Bridge Statistics for Van Horn, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 240550000211094,  Location: 2.75 MI W OF US 90 (Lat: 31.036672,  Lng: -104.877492),  Route carried "on" structure: Interstate 10,  Year Built: 1957,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 8,715 (year 2019),  Truck Traffic: 33%,  Average Future Daily Traffic: 11,540 (year 2033),  Features Intersected: CARRIZO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.711,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000211152,  Location: 1.75 MI W OF US 90 (Lat: 31.035917,  Lng: -104.862378),  Route carried "on" structure: Business State highway 10,  Year Built: 1975,  Status: Open,  Structure Length: 13.53m (44.39ft),  Average Daily Traffic: 3,290 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,610 (year 2033),  Design Load: H 20,  Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.280,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000211153,  Location: 1.50 MI W OF US 90 (Lat: 31.035494,  Lng: -104.856250),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 8,692 (year 2019),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,220 (year 2033),  Design Load: HS 20,  Features Intersected: GOLF COURSE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.753,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 18.3m (60.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000211154,  Location: 1.50 MI W OF US 90 (Lat: 31.035819,  Lng: -104.855847),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 8,012 (year 2019),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,220 (year 2033),  Design Load: HS 20,  Features Intersected: GOLF COURSE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.766,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 18.3m (60.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000211155,  Location: 0.80 MI W OF US 90 (Lat: 31.035550,  Lng: -104.844325),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 8,692 (year 2019),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,220 (year 2033),  Design Load: HS 20,  Features Intersected: LAUREL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.891,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 18.3m (60.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000211156,  Location: 0.80 MI W OF US 90 (Lat: 31.035903,  Lng: -104.843925),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 8,012 (year 2019),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,220 (year 2033),  Design Load: HS 20,  Features Intersected: LAUREL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.892,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 18.3m (60.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000211157,  Location: 0.20 MI W OF US 90 (Lat: 31.036414,  Lng: -104.834656),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 14,700 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 16,440 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.822,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 55.5m (182.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 240550000211164,  Location: JCT IH 10 & US 90 (Lat: 31.036644,  Lng: -104.831172),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 8,692 (year 2019),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,220 (year 2033),  Design Load: HS 20,  Features Intersected: US 90 / SH 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.156,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 27.4m (89.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000211165,  Location: JCT IH 10 & US 90 (Lat: 31.037022,  Lng: -104.830678),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 6,975 (year 2019),  Truck Traffic: 37%,  Average Future Daily Traffic: 8,220 (year 2033),  Design Load: HS 20,  Features Intersected: US 90 / SH 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.156,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 27.4m (89.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000211273,  Location: 2.75 MI W OF US 90 (Lat: 31.037083,  Lng: -104.877078),  Route carried "on" structure: Interstate 10,  Year Built: 2010,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 8,387 (year 2019),  Truck Traffic: 51%,  Average Future Daily Traffic: 8,400 (year 2031),  Design Load: HS 20,  Features Intersected: CARRIZO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.764,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 23.5m (77.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240550000220056,  Location: 0.20 MI W OF US 90 (Lat: 31.039392,  Lng: -104.835028),  Route carried "on" structure: State highway 10,  Year Built: 1930,  Year Reconstructed: 1938,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,290 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,610 (year 2033),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.950,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 0.9m (3.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000301001,  Location: 4.20 MI E OF US 90 (Lat: 31.044872,  Lng: -104.760458),  Route carried "on" structure: ServiceInterstate 10,  Year Built: 1931,  Year Reconstructed: 1952,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 20 (year 2013),  Truck Traffic: 44%,  Average Future Daily Traffic: 30 (year 2033),  Design Load: H 15,  Features Intersected: WILD HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.653,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000301156,  Location: 4.20 MI E OF US 90 (Lat: 31.043958,  Lng: -104.762208),  Route carried "on" structure: Interstate 10,  Year Built: 1974,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 8,477 (year 2019),  Truck Traffic: 62%,  Average Future Daily Traffic: 7,430 (year 2033),  Design Load: HS 20,  Features Intersected: WILD HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.632,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000301157,  Location: 4.20 MI E OF US 90 (Lat: 31.044222,  Lng: -104.760806),  Route carried "on" structure: Interstate 10,  Year Built: 1974,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 7,766 (year 2019),  Truck Traffic: 62%,  Average Future Daily Traffic: 7,430 (year 2033),  Design Load: HS 20,  Features Intersected: WILD HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.653,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000301178,  Location: 0.80 MI E OF US 90 (Lat: 31.039650,  Lng: -104.817389),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 8,475 (year 2019),  Truck Traffic: 62%,  Average Future Daily Traffic: 7,430 (year 2033),  Design Load: HS 20,  Features Intersected: IH 10 BUS LP (ROSS DR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.339,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24055000030118,  Location: 0.80 MI E OF US 90 (Lat: 31.040039,  Lng: -104.817267),  Route carried "on" structure: Interstate 10,  Year