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

Find on map >>   Show street view

Structure Number: 9911,  Location: Near Mi Mark 20.4 47C4 (Lat: 39.853589,  Lng: -75.730139),  Route carried "on" structure: US 1,  Year Built: 1965,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 32,893 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 36,255 (year 2032),  Design Load: HS 20,  Features Intersected: W.BRANCH RED CLAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.778,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft)

Condition: Channel: Poor,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 10051,  Location: NO. KENNETT SQUARE 47E3 (Lat: 39.856747,  Lng: -75.715350),  Route carried "on" structure: State highway 82,  Year Built: 1965,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 13,146 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,049 (year 2032),  Design Load: HS 20,  Features Intersected: US 1 BY-PASS,  Facility Carried by Structure: UNIONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.321,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $375,000,  Total Project Cost: $1,719,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10052,  Location: KENNETT SQUARE; 47F06 (Lat: 39.842039,  Lng: -75.710567),  Route carried "on" structure: State highway 82,  Year Built: 1932,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 8,095 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,959 (year 2032),  Design Load: HS 20,  Features Intersected: EAST PENN RAILROAD,  Facility Carried by Structure: UNION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.478,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $146,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10055,  Location: 1.5MI.N.DELAWARE 47H9 (Lat: 39.826858,  Lng: -75.691606),  Route carried "on" structure: State highway 82,  Year Built: 1938,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 2,901 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,558 (year 2032),  Design Load: HL 93,  Features Intersected: EAST BR RED CLAY CREEK,  Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.113,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 71.9 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: 55.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $254,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 10439,  Location: 1MI.CLIFTON MILL 47G06 (Lat: 39.841242,  Lng: -75.702864),  Route carried "on" structure: Spur State highway ,  Year Built: 1923,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,385 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,499 (year 2032),  Design Load: H 20,  Features Intersected: EAST BRANCH RED CLAY CR.,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $665,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10481,  Location: KENNETT SQUARE 47F06 (Lat: 39.841958,  Lng: -75.707114),  Route carried "on" structure: State highway ,  Year Built: 1926,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,569 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,761 (year 2032),  Design Load: H 15,  Features Intersected: EAST BRANCH RED CLAY CR.,  Facility Carried by Structure: BIRCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $612,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10502,  Location: 1MI.S.KENNETT SQ. 47D05 (Lat: 39.844364,  Lng: -75.721425),  Route carried "on" structure: State highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,441 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,174 (year 2032),  Design Load: H 20,  Features Intersected: WEST BR.RED CLAY CREEK,  Facility Carried by Structure: WEST CYPRESS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.931,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $442,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10503,  Location: 4 MI. TO YORKLYN 47F5 (Lat: 39.846464,  Lng: -75.706256),  Route carried "on" structure: State highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 7,447 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,951 (year 2032),  Design Load: H 20,  Features Intersected: EAST BR.RED CLAY CREEK,  Facility Carried by Structure: EAST CYPRESS STR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.749,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $83,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10507,  Location: NEAR KENNETT SQUARE 47D5 (Lat: 39.845361,  Lng: -75.721500),  Route carried "on" structure: State highway ,  Year Built: 1929,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 5,759 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,833 (year 2032),  Design Load: HL 93,  Features Intersected: WEST BR. RED CLAY CREEK,  Facility Carried by Structure: WEST STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.920,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 34.7 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: 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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $260,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10508,  Location: 1 MI. ROUTE 131 SP E 47F5 (Lat: 39.848700,  Lng: -75.706278),  Route carried "on" structure: State highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 10,483 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,370 (year 2032),  Design Load: HS 20,  Features Intersected: EAST BR. RED CLAY CREEK,  Facility Carried by Structure: EAST STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.835,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 75.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10509,  Location: EAST KENNETT SQ. 47H03 (Lat: 39.857467,  Lng: -75.692283),  Route carried "on" structure: State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 6,837 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,826 (year 2032),  Design Load: HS 20,  Features Intersected: US 1 BY-PASS,  Facility Carried by Structure: BALTIMORE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.026,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.9 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10661,  Location: KENNETT TOWNSHIP 47C06 (Lat: 39.837775,  Lng: -75.725344),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 4,267 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,207 (year 2039),  Design Load: HS 20,  Features Intersected: WEST BR RED CLAY CREEK,  Facility Carried by Structure: WEST SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 72.6 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: 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: 2.40m (7.87ft),  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: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10679,  Location: E.MARLBORO TWP. 47B03 (Lat: 39.858753,  Lng: -75.732167),  Route carried "on" structure: City street ,  Year Built: 1889,  Year Reconstructed: 1992,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 659 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 725 (year 2023),  Design Load: HS 20,  Features Intersected: WEST BR RED CLAY CREEK,  Facility Carried by Structure: MILL ROAD(T402)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 10793,  Location: 0.4 MI SW OF SR01 3801-E5 (Lat: 39.849875,  Lng: -75.724394),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 420 (year 2012),  Average Future Daily Traffic: 540 (year 2032),  Design Load: HS 20,  Features Intersected: W.BR.RED CLAY CREEK,  Facility Carried by Structure: PEMBERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $205,000

Find on map >>   Show street view

Structure Number: 10808,  Location: 0.7 MI N SR52 ADC 3692-C7 (Lat: 39.898000,  Lng: -75.670633),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 750 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2037),  Design Load: HS 20,  Features Intersected: BRANCH POCOPSON CREEK,  Facility Carried by Structure: LOCUST GROVE ROAD
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: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: 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,  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: June 2020

Find on map >>   Show street view

Structure Number: 10809,  Location: 1.0 MI S OF SR842 3692-A7 (Lat: 39.898606,  Lng: -75.706761),  Route carried "on" structure: State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 850 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2035),  Design Load: HS 20,  Features Intersected: POCOPSON CREEK,  Facility Carried by Structure: MARLBORO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 41513,  Location: ADL LONGWOOD GARD 39K12 (Lat: 39.878253,  Lng: -75.681292),  Route carried "on" structure: State highway 926,  Year Built: 2001,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 9,207 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,904 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: LONGWOOD GARDENS ACCESS,  Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.984,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 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: 10.9m (35.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47014,  Location: .5 MI. N. U.S. 1 40B12 (Lat: 39.874750,  Lng: -75.661656),  Route carried "on" structure: State highway 52,  Year Built: 2011,  Status: Open,  Structure Length: 15.39m (50.49ft),  Average Daily Traffic: 17,502 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,774 (year 2032),  Design Load: HL 93,  Features Intersected: BENNETT'S RUN POND,  Facility Carried by Structure: LENAPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.470,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.0 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,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 54178,  Location: N OF CANTERBURY DR3802B03 (Lat: 39.858947,  Lng: -75.678647),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,500 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2037),  Design Load: HS 20,  Features Intersected: EAST BR. RED CLAY CREEK,  Facility Carried by Structure: BAYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 9912,  Location: NW KENNETT SQUARE 47C4 (Lat: 39.853958,  Lng: -75.728328),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 1980),  Truck Traffic: 7%,  Features Intersected: MILL ROAD (T-432),  Facility Carried by Structure: US-1 BYPASS (NB)
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 12.8m (42.0ft)

Find on map >>   Show street view

Structure Number: 9913,  Location: NW KENNETT SQUARE 47C4 (Lat: 39.854111,  Lng: -75.728694),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 1980),  Truck Traffic: 7%,  Features Intersected: MILL ROAD (T-432),  Facility Carried by Structure: US-1 BYPASS (SB)
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 12.8m (42.0ft)

Find on map >>   Show street view

Structure Number: 9915,  Location: NO. KENNETT SQUARE 47G3 (Lat: 39.856856,  Lng: -75.703542),  Route carried "under" structure: US 1,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,063 (year 2022),  Truck Traffic: 11%,  Features Intersected: US-1 BY-PASS,  Facility Carried by Structure: WALNUT ROAD (T422)
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 35.129,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>   Show street view

Structure Number: 9915,  Location: NO. KENNETT SQUARE 47G3 (Lat: 39.856856,  Lng: -75.703542),  Route carried "under" structure: US 1,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,235 (year 2022),  Truck Traffic: 11%,  Features Intersected: US-1 BY-PASS,  Facility Carried by Structure: WALNUT ROAD (T422)
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 35.113,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>   Show street view

Structure Number: 9918,  Location: AT ROUTE 52 48B01 (Lat: 39.867944,  Lng: -75.670333),  Route carried "under" structure: US 1,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 18,720 (year 2022),  Truck Traffic: 12%,  Features Intersected: BALTIMORE PIKE,  Facility Carried by Structure: LONGWOOD GDNS RAMP
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 38.199,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 36.3m (119.1ft)

Find on map >>   Show street view

Structure Number: 9918,  Location: AT ROUTE 52 48B01 (Lat: 39.867944,  Lng: -75.670333),  Route carried "under" structure: US 1,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 17,581 (year 2022),  Truck Traffic: 9%,  Features Intersected: BALTIMORE PIKE,  Facility Carried by Structure: LONGWOOD GDNS RAMP
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 38.211,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 36.3m (119.1ft)

Find on map >>   Show street view

Structure Number: 10051,  Location: NO. KENNETT SQUARE 47E3 (Lat: 39.856747,  Lng: -75.715350),  Route carried "under" structure: US 1,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,235 (year 2022),  Truck Traffic: 11%,  Features Intersected: US 1 BY-PASS,  Facility Carried by Structure: UNIONVILLE ROAD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 34.100,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 10051,  Location: NO. KENNETT SQUARE 47E3 (Lat: 39.856747,  Lng: -75.715350),  Route carried "under" structure: US 1,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,063 (year 2022),  Truck Traffic: 11%,  Features Intersected: US 1 BY-PASS,  Facility Carried by Structure: UNIONVILLE ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 34.107,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 10509,  Location: EAST KENNETT SQ. 47H03 (Lat: 39.857467,  Lng: -75.692283),  Route carried "under" structure: US 1,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,235 (year 2022),  Truck Traffic: 11%,  Features Intersected: US 1 BY-PASS,  Facility Carried by Structure: BALTIMORE PIKE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 35.692,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 10509,  Location: EAST KENNETT SQ. 47H03 (Lat: 39.857467,  Lng: -75.692283),  Route carried "under" structure: US 1,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,063 (year 2022),  Truck Traffic: 11%,  Features Intersected: US 1 BY-PASS,  Facility Carried by Structure: BALTIMORE PIKE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 35.710,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

Find on map >>   Show street view

Structure Number: 41513,  Location: ADL LONGWOOD GARD 39K12 (Lat: 39.878253,  Lng: -75.681292),  Route carried "under" structure: ServiceOther road ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2006),  Truck Traffic: 7%,  Features Intersected: LONGWOOD GARDENS ACCESS,  Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 9.8m (32.2ft)