Bridge Statistics for Woxhall, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 151ft / 45.6mTotal length
- $4,508,000Total costs
- 50,179Total average daily traffic
- 4,012Total average daily truck traffic
- 61,491Total future (year 2015) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Woxhall
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 41910-1919
- 31920-1929
- 21930-1939
- 31960-1969
- 12000-2009
- 42010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 42000-2009
- Bridge Condition - Deck
- 23.1%Excellent
- 23.1%Very good
- 7.7%Good
- 15.4%Fair
- 23.1%Poor
- 7.7%Serious
- Bridge Condition - Superstructure
- 17.6%Excellent
- 17.6%Very good
- 5.9%Good
- 11.8%Satisfactory
- 11.8%Fair
- 23.5%Poor
- 5.9%Serious
- 5.9%Imminent failure
- Bridge Condition - Substructure
- 17.6%Excellent
- 5.9%Very good
- 11.8%Good
- 11.8%Satisfactory
- 29.4%Fair
- 11.8%Poor
- 5.9%Critical
- 5.9%Imminent failure
- Bridge Condition - Channel
- 5.3%Very good
- 5.3%Good
- 15.8%Satisfactory
- 26.3%Fair
- 36.8%Poor
- 5.3%Critical
- 5.3%Imminent failure
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Structure Number: 27165, Location: S.OF GREEN LANE 06K09 (Lat: 40.322961, Lng: -75.480419), Route carried "on" structure: State highway 29, Year Built: 1967, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 6,747 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 8,435 (year 2032), Design Load: HS 20, Features Intersected: PERKIOMEN CREEK/2917-D9, Facility Carried by Structure: GRAVEL PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.915, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 59.0 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: 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: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $99,000, Total Project Cost: $456,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27165, Location: S.OF GREEN LANE 06K09 (Lat: 40.322961, Lng: -75.480419), Route carried "on" structure: State highway 29, Year Built: 1967, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 6,747 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 8,435 (year 2032), Design Load: HS 20, Features Intersected: PERKIOMEN CREEK/2917-D9, Facility Carried by Structure: GRAVEL PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.915, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 59.0 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: 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: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $99,000, Total Project Cost: $456,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27555, Location: NR.BUCKS CTY.LINE 08A04 (Lat: 40.355314, Lng: -75.405344), Route carried "on" structure: State highway , Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 402 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 597 (year 2032), Design Load: H 15, Features Intersected: RIDGE VALLEY CR/2918F4, Facility Carried by Structure: WHITES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.940, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $88,000, Total Project Cost: $404,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27555, Location: NR.BUCKS CTY.LINE 08A04 (Lat: 40.355314, Lng: -75.405344), Route carried "on" structure: State highway , Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 402 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 597 (year 2032), Design Load: H 15, Features Intersected: RIDGE VALLEY CR/2918F4, Facility Carried by Structure: WHITES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.940, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $88,000, Total Project Cost: $404,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27556, Location: S.BUCKS CO LN. 7H1/2917J7 (Lat: 40.367881, Lng: -75.422983), Route carried "on" structure: State highway , Year Built: 1910, Year Reconstructed: 2012, Status: Closed, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 305 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 463 (year 2032), Design Load: H 15, Features Intersected: UNAMI CREEK, Facility Carried by Structure: SWAMP CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $201,000, Total Project Cost: $920,000
Structure Number: 27556, Location: S.BUCKS CO LN. 7H1/2917J7 (Lat: 40.367881, Lng: -75.422983), Route carried "on" structure: State highway , Year Built: 1910, Year Reconstructed: 2012, Status: Closed, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 305 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 463 (year 2032), Design Load: H 15, Features Intersected: UNAMI CREEK, Facility Carried by Structure: SWAMP CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $201,000, Total Project Cost: $920,000
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Structure Number: 27561, Location: PERKIOMENVILLE 07B13 (Lat: 40.304614, Lng: -75.466719), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 399 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 791 (year 2032), Design Load: HL 93, Features Intersected: PERKIOMEN CREEK, Facility Carried by Structure: HENDRICKS STATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Poor, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $91,000, Total Project Cost: $416,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27561, Location: PERKIOMENVILLE 07B13 (Lat: 40.304614, Lng: -75.466719), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 2011, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 399 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 791 (year 2032), Design Load: HL 93, Features Intersected: PERKIOMEN CREEK, Facility Carried by Structure: HENDRICKS STATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Poor, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $91,000, Total Project Cost: $416,000, 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: 27562, Location: FREDERICK 13E1/3028H3 (Lat: 40.300306, Lng: -75.513372), Route carried "on" structure: State highway , Year Built: 1932, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,495 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,862 (year 2032), Design Load: H 15, Features Intersected: SCIOTA CREEK, Facility Carried by Structure: PERKIOMENVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.602, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $142,000, Total Project Cost: $650,000
Structure Number: 27562, Location: FREDERICK 13E1/3028H3 (Lat: 40.300306, Lng: -75.513372), Route carried "on" structure: State highway , Year Built: 1932, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,495 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,862 (year 2032), Design Load: H 15, Features Intersected: SCIOTA CREEK, Facility Carried by Structure: PERKIOMENVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.602, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $142,000, Total Project Cost: $650,000
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Structure Number: 27563, Location: U. FREDERICK 6G12/3028K1 (Lat: 40.307783, Lng: -75.503589), Route carried "on" structure: State highway , Year Built: 1927, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,411 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,883 (year 2032), Design Load: H 15, Features Intersected: GOSHENHOPPEN CREEK, Facility Carried by Structure: PERKIOMENVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.436, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.5 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.30m (4.27ft), 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: $7,000, Roadway Improvement Cost: $20,000, Total Project Cost: $91,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27563, Location: U. FREDERICK 6G12/3028K1 (Lat: 40.307783, Lng: -75.503589), Route carried "on" structure: State highway , Year Built: 1927, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,411 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,883 (year 2032), Design Load: H 15, Features Intersected: GOSHENHOPPEN CREEK, Facility Carried by Structure: PERKIOMENVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.436, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.5 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.30m (4.27ft), 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: $7,000, Roadway Improvement Cost: $20,000, Total Project Cost: $91,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27564, Location: 1MI.N. PA 63 7E7/2917J7 (Lat: 40.334297, Lng: -75.449083), Route carried "on" structure: State highway , Year Built: 1892, Year Reconstructed: 2012, Status: Closed, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 203 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 181 (year 2032), Design Load: H 15, Features Intersected: UNAMI CREEK, Facility Carried by Structure: SWAMP CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.492, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Imminent failure, Substructure: Imminent failure, Channel: Imminent failure, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $62,000, Total Project Cost: $285,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27564, Location: 1MI.N. PA 63 7E7/2917J7 (Lat: 40.334297, Lng: -75.449083), Route carried "on" structure: State highway , Year Built: 1892, Year Reconstructed: 2012, Status: Closed, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 203 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 181 (year 2032), Design Load: H 15, Features Intersected: UNAMI CREEK, Facility Carried by Structure: SWAMP CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.492, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Imminent failure, Substructure: Imminent failure, Channel: Imminent failure, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $62,000, Total Project Cost: $285,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2794, Location: .25 MiE PA-63 ADC 2917-J8 (Lat: 40.325786, Lng: -75.445253), Route carried "on" structure: City street , Year Built: 1922, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 99 (year 2019), Average Future Daily Traffic: 121 (year 2018), Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: ROSTKOWSKI ROAD
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $99,000, Total Project Cost: $454,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2794, Location: .25 MiE PA-63 ADC 2917-J8 (Lat: 40.325786, Lng: -75.445253), Route carried "on" structure: City street , Year Built: 1922, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 99 (year 2019), Average Future Daily Traffic: 121 (year 2018), Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: ROSTKOWSKI ROAD
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $99,000, Total Project Cost: $454,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 27942, Location: DIETZ MILL-LR386 2918-D6 (Lat: 40.343108, Lng: -75.413214), Route carried "on" structure: City street , Year Built: 1913, Year Reconstructed: 2014, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 256 (year 2019), Average Future Daily Traffic: 300 (year 2015), Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: DIETZ MILL ROAD
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: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $102,000
Structure Number: 27942, Location: DIETZ MILL-LR386 2918-D6 (Lat: 40.343108, Lng: -75.413214), Route carried "on" structure: City street , Year Built: 1913, Year Reconstructed: 2014, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 256 (year 2019), Average Future Daily Traffic: 300 (year 2015), Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: DIETZ MILL ROAD
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: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $102,000
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Structure Number: 27944, Location: 0.9 Mi N SR563 2918-D6 (Lat: 40.341119, Lng: -75.417114), Route carried "on" structure: City street , Year Built: 1918, Status: Closed, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 44 (year 2013), Average Future Daily Traffic: 45 (year 2018), Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: KING ROAD
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Critical, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $41,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27944, Location: 0.9 Mi N SR563 2918-D6 (Lat: 40.341119, Lng: -75.417114), Route carried "on" structure: City street , Year Built: 1918, Status: Closed, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 44 (year 2013), Average Future Daily Traffic: 45 (year 2018), Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: KING ROAD
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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Critical, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $41,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27945, Location: 3 MI N SR 63 ADC 2918-B3 (Lat: 40.357900, Lng: -75.426597), Route carried "on" structure: State highway , Year Built: 1919, Year Reconstructed: 1968, Status: Closed, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 51 (year 2019), Average Future Daily Traffic: 40 (year 2018), Features Intersected: UNAMI CREEK, Facility Carried by Structure: PRICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum 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: April 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $216,000
Structure Number: 27945, Location: 3 MI N SR 63 ADC 2918-B3 (Lat: 40.357900, Lng: -75.426597), Route carried "on" structure: State highway , Year Built: 1919, Year Reconstructed: 1968, Status: Closed, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 51 (year 2019), Average Future Daily Traffic: 40 (year 2018), Features Intersected: UNAMI CREEK, Facility Carried by Structure: PRICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum 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: April 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $216,000
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Structure Number: 28097, Location: 1.2 MI NE OF SR73 3029-A2 (Lat: 40.301808, Lng: -75.496758), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 650 (year 2035), Design Load: HS 20, Features Intersected: GOSHENHOPPEN CReeK, Facility Carried by Structure: FAUST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $71,000, Total Project Cost: $326,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28097, Location: 1.2 MI NE OF SR73 3029-A2 (Lat: 40.301808, Lng: -75.496758), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 650 (year 2035), Design Load: HS 20, Features Intersected: GOSHENHOPPEN CReeK, Facility Carried by Structure: FAUST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $71,000, Total Project Cost: $326,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28098, Location: 0.4MI NE OFSR0073 3028-G2 (Lat: 40.304875, Lng: -75.521136), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 712 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 800 (year 2035), Features Intersected: SCIOTO CREEK, Facility Carried by Structure: HEIMBACH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 28098, Location: 0.4MI NE OFSR0073 3028-G2 (Lat: 40.304875, Lng: -75.521136), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 712 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 800 (year 2035), Features Intersected: SCIOTO CREEK, Facility Carried by Structure: HEIMBACH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 47331, Location: 1 Mi N PA-563 2918-B7 (Lat: 40.331919, Lng: -75.427489), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 63 (year 2032), Design Load: HS 20, Features Intersected: Ridge Valley Creek, Facility Carried by Structure: Hausman Rd (T-398)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township 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: 8.5m (27.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Poor, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 47331, Location: 1 Mi N PA-563 2918-B7 (Lat: 40.331919, Lng: -75.427489), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 63 (year 2032), Design Load: HS 20, Features Intersected: Ridge Valley Creek, Facility Carried by Structure: Hausman Rd (T-398)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township 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: 8.5m (27.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Poor, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47594, Location: 1 MI. E. PA-29 3029G03 (Lat: 40.298361, Lng: -75.456692), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 958 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 423 (year 2032), Design Load: HL 93, Features Intersected: PERKIOMEN CREEK, Facility Carried by Structure: SALFORD STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.741, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), 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: Very good, Substructure: Good, Channel: Fair, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47594, Location: 1 MI. E. PA-29 3029G03 (Lat: 40.298361, Lng: -75.456692), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 958 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 423 (year 2032), Design Load: HL 93, Features Intersected: PERKIOMEN CREEK, Facility Carried by Structure: SALFORD STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.741, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), 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: Very good, Substructure: Good, Channel: Fair, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47595, Location: 1 MI. E. PA-29 3029H03 (Lat: 40.298139, Lng: -75.455511), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 958 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 423 (year 2032), Design Load: HL 93, Features Intersected: MILL RACE, Facility Carried by Structure: SALFORD STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.741, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), 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: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47595, Location: 1 MI. E. PA-29 3029H03 (Lat: 40.298139, Lng: -75.455511), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 958 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 423 (year 2032), Design Load: HL 93, Features Intersected: MILL RACE, Facility Carried by Structure: SALFORD STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.741, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), 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: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5737, Location: 1.5MI. E. PA-29 2917H08 (Lat: 40.326067, Lng: -75.449739), Route carried "on" structure: State highway 63, Year Built: 2019, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 11,667 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,208 (year 2032), Design Load: HL 93, Features Intersected: UNAMI CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.395, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5737, Location: 1.5MI. E. PA-29 2917H08 (Lat: 40.326067, Lng: -75.449739), Route carried "on" structure: State highway 63, Year Built: 2019, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 11,667 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,208 (year 2032), Design Load: HL 93, Features Intersected: UNAMI CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.395, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 57371, Location: 2MI. E. PA-29 2917J08 (Lat: 40.325278, Lng: -75.448972), Route carried "on" structure: State highway 63, Year Built: 2019, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 11,667 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,208 (year 2032), Design Load: HL 93, Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.395, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 57371, Location: 2MI. E. PA-29 2917J08 (Lat: 40.325278, Lng: -75.448972), Route carried "on" structure: State highway 63, Year Built: 2019, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 11,667 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,208 (year 2032), Design Load: HL 93, Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.395, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 67944, Location: GREEN LANE 07J13 (Lat: 40.304739, Lng: -75.421250), Route carried "on" structure: State highway 63, Year Built: 2020, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,255 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 15,998 (year 2032), Design Load: HL 93, Features Intersected: EAST BR. PERKIOMEN CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.978, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 67944, Location: GREEN LANE 07J13 (Lat: 40.304739, Lng: -75.421250), Route carried "on" structure: State highway 63, Year Built: 2020, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,255 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 15,998 (year 2032), Design Load: HL 93, Features Intersected: EAST BR. PERKIOMEN CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.978, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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