Bridge Statistics for West Chester, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 9922,  Location: 5MI.TO LR-15090 32B10 (Lat: 39.962400,  Lng: -75.600897),  Route carried "on" structure: State highway 3,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 18,590 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,452 (year 2032),  Design Load: HS 20,  Features Intersected: PENN CENTRAL (ABANDONED),  Facility Carried by Structure: EAST GAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.753,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Railroad,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10036,  Location: .7 MI. S PRICE STR. 41A1 (Lat: 39.942861,  Lng: -75.609850),  Route carried "on" structure: State highway 52,  Year Built: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 7,105 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,790 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH PLUM RUN,  Facility Carried by Structure: LENAPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.783,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 54.4 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 minimum 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: January 2020

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Structure Number: 10057,  Location: LEANAPE 40H06 (Lat: 39.914331,  Lng: -75.627656),  Route carried "on" structure: State highway 100,  Year Built: 1960,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,055 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,659 (year 2032),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.465,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 8.8m (28.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10058,  Location: NEAR WEST CHESTER 31K8 (Lat: 39.973203,  Lng: -75.614581),  Route carried "on" structure: State highway 100,  Year Built: 1955,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 16,134 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,437 (year 2032),  Design Load: HS 20,  Features Intersected: W. CHESTER BYPASS (322),  Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.407,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $719,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10059,  Location: NEAR WEST CHESTER 31K8 (Lat: 39.973419,  Lng: -75.614706),  Route carried "on" structure: State highway 100,  Year Built: 1953,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,134 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,437 (year 2035),  Design Load: HS 20,  Features Intersected: TAYLOR RUN,  Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.407,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: January 2020

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Structure Number: 10087,  Location: 1MI.COUNTY LINE 31F10 (Lat: 39.960394,  Lng: -75.638867),  Route carried "on" structure: State highway 162,  Year Built: 1969,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,614 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,373 (year 2032),  Design Load: HS 20,  Features Intersected: TAYLORS RUN,  Facility Carried by Structure: STRASBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.304,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 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: 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: 1.70m (5.58ft),  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: 10089,  Location: SOUTH WEST CHESTER 41C1 (Lat: 39.940275,  Lng: -75.590728),  Route carried "on" structure: US 202,  Year Built: 1953,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 46,231 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,850 (year 2032),  Design Load: HS 20,  Features Intersected: HIGH STREET,  Facility Carried by Structure: WEST CHESTER BYPAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.971,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $879,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10091,  Location: NEAR WEST CHESTER 32E12 (Lat: 39.949661,  Lng: -75.582317),  Route carried "on" structure: US 202,  Year Built: 1954,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 46,231 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,850 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH CHESTER CREEK,  Facility Carried by Structure: WEST CHESTER BYPAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.734,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 89.8 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: 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: January 2020

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Structure Number: 10093,  Location: NEAR WEST CHESTER 32E12 (Lat: 39.951861,  Lng: -75.581558),  Route carried "on" structure: US 202,  Year Built: 1954,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 46,231 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,850 (year 2032),  Design Load: HS 20,  Features Intersected: BOLMAR STREET(T349),  Facility Carried by Structure: WEST CHESTER BYPAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.412,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $116,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10103,  Location: WEST CHESTER 32D07 (Lat: 39.980772,  Lng: -75.588289),  Route carried "on" structure: US 202,  Year Built: 1968,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 36,343 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,918 (year 2032),  Design Load: HS 20,  Features Intersected: WEST CHESTER BYPASS WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.872,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10265,  Location: SHAWS BRIDGE 40E04 (Lat: 39.925244,  Lng: -75.648506),  Route carried "on" structure: State highway 842,  Year Built: 1952,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 4,494 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,552 (year 2032),  Design Load: HS 20,  Features Intersected: E.BR.BRANDYWINE CREEK,  Facility Carried by Structure: BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.737,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10282,  Location: .3MI.W.ROUTE 100 40G09 (Lat: 39.897311,  Lng: -75.632292),  Route carried "on" structure: State highway 926,  Year Built: 1937,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 7,070 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,502 (year 2032),  Design Load: HS 20,  Features Intersected: POCOPSON CREEK,  Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.388,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  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: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 56.2 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $198,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10388,  Location: 2MI.N.WEST