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

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Structure Number: 4532,  Location: HEWITT (Lat: 39.758853,  Lng: -78.517608),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 35 (year 2021),  Average Future Daily Traffic: 49 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BLACK VALLEY BR TOWN CRK,  Facility Carried by Structure: T306,TOWN CREEK RD
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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7708,  Location: QUAKERTOWN INTERCHANGE (Lat: 40.438114,  Lng: -75.426244),  Route carried "on" structure: Ramp Interstate 476,  Year Built: 1955,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 10,774 (year 1994),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,049 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-476),  Facility Carried by Structure: PA TPK. RAMP AB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  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: 11.2m (36.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $561,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10631,  Location: NR. READING FURNACE 11H1 (Lat: 40.147489,  Lng: -75.768519),  Route carried "on" structure: State highway ,  Year Built: 1904,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 238 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 329 (year 2032),  Design Load: H 15,  Features Intersected: SOUTH BR. FRENCH CREEK,  Facility Carried by Structure: MANSION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.086,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.5 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $70,000

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Structure Number: 13584,  Location: NEAR CAMP HILL (Lat: 40.250478,  Lng: -76.919472),  Route carried "on" structure: US 11,  Year Built: 1952,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 2,158 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,068 (year 2032),  Design Load: HS 20,  Features Intersected: SR 1014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.539,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 63.5 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: Equal to present minimum criteria,  Underclear: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13859,  Location: EAST PENNSBORO TWP (Lat: 40.255569,  Lng: -76.927783),  Route carried "on" structure: State highway ,  Year Built: 1969,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 20.24m (66.40ft),  Average Daily Traffic: 11,008 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,272 (year 2032),  Design Load: HS 20,  Features Intersected: CONODOGUINET CREEK&T-649,  Facility Carried by Structure: SR 1015 CENTER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.90m (68.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $331,000,  Roadway Improvement Cost: $975,000,  Total Project Cost: $4,470,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14047,  Location: 2.7 NW CAMP HILL/TR.CONOD (Lat: 40.256394,  Lng: -76.967794),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 150 (year 2021),  Average Future Daily Traffic: 200 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: TRIB CONODOGUINET CREEK,  Facility Carried by Structure: SEARS RUN DRIVE
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $267,000

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Structure Number: 2213,  Location: 2200 FT EAST OF SR 3028 (Lat: 39.978644,  Lng: -76.225803),  Route carried "on" structure: City street ,  Year Built: 1875,  Year Reconstructed: 2018,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,200 (year 2012),  Average Future Daily Traffic: 1,600 (year 2032),  Design Load: HS 20,  Features Intersected: PEQUEA CREEK,  Facility Carried by Structure: PENN GRANT RD
Minimum Vertical Clearance: 3.20m (10.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $82,000,  Deck Structure Type: Wood or Timber

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Structure Number: 46024,  Location: Near Camp Hill (Lat: 40.230003,  Lng: -76.932139),  Route carried "on" structure: US 15,  Year Built: 2010,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 72,895 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 72,515 (year 2032),  Design Load: HL 93,  Features Intersected: NS RC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.940,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.9 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: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46028,  Location: Camp Hill Boro (Lat: 40.231939,  Lng: -76.932472),  Route carried "on" structure: US 11,  Year Built: 2010,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 34,455 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 53,272 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0581 E & W
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 54.674,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 67836,  Location: 1.7 W CMP HILL HAMPDEN (Lat: 40.239833,  Lng: -76.951789),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 9,413 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,973 (year 2040),  Design Load: HL 93,  Features Intersected: Conodoguinet Creek,  Facility Carried by Structure: Orr's Bridge Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.0 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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13584,  Location: NEAR CAMP HILL (Lat: 40.250478,  Lng: -76.919472),  Route carried "under" structure: State highway ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 894 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 1014,  Facility Carried by Structure: US 11 SB; SR 0011
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 13584,  Location: NEAR CAMP HILL (Lat: 40.250478,  Lng: -76.919472),  Route carried "under" structure: State highway ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 9,694 (year 2022),  Truck Traffic: 2%,  Features Intersected: SR 1014,  Facility Carried by Structure: US 11 SB; SR 0011
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 13859,  Location: EAST PENNSBORO TWP (Lat: 40.255569,  Lng: -76.927783),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2004),  Features Intersected: CONODOGUINET CREEK&T-649,  Facility Carried by Structure: SR 1015 CENTER ST.
Minimum Vertical Clearance: 12.04m (39.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 46028,  Location: Camp Hill Boro (Lat: 40.231939,  Lng: -76.932472),  Route carried "under" structure: State highway 581,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 44,126 (year 2021),  Truck Traffic: 9%,  Features Intersected: SR 0581 E & W,  Facility Carried by Structure: US Rte 11
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 8.208,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 46028,  Location: Camp Hill Boro (Lat: 40.231939,  Lng: -76.932472),  Route carried "under" structure: Ramp State highway ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 299 (year 2022),  Truck Traffic: 10%,  Features Intersected: SR 0581 E & W,  Facility Carried by Structure: US Rte 11
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 46028,  Location: Camp Hill Boro (Lat: 40.231939,  Lng: -76.932472),  Route carried "under" structure: Ramp State highway ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 16,966 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 0581 E & W,  Facility Carried by Structure: US Rte 11
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 46028,  Location: Camp Hill Boro (Lat: 40.231939,  Lng: -76.932472),  Route carried "under" structure: State highway 581,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 40,953 (year 2021),  Truck Traffic: 9%,  Features Intersected: SR 0581 E & W,  Facility Carried by Structure: US Rte 11
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 8.232,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.9m (85.0ft)