Bridge Statistics for San Antonio, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 150150001710176,  Location: 3.90 MI S OF FM 1976 (Lat: 29.455136,  Lng: -98.411869),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,810 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,540 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.047,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 150150001710177,  Location: 4.0 MI S OF FM 1976 (Lat: 29.455025,  Lng: -98.414067),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 121,518 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 194,210 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.061,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 150150001710178,  Location: 3.89 MI S OF FM 1976 (Lat: 29.456050,  Lng: -98.414275),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,810 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,540 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.074,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Fair,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 150150001710179,  Location: 3.50 MI E OF IH 37/US 281 (Lat: 29.449681,  Lng: -98.422664),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,810 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,540 (year 2033),  Design Load: HS 20,  Features Intersected: SALADO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.943,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15015000171018,  Location: 3.50 MI E OF IH 37/US 281 (Lat: 29.450236,  Lng: -98.423181),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,810 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,540 (year 2033),  Design Load: HS 20,  Features Intersected: SALADO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.934,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710181,  Location: 4.96 MI S OF FM 1976 (Lat: 29.446847,  Lng: -98.428644),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,810 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,540 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.357,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft)

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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 150150001710182,  Location: 3.2 MI E OF IH 37/US 281 (Lat: 29.447072,  Lng: -98.428808),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 121,518 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 194,210 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.357,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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: 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: June 2020

Find on map >>   Show street view

Structure Number: 150150001710184,  Location: 5.46 MI S OF SH 218 (Lat: 29.510289,  Lng: -98.397739),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 85,270 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 128,580 (year 2033),  Design Load: HS 20,  Features Intersected: WALZEM RD (FM 1976)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.339,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $890,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $1,336,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710185,  Location: 5.46 MI S OF SH 218 (Lat: 29.510289,  Lng: -98.397856),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 85,046 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 128,580 (year 2033),  Design Load: HS 20,  Features Intersected: WALZEM RD (FM 1976)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.339,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710186,  Location: 0.96 MI S OF FM 1976 (Lat: 29.496617,  Lng: -98.400519),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 85,046 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 128,580 (year 2033),  Design Load: HS 20,  Features Intersected: EISENHAUER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.788,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $636,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $954,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710187,  Location: 0.96 MI S OF FM 1976 (Lat: 29.496617,  Lng: -98.400636),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 85,270 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 128,580 (year 2033),  Design Load: HS 20,  Features Intersected: EISENHAUER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.788,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $636,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $954,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710188,  Location: 4.3 MI E OF IH 37/US 281 (Lat: 29.484078,  Lng: -98.403064),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 85,046 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 129,110 (year 2033),  Design Load: HS 20,  Features Intersected: RITTIMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.384,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  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: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $636,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $954,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710189,  Location: 4.3 MI E OF IH 37/US 281 (Lat: 29.484078,  Lng: -98.403169),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 85,270 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 129,110 (year 2033),  Design Load: HS 20,  Features Intersected: RITTIMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.384,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $636,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $954,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710292,  Location: IH 35 & IH 37 INTERCHANGE (Lat: 29.439094,  Lng: -98.475025),  Route carried "on" structure: City street 1665,  Year Built: 1972,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 31,203 (year 2011),  Average Future Daily Traffic: 20 (year 2031),  Design Load: H 20,  Features Intersected: IH 35 SB CONN 7,  Facility Carried by Structure: AUSTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 150150001710294,  Location: IH 35 & IH 37 INTERCHANGE (Lat: 29.436378,  Lng: -98.477753),  Route carried "on" structure: Interstate 37,  Year Built: 1972,  Status: Open,  Structure Length: 101.62m (333.40ft),  Average Daily Traffic: 68,500 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 95,900 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 ETC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.504,  Lanes on structure: 4,  Lanes under structure: 25,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 40,  Number Of Approach Spans: 5,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 101.62m (333.