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

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Structure Number: 9952,  Location: NEAR VALLEY STORE 23B06 (Lat: 40.058789,  Lng: -75.530608),  Route carried "on" structure: State highway 29,  Year Built: 1964,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 28,284 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,240 (year 2032),  Design Load: HS 20,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: MOREHALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.822,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 78.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2020

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Structure Number: 10132,  Location: MALVERN 22H7 (Lat: 40.051547,  Lng: -75.561231),  Route carried "on" structure: US 202,  Year Built: 1967,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 80,160 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 85,771 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.630,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 10219,  Location: 2.0 MI TO FRAZER 32K5 (Lat: 39.991319,  Lng: -75.543456),  Route carried "on" structure: State highway 352,  Year Built: 1966,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 7,180 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,287 (year 2032),  Design Load: HS 20,  Features Intersected: RIDLEY CREEK,  Facility Carried by Structure: CHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.878,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 62.6 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: 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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $147,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10221,  Location: FRAZER S. US 30 22H10 (Lat: 40.036033,  Lng: -75.559017),  Route carried "on" structure: State highway 352,  Year Built: 1998,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 10,197 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,148 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: NSRC (EARNEST-GLEN),  Facility Carried by Structure: SPROUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.437,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $800,000,  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: 10295,  Location: CHESTER VALLEY 23B07 (Lat: 40.049556,  Lng: -75.535528),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 7,965 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,618 (year 2032),  Design Load: HS 20,  Features Intersected: CONRAIL(ABANDONED),  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.462,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  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

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Structure Number: 10302,  Location: 1.7 MI. N. SR 30 22F6 (Lat: 40.054408,  Lng: -75.570725),  Route carried "on" structure: State highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 15,676 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,147 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: PHOENIXVILLE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.005,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 10387,  Location: .7 MI. EAST PA 352 33D7 (Lat: 39.980917,  Lng: -75.516831),  Route carried "on" structure: State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,736 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,027 (year 2032),  Design Load: HS 20,  Features Intersected: RIDLEY CREEK,  Facility Carried by Structure: EAST STRASBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.980,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  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: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10394,  Location: W. OF RTE. 352 32J5 (Lat: 39.990931,  Lng: -75.549286),  Route carried "on" structure: State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 11,125 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 14,454 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: W. BR. RIDLEY CREEK,  Facility Carried by Structure: PAOLI PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.435,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $561,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10395,  Location: 1MI.E.CHESTER RD. 33A02 (Lat: 40.007875,  Lng: -75.536394),  Route carried "on" structure: State highway ,  Year Built: 1946,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,480 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,882 (year 2032),  Design Load: H 20,  Features Intersected: BRANCH RIDLEY CREEK,  Facility Carried by Structure: PAOLI PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.659,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10704,  Location: E GOSHEN TWP 3584-H4 (Lat: 39.980336,  Lng: -75.514089),  Route carried "on" structure: City street ,  Year Built: 1922,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,886 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,075 (year 2023),  Features Intersected: RIDLEY CREEK,  Facility Carried by Structure: DUTTON MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $363,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10753,  Location: NEAR DEVAULT (Lat: 40.076725,  Lng: -75.539333),  Route carried "on" structure: Interstate 76,  Year Built: 2003,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 42,480 (year 2001),  Truck Traffic: 20%,  Average Future Daily Traffic: 52,230 (year 2030),  Design Load: HS 20,  Features Intersected: SR1003,NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 36 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $442,000,  Total Project Cost: $2,026,000,  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: 10754,  Location: EAST OF DEVAULT (Lat: 40.076267,  Lng: -75.537069),  Route carried "on" structure: Interstate 76,  Year Built: 2002,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 42,480 (year 2001),  Truck Traffic: 20%,  Average Future Daily Traffic: 52,230 (year 2030),  Design Load: HS 20,  Features Intersected: SR 0029, LR15050
