Bridge Statistics for Spring Valley Village, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 121020027107069,  Location: 2.75 MI W OF IH 610 (Lat: 29.784661,  Lng: -95.498294),  Route carried "on" structure: Interstate 10,  Year Built: 2008,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 160,776 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 251,700 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: VOSS-BINGLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 41.6m (136.5ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107343,  Location: 1.90 MI W OF IH 610 (Lat: 29.783736,  Lng: -95.486856),  Route carried "on" structure: Interstate 10,  Year Built: 2008,  Status: Open,  Structure Length: 24.99m (81.99ft),  Average Daily Traffic: 160,116 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 204,210 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: CHIMNEY;WIRT & SPRING BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 41.6m (136.5ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107621,  Location: 2.95 MI E OF BW 8 (Lat: 29.784739,  Lng: -95.513469),  Route carried "on" structure: Interstate 10,  Year Built: 2007,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 141,891 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 209,380 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: CAMPBELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.971,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 40.5m (132.9ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020027107626,  Location: 2.50 MI W OF IH 610 (Lat: 29.784931,  Lng: -95.499553),  Route carried "on" structure: Interstate 10,  Year Built: 2006,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 265,257 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 142,110 (year 2035),  Design Load: HS 20,  Features Intersected: BRIAR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than 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: December 2020

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Structure Number: 121020B01753001,  Location: 0.30 MI S OF WESTVIEW DR (Lat: 29.788833,  Lng: -95.520289),  Route carried "on" structure: City street ,  Year Built: 1993,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,700 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,500 (year 2033),  Features Intersected: BRIAR BR,  Facility Carried by Structure: ADKINS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $114,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020B07825188,  Location: 0.10 MI N OF WESTVIEW DR (Lat: 29.796008,  Lng: -95.500336),  Route carried "on" structure: City street ,  Year Built: 1978,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 19,195 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,000 (year 2033),  Features Intersected: SPRING BR,  Facility Carried by Structure: BINGLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.116,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B09129114,  Location: 0.30 MI N OF WESTVIEW ST (Lat: 29.796053,  Lng: -95.505078),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 2,880 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,500 (year 2033),  Features Intersected: SPRING BRANCH CREEK,  Facility Carried by Structure: BRACHER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B68905595,  Location: 0.65 MI W OF WIRT RD (Lat: 29.794539,  Lng: -95.496717),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 19,054 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,800 (year 2035),  Design Load: HS 20,  Features Intersected: SPRING BRANCH,  Facility Carried by Structure: WESTVIEW DR EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  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: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B68905596,  Location: 0.65 MI WEST OF WIRT RD (Lat: 29.794611,  Lng: -95.496769),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 19,054 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,800 (year 2035),  Design Load: HS 20,  Features Intersected: SPRING BRANCH,  Facility Carried by Structure: WESTVIEW DR WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  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: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020V11817001,  Location: 0.30 MI S OF WESTVIEW DR (Lat: 29.789639,  Lng: -95.513853),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,000 (year 2033),  Features Intersected: BRIAR BR,  Facility Carried by Structure: CAMPBELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020V25745001,  Location: 0.40 MI S OF WESTVIEW DR (Lat: 29.788764,  Lng: -95.508186),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,310 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2033),  Design Load: HS 20,  Features Intersected: BRIAR BR,  Facility Carried by Structure: FRIES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020V67121001,  Location: 0.50 MI S OF WESTVIEW DR (Lat: 29.786906,  Lng: -95.503506),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 600 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2033),  Features Intersected: BRIAR BR,  Facility Carried by Structure: VOSS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020027107069,  Location: 2.75 MI W OF IH 610 (Lat: 29.784600,  Lng: -95.498300),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2015),  Features Intersected: VOSS-BINGLE RD,  Facility Carried by Structure: IH 10 WB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 30.465,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 121020027107343,  Location: 1.90 MI W OF IH 610 (Lat: 29.783700,  Lng: -5.486800),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2015),  Features Intersected: CHIMNEY,WIRT & SPRING BR,  Facility Carried by Structure: IH 10 EB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 31.817,  Lanes on structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

Structure Number: 121020027107621,  Location: 2.95 MI E OF BW 8,  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 1%,  Features Intersected: CAMPBELL ROAD,  Facility Carried by Structure: IH 10 WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.002,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)