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710295,  Location: IH 35 & IH 37 INTERCHANGE (Lat: 29.436844,  Lng: -98.476953),  Route carried "on" structure: Interstate 37,  Year Built: 1972,  Status: Open,  Structure Length: 95.80m (314.30ft),  Average Daily Traffic: 68,500 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 95,900 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 ETC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.504,  Lanes on structure: 4,  Lanes under structure: 27,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 39,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 95.80m (314.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710297,  Location: IH 35 & IH 37 INTERCHANGE (Lat: 29.438742,  Lng: -98.479811),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 18.96m (62.20ft),  Average Daily Traffic: 19,060 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,690 (year 2033),  Design Load: HS 20,  Features Intersected: BROADWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.986,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710298,  Location: IH 35 & IH 37 INTERCHANGE (Lat: 29.438675,  Lng: -98.475528),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 31.12m (102.10ft),  Average Daily Traffic: 15,670 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,940 (year 2033),  Design Load: HS 20,  Features Intersected: BROADWAY ST ETC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.612,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 9,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710299,  Location: IH 35 & IH 37 INTERCHANGE (Lat: 29.440986,  Lng: -98.478697),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 15,670 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,940 (year 2033),  Design Load: HS 20,  Features Intersected: NEWELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.616,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1501500017103,  Location: IH 35 & IH 37 INTERCHANGE (Lat: 29.439581,  Lng: -98.480294),  Route carried "on" structure: Ramp Interstate 37,  Year Built: 1972,  Status: Open,  Structure Length: 26.91m (88.29ft),  Average Daily Traffic: 69,500 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 97,300 (year 2031),  Design Load: HS 20,  Features Intersected: IH 35 NB CONN 2 ETC
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 19.565,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.91m (88.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,362,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $2,042,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710301,  Location: IH 35 & IH 37 INTERCHANGE (Lat: 29.438133,  Lng: -98.475192),  Route carried "on" structure: Ramp US 37,  Year Built: 1972,  Status: Open,  Structure Length: 38.19m (125.30ft),  Average Daily Traffic: 19,583 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 111,570 (year 2031),  Design Load: HS 20,  Features Intersected: IH 35 SB CONN 7 ETC
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 42.115,  Lanes on structure: 1,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 9,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710317,  Location: IH 35 & IH 37 INTERCHANGE (Lat: 29.438358,  Lng: -98.474889),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 37.16m (121.92ft),  Average Daily Traffic: 147,170 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 266,930 (year 2033),  Design Load: H 20,  Features Intersected: IH 35 CONNECTORS
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 39.239,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 6,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710318,  Location: 1.90 MI NW OF IH 10 (Lat: 29.454681,  Lng: -98.412103),  Route carried "on" structure: Ramp Interstate 410,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 34,562 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,650 (year 2031),  Design Load: HS 20,  Features Intersected: IH 35 NBFR & SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.177,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710319,  Location: 1.90 MI NW OF IH 10 (Lat: 29.454786,  Lng: -98.411914),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 13,870 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,420 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 NBFR & SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.612,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15015000171032,  Location: 3.95 MI S OF FM 1976 (Lat: 29.455522,  Lng: -98.413653),  Route carried "on" structure: Ramp Interstate 410,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 69,125 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,750 (year 2031),  Design Load: HS 20,  Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.897,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710329,  Location: 4.75 MI S OF SH 218 (Lat: 29.523283,  Lng: -98.394189),  Route carried "on" structure: Interstate 35,  Year Built: 1983,  Status: Open,  Structure Length: 33.07m (108.50ft),  Average Daily Traffic: 78,088 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 115,780 (year 2033),  Design Load: HS 20,  Features Intersected: IH 410 CONN & RANDOLPH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.628,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15015000171033,  Location: 4.75 MI S OF SH 218 (Lat: 29.523297,  Lng: -98.394056),  Route carried "on" structure: Interstate 35,  Year Built: 1983,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 29.93m (98.20ft),  Average Daily Traffic: 74,199 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 115,780 (year 2033),  Design Load: HS 20,  Features Intersected: IH 410 CONN & RANDOLPH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.625,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 71.6m (234.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710331,  Location: 0.75 MI S OF STARLIGHT (Lat: 29.523408,  Lng: -98.393381),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1983,  Status: Open,  Structure Length: 69.92m (229.40ft),  Average Daily Traffic: 16,540 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,150 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 SBFR IH 410 CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.889,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Number Of Approach Spans: 5,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710332,  Location: 0.9 MI N OF WALZEM RD (Lat: 29.523314,  Lng: -98.394331),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1983,  Status: Open,  Structure Length: 16.03m (52.59ft),  Average Daily Traffic: 13,300 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,620 (year 2033),  Design Load: HS 20,  Features Intersected: IH 410
