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

Find on map >>   Show street view

Structure Number: 14952,  Location: 3MI.SE.CONCORDVIL. 41K03 (Lat: 39.858153,  Lng: -75.477019),  Route carried "on" structure: State highway 261,  Year Built: 1947,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 7,701 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,859 (year 2032),  Design Load: H 20,  Features Intersected: CONCHESTER HIGHWAY,  Facility Carried by Structure: FOULK ROAD/3805-D3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.826,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.7 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $92,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15013,  Location: 2MI.S.BALTIMORE PK.33F10 (Lat: 39.893706,  Lng: -75.433131),  Route carried "on" structure: State highway 452,  Year Built: 1986,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 8,420 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,319 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CHESTER CREEK,  Facility Carried by Structure: PENNELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.386,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  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: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 15014,  Location: GLEN RIDDLE STA. 33F09 (Lat: 39.896711,  Lng: -75.436353),  Route carried "on" structure: State highway 452,  Year Built: 1963,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 10,235 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,559 (year 2032),  Design Load: HS 20,  Features Intersected: SEPTA,  Facility Carried by Structure: PENNELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.386,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 75.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15326,  Location: ASTON MILLS 33D13 (Lat: 39.876811,  Lng: -75.451097),  Route carried "on" structure: State highway ,  Year Built: 1965,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 5,541 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,391 (year 2032),  Design Load: HL 93,  Features Intersected: WEST BR.CHESTER CREEK,  Facility Carried by Structure: ASTON MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.726,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.4 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: 42.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 15329,  Location: 3MI.SOUTH US-1 33A13 (Lat: 39.875417,  Lng: -75.467111),  Route carried "on" structure: State highway ,  Year Built: 1931,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 9,025 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,389 (year 2032),  Design Load: HS 15,  Features Intersected: WEST BR.CHESTER CREEK,  Facility Carried by Structure: VALLEY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.437,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $198,000,  Total Project Cost: $907,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1533,  Location: CHESTER HEIGHTS 33A11 (Lat: 39.886472,  Lng: -75.471056),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,768 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,742 (year 2032),  Design Load: HS 20,  Features Intersected: SEPTA (INACTIVE)/3695F10,  Facility Carried by Structure: VALLEY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.623,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 15335,  Location: 2MI.SW.OF PA 452 33D10 (Lat: 39.893892,  Lng: -75.450272),  Route carried "on" structure: State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 3,312 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,111 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CHESTER CREEK,  Facility Carried by Structure: LENNI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.492,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  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: 15337,  Location: 1MI.S.OF US1 32H11 (Lat: 39.884433,  Lng: -75.487167),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 458 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 794 (year 2032),  Design Load: HS 20,  Features Intersected: WEST BR CHESTER CREEK,  Facility Carried by Structure: IVY MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.627,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 15339,  Location: WEST OF TR 322 3805 D03 (Lat: 39.860183,  Lng: -75.482397),  Route carried "on" structure: State highway ,  Year Built: 1940,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,372 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,518 (year 2032),  Design Load: H 20,  Features Intersected: GREEN CREEK,  Facility Carried by Structure: GARNET MINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.454,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  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: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $213,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15342,  Location: EAST OF US 322 32K12 (Lat: 39.880803,  Lng: -75.478169),  Route carried "on" structure: State highway ,  Year Built: 1927,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 4,620 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,712 (year 2032),  Design Load: H 15,  Features Intersected: WEST BR. CHESTER CREEK,  Facility Carried by Structure: SMITH BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.761,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $876,000