Built: 1975,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 7,766 (year 2019),  Truck Traffic: 42%,  Average Future Daily Traffic: 7,190 (year 2033),  Design Load: HS 20,  Features Intersected: IH 10 BUS LP (ROSS DR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.325,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550002001069,  Location: 0.30 MI S OF IH 10 (Lat: 31.032386,  Lng: -104.830386),  Route carried "on" structure: US 90,  Year Built: 1937,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,953 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,310 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.824,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 24055000200107,  Location: 3.00 MI S OF IH 10 (Lat: 30.993397,  Lng: -104.822697),  Route carried "on" structure: US 90,  Year Built: 1937,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 1,037 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,610 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.209,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550002001071,  Location: 3.25 MI S OF IH 10 (Lat: 30.989825,  Lng: -104.821917),  Route carried "on" structure: US 90,  Year Built: 1937,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 1,037 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,610 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.631,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550002001072,  Location: 4.00 MI S OF IH 10 (Lat: 30.979381,  Lng: -104.819625),  Route carried "on" structure: US 90,  Year Built: 1937,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 638 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,150 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.790,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550002001161,  Location: 0.15 MI S OF IH 10 (Lat: 31.034472,  Lng: -104.830631),  Route carried "on" structure: US 90,  Year Built: 1975,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,953 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,310 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.576,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550023305026,  Location: 2.50 MI N OF IH 10 BUS (Lat: 31.075661,  Lng: -104.824403),  Route carried "on" structure: State highway 54,  Year Built: 1940,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 822 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 440 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.003,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550023305027,  Location: 2.15 MI N OF IH 10 BUS (Lat: 31.070433,  Lng: -104.826111),  Route carried "on" structure: State highway 54,  Year Built: 1940,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 822 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 440 (year 2033),  Design Load: H 15,  Features Intersected: HACKBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.629,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550023305028,  Location: 1.40 MI N OF IH 10 BUS (Lat: 31.060508,  Lng: -104.829353),  Route carried "on" structure: State highway 54,  Year Built: 1940,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 822 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 440 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.768,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550B00020001,  Location: 0.20 MI W OF US 90 (Lat: 31.037897,  Lng: -104.834775),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 430 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 750 (year 2030),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: DESERT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: 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: Equal to present minimum 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240550000211152,  Location: 1.75 MI W OF US 90 (Lat: 31.035917,  Lng: -104.862378),  Route carried "under" structure: Interstate 10,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 11,740 (year 2013),  Truck Traffic: 37%,  Features Intersected: IH 10
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 6.198,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 240550000211153,  Location: 1.50 MI W OF US 90 (Lat: 31.035494,  Lng: -104.856250),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 5%,  Features Intersected: GOLF COURSE DRIVE,  Facility Carried by Structure: IH 10 EB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 240550000211154,  Location: 1.50 MI W OF US 90 (Lat: 31.035819,  Lng: -104.855847),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 5%,  Features Intersected: GOLF COURSE DRIVE,  Facility Carried by Structure: IH 10 WB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 240550000211155,  Location: 0.80 MI W OF US 90 (Lat: 31.035550,  Lng: -104.844325),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2011),  Features Intersected: LAUREL STREET,  Facility Carried by Structure: IH 10 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.348,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 240550000211156,  Location: 0.80 MI W OF US 90 (Lat: 31.035903,  Lng: -104.843925),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2011),  Features Intersected: LAUREL STREET,  Facility Carried by Structure: IH 10 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 240550000211164,  Location: JCT IH 10 & US 90 (Lat: 31.036644,  Lng: -104.831172),  Route carried "under" structure: US 90,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2011),  Truck Traffic: 18%,  Features Intersected: US 90 / SH 54,  Facility Carried by Structure: IH 10 EB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.346,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 240550000211165,  Location: JCT IH 10 & US 90 (Lat: 31.037022,  Lng: -104.830678),  Route carried "under" structure: US 90,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2011),  Truck Traffic: 18%,  Features Intersected: US 90 / SH 54,  Facility Carried by Structure: IH 10 WB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.319,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 240550000301178,  Location: 0.80 MI E OF US 90 (Lat: 31.039650,  Lng: -104.817389),  Route carried "under" structure: Business State highway 10,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,950 (year 2011),  Truck Traffic: 10%,  Features Intersected: IH 10 BUS LP (ROSS DR)
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 12.707,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 24055000030118,  Location: 0.80 MI E OF US 90 (Lat: 31.040039,  Lng: -104.817267),  Route carried "under" structure: Business State highway 10,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,950 (year 2015),  Truck Traffic: 10%,  Features Intersected: IH 10 BUS LP (ROSS DR)
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 12.667,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)