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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 48 months,  Inspection Date: May 2019,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $408,000,  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: 10781,  Location: 0.25 Mi E PA 352 3584-D2 (Lat: 39.992936,  Lng: -75.539319),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 970 (year 1989),  Average Future Daily Traffic: 1,400 (year 2033),  Design Load: HL 93,  Features Intersected: RIDLEY CREEK,  Facility Carried by Structure: EAST BOOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $8,000,  Total Project Cost: $113,000,  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: 10792,  Location: .4 Mi N US-202 3474-E1 (Lat: 40.057578,  Lng: -75.531250),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 420 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 500 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: OLD MOREHALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10867,  Location: 2000' S OF RT 30 3474-J5 (Lat: 40.037197,  Lng: -75.512900),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,750 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK (HBSG. BRANCH),  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44297,  Location: .4 MI. N OF PA 401 22J7 (Lat: 40.051847,  Lng: -75.555022),  Route carried "on" structure: State highway ,  Year Built: 2007,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 2,064 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,483 (year 2032),  Design Load: HL 93,  Features Intersected: US ROUTE 202,  Facility Carried by Structure: MILL LANE (T488)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44451,  Location: NEAR 401 22G7 / 3473K3 (Lat: 40.049619,  Lng: -75.565281),  Route carried "on" structure: State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 3,588 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,033 (year 2032),  Design Load: HL 93,  Features Intersected: US-202 BYPASS;RAMP M,  Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 45814,  Location: .4MI. S.PA29 INT. 3474E02 (Lat: 40.051633,  Lng: -75.533417),  Route carried "on" structure: State highway ,  Year Built: 2010,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 12,607 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,744 (year 2032),  Design Load: HL 93,  Features Intersected: US RTE 202,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.967,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 46025,  Location: US202 /PA 29 INT. 3474F2 (Lat: 40.051389,  Lng: -75.526361),  Route carried "on" structure: State highway 29,  Year Built: 2010,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 25,224 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,310 (year 2032),  Design Load: HL 93,  Features Intersected: US RTE 202,  Facility Carried by Structure: MOREHALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.621,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 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: 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: July 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: 47713,  Location: SR 29 Interchange (Lat: 40.073333,  Lng: -75.533889),  Route carried "on" structure: Ramp Interstate 76,  Year Built: 2012,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2030),  Design Load: HS 20,  Features Intersected: Atwater Drive,  Facility Carried by Structure: Ramp C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 514.250,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.9m (226.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  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: 47714,  Location: SR 29 Interchange (Lat: 40.074167,  Lng: -75.533333),  Route carried "on" structure: Ramp Interstate 476,  Year Built: 2012,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2030),  Design Load: HL 93,  Features Intersected: SR 1016,  Facility Carried by Structure: Ramp C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 514.298,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.6 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: 38.2 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47715,  Location: SR 29 Interchange (Lat: 40.074975,  Lng: -75.530883),  Route carried "on" structure: Ramp Interstate 76,  Year Built: 2012,  Status: Open,  Structure Length: 28.59m (93.80ft),  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 1016 & Atwater Drive,  Facility Carried by Structure: Ramp AB & Ramp D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  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: 47716,  Location: SR 29 Intercharge (Lat: 40.074708,  Lng: -75.529539),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2012,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: Ramp AB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.5 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48724,  Location: 1 MILE N. U.S. 30 3473K0 (Lat: 40.045806,  Lng: -75.568092),  Route carried "on" structure: US 202,  Year Built: 2016,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 97,570 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 85,700 (year 2032),  Design Load: HL 93,  Features Intersected: CHESTER VALLEY TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.778,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Culverts: Good,  Operating Rating: 97.2 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: 96.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 48888,  Location: 1.5 MI. W. PA29 3474B02 (Lat: 40.051300,  Lng: -75.551367),  Route carried "on" structure: US 202,  Year Built: 2014,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 80,160 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 85,771 (year 2032),  Design Load: HL 93,  Features Intersected: VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.882,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 52.2 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: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53219,  Location: 1.5 MI. N. US30 3473K02 (Lat: 40.051144,  Lng: -75.562433),  Route carried "on" structure: US 202,  Year Built: 2016,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 80,160 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 82,778 (year 2032),  Design Load: HL 93,  Features Intersected: CONESTOGA ROAD (PA401)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.630,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.7 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: 38.9 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: Equal to present minimum criteria,  Underclear: Equal to 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: 54187,  Location: West of Line Road 3474D09 (Lat: 40.009667,  Lng: -75.537958),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 305 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: RIDLEY CREEK,  Facility Carried by Structure: MADISON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54255,  Location: 1/2 MI. EAST PA352 3474D9 (Lat: 40.009644,  Lng: -75.538403),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 305 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: RIDLEY CREEK,  Facility Carried by Structure: MADISON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 56079,  Location: WEST OF DEVAULT (Lat: 40.069706,  Lng: -75.571511),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 200 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 300 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-488 YellowSpring
