.821592), Route carried "under" structure: State highway 82, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,574 (year 2021), Truck Traffic: 8%, Features Intersected: FIRST AVENUE NORTH, Facility Carried by Structure: ROUTE 30 BY-PASS
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 23.395, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 9968, Location: NORTH COATESVILLE 28K02 (Lat: 40.001047, Lng: -75.821592), Route carried "under" structure: State highway 82, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,574 (year 2021), Truck Traffic: 8%, Features Intersected: FIRST AVENUE NORTH, Facility Carried by Structure: ROUTE 30 BY-PASS
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 23.403, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 9968, Location: NORTH COATESVILLE 28K02 (Lat: 40.001047, Lng: -75.821592), Route carried "under" structure: State highway 82, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 2,574 (year 2021), Truck Traffic: 8%, Features Intersected: FIRST AVENUE NORTH, Facility Carried by Structure: ROUTE 30 BY-PASS
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 23.403, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)