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

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Structure Number: 150150007308126,  Location: 0.02 MI E OF US 281 (Lat: 29.507839,  Lng: -98.477508),  Route carried "on" structure: US 281,  Year Built: 1976,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 82,210 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 115,100 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN,  Facility Carried by Structure: SUNSET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.387,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  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: 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: August 2018

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Structure Number: 150150007308127,  Location: 0.90 MI S OF IH 410 (Lat: 29.507864,  Lng: -98.477953),  Route carried "on" structure: US 281,  Year Built: 1976,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 77,350 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 57,550 (year 2033),  Design Load: HS 20,  Features Intersected: SUNSET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.291,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  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: 22.9m (75.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.7m (71.2ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308129,  Location: 1.35 MI S OF IH 410 (Lat: 29.502864,  Lng: -98.480703),  Route carried "on" structure: US 281,  Year Built: 1976,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 132,460 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 205,160 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.904,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.0m (9.8ft)

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: 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: August 2020

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Structure Number: 15015000730813,  Location: 1.30 MI S OF IH 410 (Lat: 29.502272,  Lng: -98.481928),  Route carried "on" structure: US 281,  Year Built: 1976,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 146,540 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 205,160 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN,  Facility Carried by Structure: JONES-MALTSBERGER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.071,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 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: August 2020

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Structure Number: 150150007308131,  Location: 1.50 MI S OF IH 410 (Lat: 29.500831,  Lng: -98.481997),  Route carried "on" structure: US 281,  Year Built: 1976,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 77,350 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 102,580 (year 2033),  Design Load: HS 20,  Features Intersected: JONES-MALTSBERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.173,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.3m (60.0ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308132,  Location: 1.90 MI S OF IH 410 (Lat: 29.495025,  Lng: -98.484275),  Route carried "on" structure: US 281,  Year Built: 1976,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 68,743 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 79,350 (year 2035),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.881,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308133,  Location: 0.07 MI SW OF US 281 (Lat: 29.490033,  Lng: -98.484097),  Route carried "on" structure: ServiceUS 281,  Year Built: 1978,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 71,650 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 100,300 (year 2032),  Design Load: H 20,  Features Intersected: OLMOS CREEK,  Facility Carried by Structure: BASSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.486,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150007308134,  Location: 0.03 MI S OF BASSE RD (Lat: 29.490506,  Lng: -98.482767),  Route carried "on" structure: Ramp US 281,  Year Built: 1978,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 13,610 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,060 (year 2033),  Design Load: HS 20,  Features Intersected: OLMOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.731,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308135,  Location: 2.25 MI S OF IH 410 (Lat: 29.490525,  Lng: -98.483478),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 22.25m (73.00ft),  Average Daily Traffic: 68,743 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 95,320 (year 2033),  Design Load: HS 20,  Features Intersected: BASSE RD & OLMOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.264,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.8m (65.0ft)

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: Meets minimum limits,  Underclear: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308136,  Location: 0.60 MI S OF BASSE RD (Lat: 29.482786,  Lng: -98.482167),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 68,743 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 95,320 (year 2033),  Design Load: HS 20,  Features Intersected: OLMOS CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.180,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.0m (59.1ft)

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

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Structure Number: 150150007308137,  Location: 0.60 MI S OF BASSE RD (Lat: 29.481022,  Lng: -98.481592),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 24.38m (79.99ft),  Average Daily Traffic: 68,800 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 95,320 (year 2033),  Design Load: HS 20,  Features Intersected: OLMOS CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.180,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308138,  Location: 0.80 MI S OF HILDEBRAND (Lat: 29.456917,  Lng: -98.481689),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 77,970 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 109,160 (year 2033),  Design Load: HS 20,  Features Intersected: MULBERRY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.384,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  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: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308139,  Location: 0.25 MI S OF HILDEBRAND (Lat: 29.463258,  Lng: -98.475686),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 22.25m (73.00ft),  Average Daily Traffic: 77,970 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 109,160 (year 2033),  Design Load: HS 20,  Features Intersected: TULETA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.521,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Very 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15015000730814,  Location: 1.20 MI S OF BASSE RD (Lat: 29.472406,  Lng: -98.478089),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 121.58m (398.88ft),  Average Daily Traffic: 68,743 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 95,320 (year 2033),  Design Load: HS 20,  Features Intersected: OLMOS BASIN&CITY STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.577,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 34,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: 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: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308144,  Location: 0.30 MI S OF IH 35 (Lat: 29.425242,  Lng: -98.481672),  Route carried "on" structure: Interstate 37,  Year Built: 1972,  Status: Open,  Structure Length: 115.34m (378.41ft),  Average Daily Traffic: 77,336 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 95,900 (year 2033),  Design Load: HS 20,  Features Intersected: JONES ST TO HOUSTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.084,  Lanes on structure: 4,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 55,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 21.7m (71.2ft)