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.7 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: 43.1 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: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10753,  Location: NEAR DEVAULT (Lat: 40.076725,  Lng: -75.539333),  Route carried "under" structure: State highway ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 8,624 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR1003,NORFOLK SOUTHERN,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 8.61m (28.25ft),  Kilometerpoint: 1.434,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 10754,  Location: EAST OF DEVAULT (Lat: 40.076267,  Lng: -75.537069),  Route carried "under" structure: State highway 29,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 9,528 (year 2022),  Truck Traffic: 10%,  Features Intersected: SR 0029, LR15050,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 3.787,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 10754,  Location: EAST OF DEVAULT (Lat: 40.076267,  Lng: -75.537069),  Route carried "under" structure: State highway 29,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 8,056 (year 2022),  Truck Traffic: 10%,  Features Intersected: SR 0029, LR15050,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 3.784,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 44297,  Location: .4 MI. N OF PA 401 22J7 (Lat: 40.051847,  Lng: -75.555022),  Route carried "under" structure: US 202,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 41,770 (year 2020),  Truck Traffic: 11%,  Features Intersected: US ROUTE 202,  Facility Carried by Structure: MILL LANE (T488)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.573,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 44297,  Location: .4 MI. N OF PA 401 22J7 (Lat: 40.051847,  Lng: -75.555022),  Route carried "under" structure: US 202,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 38,390 (year 2020),  Truck Traffic: 11%,  Features Intersected: US ROUTE 202,  Facility Carried by Structure: MILL LANE (T488)
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 19.602,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 44451,  Location: NEAR 401 22G7 / 3473K3 (Lat: 40.049619,  Lng: -75.565281),  Route carried "under" structure: US 202,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 38,390 (year 2020),  Truck Traffic: 11%,  Features Intersected: US-202 BYPASS;RAMP M,  Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 18.643,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 44451,  Location: NEAR 401 22G7 / 3473K3 (Lat: 40.049619,  Lng: -75.565281),  Route carried "under" structure: Ramp State highway ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 5,433 (year 2022),  Truck Traffic: 7%,  Features Intersected: US-202 BYPASS;RAMP M,  Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 44451,  Location: NEAR 401 22G7 / 3473K3 (Lat: 40.049619,  Lng: -75.565281),  Route carried "under" structure: US 202,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 47,284 (year 2021),  Truck Traffic: 6%,  Features Intersected: US-202 BYPASS;RAMP M,  Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 18.630,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 45814,  Location: .4MI. S.PA29 INT. 3474E02 (Lat: 40.051633,  Lng: -75.533417),  Route carried "under" structure: US 202,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 37,062 (year 2022),  Truck Traffic: 9%,  Features Intersected: US RTE 202,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 21.483,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 45814,  Location: .4MI. S.PA29 INT. 3474E02 (Lat: 40.051633,  Lng: -75.533417),  Route carried "under" structure: State highway ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 7,761 (year 2022),  Truck Traffic: 10%,  Features Intersected: US RTE 202,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 45814,  Location: .4MI. S.PA29 INT. 3474E02 (Lat: 40.051633,  Lng: -75.533417),  Route carried "under" structure: US 202,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 38,195 (year 2022),  Truck Traffic: 6%,  Features Intersected: US RTE 202,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 21.435,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 46025,  Location: US202 /PA 29 INT. 3474F2 (Lat: 40.051389,  Lng: -75.526361),  Route carried "under" structure: Ramp State highway ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 7,761 (year 2022),  Truck Traffic: 10%,  Features Intersected: US RTE 202,  Facility Carried by Structure: MOREHALL ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 46025,  Location: US202 /PA 29 INT. 3474F2 (Lat: 40.051389,  Lng: -75.526361),  Route carried "under" structure: US 202,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 38,195 (year 2022),  Truck Traffic: 6%,  Features Intersected: US RTE 202,  Facility Carried by Structure: MOREHALL ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 22.035,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 46025,  Location: US202 /PA 29 INT. 3474F2 (Lat: 40.051389,  Lng: -75.526361),  Route carried "under" structure: US 202,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 37,062 (year 2022),  Truck Traffic: 9%,  Features Intersected: US RTE 202,  Facility Carried by Structure: MOREHALL ROAD
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 22.053,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 47714,  Location: SR 29 Interchange (Lat: 40.074167,  Lng: -75.533333),  Route carried "under" structure: State highway ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 2,508 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 1016,  Facility Carried by Structure: Ramp C
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 47715,  Location: SR 29 Interchange (Lat: 40.074975,  Lng: -75.530883),  Route carried "under" structure: State highway ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 2,508 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 1016 & Atwater Drive,  Facility Carried by Structure: Ramp AB & Ramp D
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 53219,  Location: 1.5 MI. N. US30 3473K02 (Lat: 40.051144,  Lng: -75.562433),  Route carried "under" structure: State highway 401,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 3,814 (year 2022),  Truck Traffic: 4%,  Features Intersected: CONESTOGA ROAD (PA401),  Facility Carried by Structure: U.S. 202
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 28.868,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 53219,  Location: 1.5 MI. N. US30 3473K02 (Lat: 40.051144,  Lng: -75.562433),  Route carried "under" structure: State highway 401,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 3,814 (year 2022),  Truck Traffic: 4%,  Features Intersected: CONESTOGA ROAD (PA401),  Facility Carried by Structure: U.S. 202
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 28.868,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)