Find on map >>   Show street view

Structure Number: 15348,  Location: DARLINGTON ROAD 33A08 (Lat: 39.901561,  Lng: -75.470794),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 1,035 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,140 (year 2032),  Design Load: H 20,  Features Intersected: CHESTER CREEK,  Facility Carried by Structure: DARLINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 61.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15355,  Location: .8M. NORTH TR 1 32J07 (Lat: 39.907472,  Lng: -75.484989),  Route carried "on" structure: State highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,761 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,339 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BR OF CHESTER CR/3695-C5,  Facility Carried by Structure: STONEY BANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.289,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15359,  Location: CONCORD TOWNSHIP 32F10 (Lat: 39.890756,  Lng: -75.505906),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 4,226 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,544 (year 2032),  Design Load: HS 20,  Features Intersected: WEST BRANCH CHESTER CRK.,  Facility Carried by Structure: CHEYNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 15364,  Location: GRADYVILLE ROAD 32H05 (Lat: 39.920353,  Lng: -75.490469),  Route carried "on" structure: State highway ,  Year Built: 1933,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 4,227 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,066 (year 2032),  Design Load: HS 20,  Features Intersected: CHESTER CREEK,  Facility Carried by Structure: GLEN MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.044,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 46.3 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $767,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 15365,  Location: W.BR.CHESTER CR. 32C10 (Lat: 39.891844,  Lng: -75.521083),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,482 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,123 (year 2032),  Design Load: HS 20,  Features Intersected: WEST BR.CHESTER CREEK,  Facility Carried by Structure: THORNTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 80.7 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,  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: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 15382,  Location: 1.25 MI. N US-1 ADC 18-B7 (Lat: 39.913828,  Lng: -75.483014),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 2,559 (year 2017),  Truck Traffic: 28%,  Average Future Daily Traffic: 3,199 (year 2032),  Design Load: H 20,  Features Intersected: CHESTER CREEK,  Facility Carried by Structure: FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 48.1 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: Better than present minimum criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $218,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15402,  Location: .6MI.WEST PA-452 25-F3 (Lat: 39.889450,  Lng: -75.443200),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,415 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,769 (year 2032),  Design Load: H 20,  Features Intersected: W BRANCH CHESTER CREEK,  Facility Carried by Structure: NEW ROAD
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),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 51.7 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $945,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15403,  Location: 0.7 Mi S SR322 ADC 24-C5 (Lat: 39.873222,  Lng: -75.523300),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,437 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,800 (year 2032),  Design Load: H 20,  Features Intersected: WEBB CREEK,  Facility Carried by Structure: TEMPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $21,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 15416,  Location: 1.5 Mi N SR322 ADC D5 (Lat: 39.877447,  Lng: -75.468831),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,558 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,948 (year 2032),  Design Load: H 20,  Features Intersected: WEST BRANCH CHESTER CRK.,  Facility Carried by Structure: MATTSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $189,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 46073,  Location: 1 MI. W. RTE452 3695G06 (Lat: 39.901081,  Lng: -75.460969),  Route carried "on" structure: US 1,  Year Built: 2011,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 29,040 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,341 (year 2032),  Design Load: HL 93,  Features Intersected: CHESTER CREEK,  Facility Carried by Structure: BALTIMORE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.257,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.2 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  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: 54441,  Location: .5MI WEST PA-452 26A3 (Lat: 39.892272,  Lng: -75.442131),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 1,198 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,400 (year 2020),  Design Load: HL 93,  Features Intersected: Chester Creek,  Facility Carried by Structure: Convent Road
Minimum Vertical Clearance: 8.56m (28.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2019,  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: 57459,  Location: 2MI.S.E.CONCORDV. 41F01 (Lat: 39.872000,  Lng: -75.501683),  Route carried "on" structure: US 322,  Year Built: 2020,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 24,219 (year 2022),  Truck Traffic: 15%,  Average Future Daily Traffic: 52,699 (year 2032),  Design Load: HL 93,  Features Intersected: SMITH BRIDGE ROAD,  Facility Carried by Structure: CONCHESTER HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.704,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 50.5 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: 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 57517,  Location: 1MI.SE.CONCORDVILL 32E12 (Lat: 39.878028,  Lng: -75.513333),  Route carried "on" structure: US 322,  Year Built: 2020,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 27,201 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 58,276 (year 2032),  Design Load: HL 93,  Features Intersected: SEPTA & WEBB CREEK,  Facility Carried by Structure: CONCHESTER HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.954,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: 43.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: 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: Febuary 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: 67724,  Location: .1 MILE NORTH OF U.S. 322 (Lat: 39.880025,  Lng: -75.514314),  Route carried "on" structure: State highway ,  Year Built: 2020,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 889 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,085 (year 2040),  Design Load: HL 93,  Features Intersected: UNNAMED TRIB TO WEBB CR,  Facility Carried by Structure: STATION ROAD NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.121,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.1 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: 37.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: 67909,  Location: NORTHWEST CHELSEA 41K02 (Lat: 39.866519,  Lng: -75.475625),  Route carried "on" structure: State highway ,  Year Built: 2020,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,010 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,467 (year 2032),  Design Load: HL 93,  Features Intersected: GREEN CREEK,  Facility Carried by Structure: CONCORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.759,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 14952,  Location: 3MI.SE.CONCORDVIL. 41K03 (Lat: 39.858153,  Lng: -75.477019),  Route carried "under" structure: US 322,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 24,219 (year 2022),  Truck Traffic: 15%,  Features Intersected: CONCHESTER HIGHWAY,  Facility Carried by Structure: FOULK ROAD/3805-D3
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 4.844,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>   Show street view

Structure Number: 57459,  Location: 2MI.S.E.CONCORDV. 41F01 (Lat: 39.872000,  Lng: -75.501683),  Route carried "under" structure: State highway ,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 8,248 (year 2022),  Truck Traffic: 3%,  Features Intersected: SMITH BRIDGE ROAD,  Facility Carried by Structure: CONCHESTER HIGHWAY
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 7.480,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)