CHESTER 32C04 (Lat: 39.996253,  Lng: -75.594133),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 13,609 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,701 (year 2032),  Design Load: HS 20,  Features Intersected: PA 100 BYPASS,  Facility Carried by Structure: PHOENIXVILLE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.141,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  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: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Better than present minimum criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10393,  Location: NR.WEST CHESTER 32H06 (Lat: 39.984228,  Lng: -75.562303),  Route carried "on" structure: State highway ,  Year Built: 1946,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 11,023 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,344 (year 2032),  Design Load: HS 20,  Features Intersected: CHESTER CREEK,  Facility Carried by Structure: PAOLI PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.330,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 61.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $110,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10456,  Location: 1 MI. S OF SR 926 40H9 (Lat: 39.896922,  Lng: -75.624086),  Route carried "on" structure: State highway ,  Year Built: 1929,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,209 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,287 (year 2032),  Design Load: H 15,  Features Intersected: POCOPSON CREEK,  Facility Carried by Structure: POCOPSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $42,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10542,  Location: EAST BRADFORD TWP. 31E6 (Lat: 39.985206,  Lng: -75.646558),  Route carried "on" structure: State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,868 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,115 (year 2032),  Design Load: HS 20,  Features Intersected: BROAD RUN,  Facility Carried by Structure: COPELAND SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1056,  Location: N.WEST CHESTER 31G09 (Lat: 39.965922,  Lng: -75.631872),  Route carried "on" structure: US 322B,  Year Built: 1928,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,910 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,118 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: TAYLORS RUN,  Facility Carried by Structure: DOWNINGTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $106,000,  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: 10782,  Location: E GOSHEN TWP ADC 3583-K4 (Lat: 39.979039,  Lng: -75.563044),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,350 (year 1989),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,090 (year 2009),  Design Load: HS 20,  Features Intersected: TRIBUTARY OF CHESTER CRE,  Facility Carried by Structure: ELLIS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10783,  Location: 0.9 MI NW OF SR3 3584-B4 (Lat: 39.976628,  Lng: -75.551592),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 220 (year 1989),  Truck Traffic: 2%,  Average Future Daily Traffic: 308 (year 2015),  Design Load: HS 20,  Features Intersected: CHESTER CREEK TRIBUTARY,  Facility Carried by Structure: BALDWIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $113,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10846,  Location: At WC Reservoir 3583-J3 (Lat: 39.985181,  Lng: -75.570950),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,040 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,000 (year 2035),  Features Intersected: EAST BR CHESTER CREEK,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 48.1 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 10875,  Location: US 322 INTERCH. 31K8 (Lat: 39.973831,  Lng: -75.614700),  Route carried "on" structure: Ramp State highway ,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,360 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,512 (year 2035),  Design Load: HS 20,  Features Intersected: TAYLOR RUN,  Facility Carried by Structure: ON-RAMP TO SR 3100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Serious,  Culverts: Fair,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2020,  Other Special Inspection Date: January 2021

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Structure Number: 46069,  Location: NEAR WEST CHESTER 32E12 (Lat: 39.951044,  Lng: -75.581764),  Route carried "on" structure: US 202,  Year Built: 2011,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 46,231 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,850 (year 2032),  Design Load: HL 93,  Features Intersected: WEST CHESTER RR (SEPTA),  Facility Carried by Structure: WEST CHESTER BYPAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.412,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.8 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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 47164,  Location: 0.6 Mi. E US-202 3583-J8 (Lat: 39.952131,  Lng: -75.571697),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 100 (year 2022),  Design Load: HS 25 or greater,  Features Intersected: TRIB. TO CHESTER CREEK,  Facility Carried by Structure: COLD SPRINGS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 54189,  Location: S of Ward Ave. 3583-F2 (Lat: 39.988178,  Lng: -75.588639),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 800 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,663 (year 2032),  Design Load: HS 20,  Features Intersected: E Br of Chester Creek,  Facility Carried by Structure: N Five Points Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  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: 8.1m (26.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 54193,  Location: N WChester Bypass 3583A5 (Lat: 39.971256,  Lng: -75.619119),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,079 (year 2032),  Design Load: H 20,  Features Intersected: Taylor Run,  Facility Carried by Structure: N New Street
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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54528,  Location: .2MI. W. RTE 100 3693A6 (Lat: 39.900728,  Lng: -75.623628),  Route carried "on" structure: State highway 926,  Year Built: 2017,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 11,427 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,698 (year 2032),  Design Load: HL 93,  Features Intersected: BRANDYWINE CREEK,  Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.388,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 54529,  Location: AT SR 100 3693A6 (Lat: 39.900678,  Lng: -75.620678),  Route carried "on" structure: State highway 926,  Year Built: 2017,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 11,427 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,698 (year 2032),  Design Load: HL 93,  Features Intersected: RADLEY RUN,  Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.394,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 65.8 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: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 57669,  Location: E of Trellis Lane 3583J10 (Lat: 39.942125,  Lng: -75.572136),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,100 (year 2032),  Design Load: HL 93,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: OAKBOURNE ROAD
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: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Channel: Good,  Culverts: Very good,  Operating Rating: 53.8 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: 33.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 10033,  Location: 1MI.TO ROUTE 282 40G6 (Lat: 39.914892,  Lng: -75.629900),  Route carried "under" structure: Other road ,  Year Built: 1912,  Structure Length: 0. m,  Features Intersected: BRANDYWINE CREEK FLOOD,  Facility Carried by Structure: LENAPE ROAD
Minimum Vertical Clearance: 2.49m (8.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 10058,  Location: NEAR WEST CHESTER 31K8 (Lat: 39.973203,  Lng: -75.614581),  Route carried "under" structure: US 322,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 4,566 (year 2020),  Truck Traffic: 13%,  Features Intersected: W. CHESTER BYPASS (322),  Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 34.075,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 10058,  Location: NEAR WEST CHESTER 31K8 (Lat: 39.973203,  Lng: -75.614581),  Route carried "under" structure: US 322,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 6,629 (year 2022),  Truck Traffic: 6%,  Features Intersected: W. CHESTER BYPASS (322),  Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 34.075,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 10089,  Location: SOUTH WEST CHESTER 41C1 (Lat: 39.940275,  Lng: -75.590728),  Route carried "under" structure: Business US 322B,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 3,832 (year 2020),  Truck Traffic: 9%,  Features Intersected: HIGH STREET,  Facility Carried by Structure: WEST CHESTER BYPAS
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 10089,  Location: SOUTH WEST CHESTER 41C1 (Lat: 39.940275,  Lng: -75.590728),  Route carried "under" structure: Business US 322B,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 3,832 (year 2020),  Truck Traffic: 9%,  Features Intersected: HIGH STREET,  Facility Carried by Structure: WEST CHESTER BYPAS
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 10093,  Location: NEAR WEST CHESTER 32E12 (Lat: 39.951861,  Lng: -75.581558),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 1980),  Features Intersected: BOLMAR STREET(T349),  Facility Carried by Structure: WEST CHESTER BYPAS
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 10103,  Location: WEST CHESTER 32D07 (Lat: 39.980772,  Lng: -75.588289),  Route carried "under" structure: US 322,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 6,695 (year 2021),  Truck Traffic: 7%,  Features Intersected: WEST CHESTER BYPASS WB,  Facility Carried by Structure: US 202(NB)
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 36.743,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 10105,  Location: WEST CHESTER 32D7 (Lat: 39.980833,  Lng: -75.588561),  Route carried "under" structure: US 322,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 6,695 (year 2021),  Truck Traffic: 7%,  Features Intersected: WEST CHESTER BYPASS WB,  Facility Carried by Structure: US 202 (SB)
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 36.743,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 10205,  Location: NORTH WEST CHESTER 32A07 (Lat: 39.976864,  Lng: -75.606608),  Route carried "under" structure: US 322,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 9,131 (year 2020),  Truck Traffic: 13%,  Features Intersected: WEST CHESTER BY-PASS,  Facility Carried by Structure: NORTH PENN DRIVE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 34.514,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 10388,  Location: 2MI.N.WEST CHESTER 32C04 (Lat: 39.996253,  Lng: -75.594133),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,446 (year 2022),  Truck Traffic: 12%,  Features Intersected: PA 100 BYPASS,  Facility Carried by Structure: PHOENIXVILLE PIKE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 1.392,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 10388,  Location: 2MI.N.WEST CHESTER 32C04 (Lat: 39.996253,  Lng: -75.594133),  Route carried "under" structure: Bypass State highway 100,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 17,606 (year 2022),  Truck Traffic: 16%,  Features Intersected: PA 100 BYPASS,  Facility Carried by Structure: PHOENIXVILLE PIKE
Minimum Vertical Clearance: 4.58m (15.03ft),  Kilometerpoint: 1.015,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 10392,  Location: .5 MI N PAOLI PIKE 32D7 (Lat: 39.977575,  Lng: -75.586247),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 36,343 (year 2021),  Truck Traffic: 6%,  Features Intersected: US 202,  Facility Carried by Structure: FERNHILL ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 9.485,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 10392,  Location: .5 MI N PAOLI PIKE 32D7 (Lat: 39.977575,  Lng: -75.586247),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 39,149 (year 2021),  Truck Traffic: 6%,  Features Intersected: US 202,  Facility Carried by Structure: FERNHILL ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.450,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 10392,  Location: .5 MI N PAOLI PIKE 32D7 (Lat: 39.977575,  Lng: -75.586247),  Route carried "under" structure: Bypass US 322,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 6,695 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 202,  Facility Carried by Structure: FERNHILL ROAD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 36.743,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 10408,  Location: N. W. CHESTER 32D5/3583F2 (Lat: 39.991772,  Lng: -75.588614),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 23,045 (year 2021),  Truck Traffic: 10%,  Features Intersected: US 202 BY-PASS,  Facility Carried by Structure: PA 100 BYPASS
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 11.119,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 10408,  Location: N. W. CHESTER 32D5/3583F2 (Lat: 39.991772,  Lng: -75.588614),  Route carried "under" structure: US 202,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,061 (year 2021),  Truck Traffic: 11%,  Features Intersected: US 202 BY-PASS,  Facility Carried by Structure: PA 100 BYPASS
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 11.119,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)