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

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Structure Number: 150150007308145,  Location: 1.80 MI N OF IH 10 (Lat: 29.422208,  Lng: -98.480817),  Route carried "on" structure: Interstate 37,  Year Built: 1972,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 77,336 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 95,900 (year 2033),  Design Load: HS 20,  Features Intersected: COMMERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.741,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308146,  Location: 1.55 MI N OF IH 10 (Lat: 29.419081,  Lng: -98.480567),  Route carried "on" structure: Interstate 37,  Year Built: 1972,  Status: Open,  Structure Length: 13.66m (44.82ft),  Average Daily Traffic: 77,336 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 72,570 (year 2033),  Design Load: HS 20,  Features Intersected: MONTANA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.371,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308147,  Location: 1.55 MI N OF IH 10 (Lat: 29.418739,  Lng: -98.480011),  Route carried "on" structure: Ramp Interstate 37,  Year Built: 1972,  Status: Open,  Structure Length: 18.01m (59.09ft),  Average Daily Traffic: 6,908 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,510 (year 2033),  Design Load: HS 20,  Features Intersected: MONTANA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.300,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

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

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Structure Number: 150150007308148,  Location: 1.40 MI N OF IH 10 (Lat: 29.414303,  Lng: -98.480517),  Route carried "on" structure: Interstate 37,  Year Built: 1972,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 60,072 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 72,570 (year 2033),  Design Load: HS 20,  Features Intersected: CESAR CHAVEZ BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.845,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.1m (82.3ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,282,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,923,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308149,  Location: 0.65 MI NW OF IH 35 (Lat: 29.447411,  Lng: -98.480475),  Route carried "on" structure: US 281,  Year Built: 1976,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 77,970 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 109,160 (year 2033),  Design Load: HS 20,  Features Intersected: SAN ANTONIO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.755,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 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: 23.4m (76.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15015000730815,  Location: 0.95 MI S OF HILDEBRAND (Lat: 29.454739,  Lng: -98.481794),  Route carried "on" structure: US 281,  Year Built: 1976,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 77,970 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 109,160 (year 2033),  Design Load: HS 20,  Features Intersected: N ST MARY'S ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.799,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308151,  Location: 0.60 MI S OF IH 35 (Lat: 29.431247,  Lng: -98.480403),  Route carried "on" structure: Ramp Interstate 37,  Year Built: 1972,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 13,700 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,180 (year 2033),  Design Load: HS 20,  Features Intersected: BROOKLYN AVE ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.971,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

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

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Structure Number: 150150007308152,  Location: 0.70 MI S OF IH 35 (Lat: 29.429256,  Lng: -98.481028),  Route carried "on" structure: Ramp Interstate 37,  Year Built: 1972,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 13,700 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,180 (year 2033),  Design Load: HS 20,  Features Intersected: NOLAN ST ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.672,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308155,  Location: IH 37 SB RAMP TO IH 35 SB (Lat: 29.440747,  Lng: -98.479214),  Route carried "on" structure: Ramp Interstate 37,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 23.16m (75.98ft),  Average Daily Traffic: 69,500 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 97,300 (year 2030),  Design Load: HS 20,  Features Intersected: NEWELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.565,  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: 7,  Number Of Approach Spans: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308156,  Location: IH 37 NB RAMP TO IH 35 NB (Lat: 29.437856,  Lng: -98.475678),  Route carried "on" structure: Ramp Interstate 37,  Year Built: 1972,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 10,012 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,180 (year 2033),  Design Load: HS 20,  Features Intersected: AUSTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.381,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 36.3 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308176,  Location: 1.10 MI S OF IH 410 (Lat: 29.315908,  Lng: -98.406597),  Route carried "on" structure: Interstate 37,  Year Built: 1967,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 41,520 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 58,455 (year 2036),  Design Load: HS 20,  Features Intersected: OLD US 181 / SPUR 122
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.127,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308177,  Location: 1.10 MI S OF IH 410 (Lat: 29.315783,  Lng: -98.406311),  Route carried "on" structure: Interstate 37,  Year Built: 1967,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 42,052 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 58,455 (year 2036),  Design Load: HS 20,  Features Intersected: OLD US 181/SPUR 122
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.149,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308178,  Location: 1.20 MI S OF BASSE RD (Lat: 29.472506,  Lng: -98.477917),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 121.58m (398.88ft),  Average Daily Traffic: 68,800 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 95,320 (year 2033),  Design Load: HS 20,  Features Intersected: OLMOS BASIN&CITY STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.577,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 34,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.0m (59.1ft)

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

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Structure Number: 150150007308179,  Location: 2.25 MI S OF IH 410 (Lat: 29.490664,  Lng: -98.483292),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 22.25m (73.00ft),  Average Daily Traffic: 68,800 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 95,320 (year 2033),  Design Load: HS 20,  Features Intersected: BASSE RD & OLMOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.264,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.1m (62.7ft)

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

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Structure Number: 15015000730818,  Location: 0.30 MI NW OF IH 410 (Lat: 29.524908,  Lng: -98.481564),  Route carried "on" structure: US 281,  Year Built: 1977,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 80,047 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 102,610 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.295,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 46.5m (152.6ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft)

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 48 months,  Inspection Date: August 2018

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Structure Number: 150150007308181,  Location: 0.10 MI SW OF US 281 (Lat: 29.528022,  Lng: -98.483586),  Route carried "on" structure: US 281,  Year Built: 1977,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 73,290 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 102,610 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN,  Facility Carried by Structure: JONES-MALTSBERGER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.953,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

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 48 months,  Inspection Date: August 2018

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Structure Number: 150150007308182,  Location: 0.60 MI NW OF IH 410 (Lat: 29.527878,  Lng: -98.483622),  Route carried "on" structure: US 281,  Year Built: 1978,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 47,851 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 96,500 (year 2033),  Design Load: HS 20,  Features Intersected: JONES-MALTSBERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.846,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

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: Better than 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: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308183,  Location: 0.60 MI NW OF IH 410 (Lat: 29.528083,  Lng: -98.483494),  Route carried "on" structure: US 281,  Year Built: 1978,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 68,461 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 96,500 (year 2033),  Design Load: HS 20,  Features Intersected: JONES-MALTSBERGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.846,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.3m (79.7ft)

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

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Structure Number: 150150007308184,  Location: 1.05 MI NW OF IH 410 (Lat: 29.533261,  Lng: -98.487833),  Route carried "on" structure: City street 7405,  Year Built: 1978,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 4,919 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,000 (year 2030),  Design Load: HS 20,  Features Intersected: US 281,  Facility Carried by Structure: ISOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 25.6m (84.0ft)

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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150007308185,  Location: 1.45 MI NW OF IH 410 (Lat: 29.537478,  Lng: -98.492556),  Route carried "on" structure: Spur State highway 537,  Year Built: 1977,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 16,000 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,200 (year 2031),  Design Load: HS 20,  Features Intersected: US 281
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.442,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150007308186,  Location: 1.65 MI S OF BITTERS RD (Lat: 29.541864,  Lng: -98.491475),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 11,220 (year 2010),  Average Future Daily Traffic: 13,000 (year 2030),  Design Load: HS 20,  Features Intersected: US 281,  Facility Carried by Structure: SANDAU RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than 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: 8.66m (28.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $38,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150007308196,  Location: IH 37 @ IH 410 (Lat: 29.329597,  Lng: -98.416097),  Route carried "on" structure: Interstate 37,  Year Built: 1969,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 36,761 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,870 (year 2036),  Design Load: HS 20,  Features Intersected: IH 410
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.910,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308197,  Location: IH 37 @ IH 410 (Lat: 29.329781,  Lng: -98.416764),  Route carried "on" structure: Ramp Interstate 37,  Year Built: 1969,  Status: Open,  Structure Length: 30.57m (100.30ft),  Average Daily Traffic: 3,262 (year 2016),  Average Future Daily Traffic: 4,570 (year 2036),  Design Load: HS 20,  Features Intersected: IH 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.517,  Lanes on structure: 1,  Lanes under structure: 10,  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: 14,  Number Of Approach Spans: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150007308198,  Location: IH 37 @ IH 410 (Lat: 29.329178,  Lng: -98.415575),  Route carried "on" structure: Interstate 37,  Year Built: 1969,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 42,052 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,870 (year 2036),  Design Load: HS 20,  Features Intersected: IH 410
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.910,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1501500073082,  Location: IH 37 @ IH 410 (Lat: 29.329058,  Lng: -98.417808),  Route carried "on" structure: Ramp Interstate 37,  Year Built: 1969,  Status: Open,  Structure Length: 30.57m (100.30ft),  Average Daily Traffic: 5,715 (year 2016),  Average Future Daily Traffic: 8,000 (year 2036),  Design Load: HS 20,  Features Intersected: IH 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.395,  Lanes on structure: 1,  Lanes under structure: 10,  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: 14,  Number Of Approach Spans: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous