Bridge Statistics for Lodi, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 29 0035,  Location: 10-SJ-012-16.29-LOD (Lat: 38.116667,  Lng: -121.290000),  Route carried "on" structure: State highway 12,  Year Built: 1944,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 33,250 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 36,064 (year 2029),  Features Intersected: SOUTH BRANCH MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.290,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.1 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: Better than 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: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29 0140L,  Location: 10-SJ-099-29.5-LOD (Lat: 38.116667,  Lng: -121.256667),  Route carried "on" structure: State highway 99,  Year Built: 1963,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 34,750 (year 2000),  Truck Traffic: 22%,  Average Future Daily Traffic: 60,079 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 12 - KETTLEMAN LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.500,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29 0140R,  Location: 10-SJ-099-29.5-LOD (Lat: 38.116667,  Lng: -121.256667),  Route carried "on" structure: State highway 99,  Year Built: 1963,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 34,750 (year 2000),  Truck Traffic: 22%,  Average Future Daily Traffic: 60,079 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 12 - KETTLEMAN LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.500,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29 0144,  Location: 10-SJ-099-31.58-LOD (Lat: 38.146667,  Lng: -121.260000),  Route carried "on" structure: City street Y308,  Year Built: 1963,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 9,600 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,324 (year 2028),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: TURNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0149,  Location: 10-SJ-099-30.73-LOD (Lat: 38.135000,  Lng: -121.256667),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 4,800 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,495 (year 2028),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: E PINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29 015,  Location: 10-SJ-012-18.08-LOD (Lat: 38.138333,  Lng: -121.256667),  Route carried "on" structure: State highway 12,  Year Built: 1963,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 11,100 (year 2000),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,033 (year 2029),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.080,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29 0152,  Location: 10-SJ-099-31.03-LOD (Lat: 38.138333,  Lng: -121.258333),  Route carried "on" structure: City street Y317,  Year Built: 1963,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 3,300 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,237 (year 2028),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: EAST LOCKEFORD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29 0159,  Location: 10-SJ-099-30.52-LOD (Lat: 38.131667,  Lng: -121.256667),  Route carried "on" structure: City street Y305,  Year Built: 1963,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 5,500 (year 1998),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,432 (year 2028),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: LODI AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29 016,  Location: 10-SJ-099-31.35-LOD (Lat: 38.143333,  Lng: -121.258333),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 9,000 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,553 (year 2028),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: NORTH LODI OC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $852,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $1,277,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29 0140L,  Location: 10-SJ-099-29.5-LOD (Lat: 38.116667,  Lng: -121.256667),  Route carried "under" structure: State highway 12,  Year Built: 1963,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 5,200 (year 1997),  Truck Traffic: 8%,  Features Intersected: ROUTE 12 - KETTLEMAN LN,  Facility Carried by Structure: STATE ROUTE 99 SB
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 1.808,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 29 0140R,  Location: 10-SJ-099-29.5-LOD (Lat: 38.116667,  Lng: -121.256667),  Route carried "under" structure: State highway 12,  Year Built: 1963,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 5,200 (year 1997),  Truck Traffic: 8%,  Features Intersected: ROUTE 12 - KETTLEMAN LN,  Facility Carried by Structure: STATE ROUTE 99 NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.808,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 29 0144,  Location: 10-SJ-099-31.58-LOD (Lat: 38.146667,  Lng: -121.260000),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 69,500 (year 2000),  Truck Traffic: 22%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: TURNER ROAD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 3.158,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 29 0148,  Location: 10-SJ-099-30.51-LOD (Lat: 38.130000,  Lng: -121.256667),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 53,000 (year 1997),  Truck Traffic: 22%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: CCT RR
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 3.051,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 29 0149,  Location: 10-SJ-099-30.73-LOD (Lat: 38.135000,  Lng: -121.256667),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 53,000 (year 1997),  Truck Traffic: 22%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: E PINE ST
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 3.073,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 29 015,  Location: 10-SJ-012-18.08-LOD (Lat: 38.138333,  Lng: -121.256667),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 69,500 (year 2000),  Truck Traffic: 20%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: SR 12
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 3.097,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 29 0151,  Location: 10-SJ-099-31-LOD (Lat: 38.138333,  Lng: -121.256667),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 53,000 (year 1997),  Truck Traffic: 22%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: UP RR SPUR
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.310,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 29 0152,  Location: 10-SJ-099-31.03-LOD (Lat: 38.138333,  Lng: -121.258333),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 69,500 (year 2000),  Truck Traffic: 22%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: EAST LOCKEFORD ST
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.103,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 29 0159,  Location: 10-SJ-099-30.52-LOD (Lat: 38.131667,  Lng: -121.256667),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 53,000 (year 1997),  Truck Traffic: 22%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: LODI AVE
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 3.052,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 29 016,  Location: 10-SJ-099-31.35-LOD (Lat: 38.143333,  Lng: -121.258333),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 69,500 (year 2000),  Truck Traffic: 22%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: NORTH LODI OC
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 3.135,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 29 027,  Location: 10-SJ-012-17.26-LOD (Lat: 38.115000,  Lng: -121.271667),  Route carried "under" structure: State highway 12,  Year Built: 1973,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 33,250 (year 2000),  Truck Traffic: 9%,  Features Intersected: UP RR, BNSF RY, & AMTRAK
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 1.726,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.3m (76.4ft)