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

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Structure Number: 37367,  Location: 0.3 MI E OF I-83 (Lat: 39.983831,  Lng: -76.723442),  Route carried "on" structure: US 30,  Year Built: 1949,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 22,235 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 39,517 (year 2040),  Design Load: HS 20,  Features Intersected: CODORUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.835,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.70m (48.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $610,000,  Total Project Cost: $2,796,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 37368,  Location: .5 MI.E. OF I-83 (Lat: 39.983803,  Lng: -76.720922),  Route carried "on" structure: US 30,  Year Built: 1948,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 44,573 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 68,705 (year 2032),  Design Load: HS 20,  Features Intersected: Norfolk Southern RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.835,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.3 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: 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: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $470,000,  Total Project Cost: $2,157,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 37442,  Location: 0.8 MI S OF EXIT-19, I-83 (Lat: 39.979222,  Lng: -76.722722),  Route carried "on" structure: Interstate 83,  Year Built: 1959,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 70,986 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 70,386 (year 2032),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.105,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 81.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $531,000

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Structure Number: 37443,  Location: 0.6 MI.S. US Rt 30 INTER (Lat: 39.979125,  Lng: -76.721486),  Route carried "on" structure: Interstate 83,  Year Built: 1959,  Status: Open,  Structure Length: 15.15m (49.70ft),  Average Daily Traffic: 70,986 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 70,386 (year 2032),  Design Load: HS 20,  Features Intersected: Norfolk Southern RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.863,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 82.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.10m (52.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $73,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $989,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 37444,  Location: 0.5 MI S OF EXIT-9, I-83 (Lat: 39.979247,  Lng: -76.722869),  Route carried "on" structure: Interstate 83,  Year Built: 1959,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 70,986 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 70,386 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3029; LOUCKS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.863,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 91.6 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 37445,  Location: 0.4 MI S of Exit-21,I-83 (Lat: 39.979792,  Lng: -76.725356),  Route carried "on" structure: Interstate 83,  Year Built: 1959,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 16.06m (52.69ft),  Average Daily Traffic: 70,986 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 70,386 (year 2032),  Design Load: HS 20,  Features Intersected: YorkRail & Codorus Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.863,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  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: 17.7m (58.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.90m (55.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $759,000,  Roadway Improvement Cost: $2,234,000,  Total Project Cost: $10,241,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 37448,  Location: I83 & US RT 30 INTERCHNG. (Lat: 39.983981,  Lng: -76.730097),  Route carried "on" structure: Interstate 83,  Year Built: 1959,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 51,776 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 65,922 (year 2032),  Design Load: HS 20,  Features Intersected: US 30; SR 0030
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.713,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $171,000,  Roadway Improvement Cost: $505,000,  Total Project Cost: $2,313,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 37852,  Location: NORTH YORK LOUCKS MILL RD (Lat: 39.982678,  Lng: -76.722439),  Route carried "on" structure: State highway ,  Year Built: 1938,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,799 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,323 (year 2032),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: SR 3029
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.975,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $637,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38169,  Location: .2E I-83/TRIB. CODORUS CR (Lat: 39.987586,  Lng: -76.728069),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 3,000 (year 1999),  Truck Traffic: 25%,  Average Future Daily Traffic: 2,100 (year 2011),  Design Load: HS 20,  Features Intersected: TRIBUTARY CODORUS CREEK,  Facility Carried by Structure: TORONITA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $65,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40665,  Location: 0.3 MI E OF I-83 (Lat: 39.983947,  Lng: -76.723225),  Route carried "on" structure: US 30,  Year Built: 1969,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 13.69m (44.91ft),  Average Daily Traffic: 20,815 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 44,113 (year 2032),  Design Load: HS 20,  Features Intersected: CODORUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.922,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.70m (48.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $785,000,  Roadway Improvement Cost: $2,311,000,  Total Project Cost: $10,593,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56715,  Location: 0.2 MI NW of Sand Bank Rd (Lat: 39.990750,  Lng: -76.717806),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 125 (year 2039),  Features Intersected: Trib. to Codorus Creek,  Facility Carried by Structure: T-837 Eden Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.9m (3.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 37444,  Location: 0.5 MI S OF EXIT-9, I-83 (Lat: 39.979247,  Lng: -76.722869),  Route carried "under" structure: State highway ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 5,799 (year 2020),  Truck Traffic: 19%,  Features Intersected: SR 3029; LOUCKS MILL RD,  Facility Carried by Structure: I-83; SR 0083
Minimum Vertical Clearance: 8.81m (28.90ft),  Kilometerpoint: 1.242,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 37448,  Location: I83 & US RT 30 INTERCHNG. (Lat: 39.983981,  Lng: -76.730097),  Route carried "under" structure: Alternate US 30,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 22,235 (year 2020),  Truck Traffic: 15%,  Features Intersected: US 30; SR 0030,  Facility Carried by Structure: I-83; SR 0083
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 25.286,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 37448,  Location: I83 & US RT 30 INTERCHNG. (Lat: 39.983981,  Lng: -76.730097),  Route carried "under" structure: Alternate US 30,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 20,815 (year 2020),  Truck Traffic: 14%,  Features Intersected: US 30; SR 0030,  Facility Carried by Structure: I-83; SR 0083
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 25.333,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)