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 53.467,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150001710333,  Location: 5.25 MI S OF SH 218 (Lat: 29.510283,  Lng: -98.398122),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1983,  Status: Open,  Structure Length: 33.35m (109.42ft),  Average Daily Traffic: 18,360 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,710 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 SB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.315,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 10,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 150150001710334,  Location: 4.75 MI S OF SH 218 (Lat: 29.521736,  Lng: -98.394564),  Route carried "on" structure: Ramp Interstate 410,  Year Built: 1983,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 58,230 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 81,520 (year 2030),  Design Load: HS 20,  Features Intersected: IH 410 CONN & RANDOLPH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.486,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.8m (78.1ft)

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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710336,  Location: 0.40 MI N OF US 90 (Lat: 29.400536,  Lng: -98.511644),  Route carried "on" structure: State highway 353,  Year Built: 1985,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 9,203 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,520 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.384,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.68m (21.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710337,  Location: 0.20 MI S OF W MARTIN ST (Lat: 29.425750,  Lng: -98.501083),  Route carried "on" structure: Interstate 35,  Year Built: 1989,  Status: Open,  Structure Length: 126.74m (415.81ft),  Average Daily Traffic: 91,897 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,940 (year 2033),  Design Load: HS 20,  Features Intersected: HOUSTON ST TO EL PASO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.785,  Lanes on structure: 4,  Lanes under structure: 23,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 42,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 126.74m (415.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,825,000,  Roadway Improvement Cost: $956,000,  Total Project Cost: $4,781,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710338,  Location: 0.20 MI S OF W MARTIN ST (Lat: 29.426611,  Lng: -98.500872),  Route carried "on" structure: Interstate 35,  Year Built: 1991,  Status: Open,  Structure Length: 126.74m (415.81ft),  Average Daily Traffic: 85,430 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,940 (year 2033),  Design Load: HS 20,  Features Intersected: EL PASO ST TO HOUSTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.785,  Lanes on structure: 4,  Lanes under structure: 21,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 42,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710339,  Location: DOWNTOWN Y (Lat: 29.410903,  Lng: -98.508353),  Route carried "on" structure: Interstate 35,  Year Built: 1989,  Status: Open,  Structure Length: 100.25m (328.90ft),  Average Daily Traffic: 91,897 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,940 (year 2033),  Design Load: HS 20,  Features Intersected: GUADALUPE ST TO S LAREDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.284,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 36,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 15015000171034,  Location: DOWNTOWN Y (Lat: 29.410872,  Lng: -98.507867),  Route carried "on" structure: Interstate 35,  Year Built: 1993,  Status: Open,  Structure Length: 100.40m (329.40ft),  Average Daily Traffic: 85,430 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,940 (year 2033),  Design Load: HS 20,  Features Intersected: S LAREDO ST TO GUADALUPE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.284,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 35,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 100.61m (330.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $10,059,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $15,089,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710341,  Location: 0.20 MI N OF SP 536 (Lat: 29.416375,  Lng: -98.502867),  Route carried "on" structure: Interstate 35,  Year Built: 1991,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 171,936 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,940 (year 2033),  Design Load: HS 20,  Features Intersected: PARKING AREA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.295,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710342,  Location: 0.20 MI N OF SP 536 (Lat: 29.415164,  Lng: -98.503367),  Route carried "on" structure: Interstate 35,  Year Built: 1991,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 171,936 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,940 (year 2033),  Design Load: HS 20,  Features Intersected: PARKING AREA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.295,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150001710344,  Location: 0.50 MI N OF SP 536 (Lat: 29.421339,  Lng: -98.502183),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1989,  Status: Open,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 18,270 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,580 (year 2033),  Design Load: HS 20,  Features Intersected: PECOS / IH 35 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.834,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous