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

Find on map >>   Show street view

Structure Number: 10021,  Location: ATGLEN 26H12 (Lat: 39.945833,  Lng: -75.967850),  Route carried "on" structure: State highway 41,  Year Built: 1954,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 13,508 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 28,680 (year 2032),  Design Load: HL 93,  Features Intersected: OFFICERS RUN,  Facility Carried by Structure: NEWPORT PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.316,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 49.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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,  Inspection Date: November 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10022,  Location: ATGLEN 26H11 (Lat: 39.951064,  Lng: -75.971206),  Route carried "on" structure: State highway 41,  Year Built: 1954,  Status: Open,  Structure Length: 12.10m (39.70ft),  Average Daily Traffic: 13,466 (year 2022),  Truck Traffic: 37%,  Average Future Daily Traffic: 12,858 (year 2032),  Design Load: HS 20,  Features Intersected: AMTRAK MAIN LINE E-W,  Facility Carried by Structure: NEWPORT PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.904,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $531,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10223,  Location: NEAR PARKESBURG 26H11 (Lat: 39.947483,  Lng: -75.967353),  Route carried "on" structure: State highway 372,  Year Built: 1937,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,124 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,383 (year 2032),  Design Load: H 20,  Features Intersected: OFFICERS RUN,  Facility Carried by Structure: LOWER VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.256,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 49.9 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10521,  Location: NEAR STEELVILLE 35D06 (Lat: 39.904847,  Lng: -75.996128),  Route carried "on" structure: State highway ,  Year Built: 1941,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 460 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 550 (year 2032),  Design Load: H 20,  Features Intersected: OCTORARO CREEK,  Facility Carried by Structure: STEELVILLE 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),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10541,  Location: ATGLEN 26H10 (Lat: 39.952364,  Lng: -75.970533),  Route carried "on" structure: State highway ,  Year Built: 1937,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 511 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 794 (year 2032),  Design Load: H 20,  Features Intersected: OFFICERS RUN,  Facility Carried by Structure: UPPER VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.512,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Open Grating

Find on map >>   Show street view

Structure Number: 10543,  Location: NEAR BOYDS CORNER 26J7 (Lat: 39.968619,  Lng: -75.961797),  Route carried "on" structure: State highway ,  Year Built: 1938,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 875 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,603 (year 2032),  Design Load: H 20,  Features Intersected: OFFICERS RUN,  Facility Carried by Structure: STRASBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.909,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Meets minimum limits,  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: June 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $82,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10569,  Location: NEAR ATGLEN 26H09 (Lat: 39.956775,  Lng: -75.969783),  Route carried "on" structure: State highway ,  Year Built: 1916,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,161 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,405 (year 2032),  Design Load: H 15,  Features Intersected: OFFICERS RUN,  Facility Carried by Structure: SWAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.444,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 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: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $172,000

Find on map >>   Show street view

Structure Number: 1057,  Location: NEAR ATGLEN 26H9 (Lat: 39.961353,  Lng: -75.968056),  Route carried "on" structure: State highway ,  Year Built: 1937,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,137 (year 2022),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,505 (year 2032),  Design Load: H 20,  Features Intersected: OFFICERS RUN,  Facility Carried by Structure: SWAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.463,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to 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: June 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $82,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 21528,  Location: 1 MI SOUTH CHRISTIANA (Lat: 39.938853,  Lng: -75.989481),  Route carried "on" structure: State highway ,  Year Built: 1966,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,211 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,183 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: VALLEY RUN,  Facility Carried by Structure: SR 2009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.996,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 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,  Waterway Adequacy: Equal to 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: December 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: 22062,  Location: 3/4 MILE SE OF SR 2009 (Lat: 39.931458,  Lng: -75.981614),  Route carried "on" structure: City street ,  Year Built: 1880,  Status: Posted for load,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 150 (year 2012),  Average Future Daily Traffic: 175 (year 2032),  Features Intersected: E OCTORARO CREEK,  Facility Carried by Structure: UNNAMED RD
Minimum Vertical Clearance: 3.05m (10.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $26,000,  Deck Structure Type: Wood or Timber

Find on map >>   Show street view

Structure Number: 47554,  Location: 2000' W SR 41 3577E10 (Lat: 39.942864,  Lng: -75.971664),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,501 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,000 (year 2021),  Design Load: HL 93,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 73.5 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: 39.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5279,  Location: 1/4 MI. S. PA372 26H12 (Lat: 39.943989,  Lng: -75.966728),  Route carried "on" structure: State highway 41,  Year Built: 2015,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 13,508 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,340 (year 2032),  Design Load: HL 93,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: NEWPORT PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.478,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 61.6 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: 45.4 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: Equal 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: December 2019

Find on map >>   Show street view

Structure Number: 67676,  Location: 1200 FT EAST OF SR 2009 (Lat: 39.937472,  Lng: -75.984322),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 455 (year 2012),  Average Future Daily Traffic: 610 (year 2032),  Design Load: HL 93,  Features Intersected: EAST OCTORARO CREEK,  Facility Carried by Structure: MILL CREEK 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),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10022,  Location: ATGLEN 26H11 (Lat: 39.951064,  Lng: -75.971206),  Route carried "under" structure: State highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 2,051 (year 2022),  Truck Traffic: 10%,  Features Intersected: AMTRAK MAIN LINE E-W,  Facility Carried by Structure: NEWPORT PIKE
Minimum Vertical Clearance: 14.76m (48.43ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)