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

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Structure Number: 141060177601008,  Location: 4.45 MI W OF FM 1626 (Lat: 30.104639,  Lng: -97.941386),  Route carried "on" structure: State highway 967,  Year Built: 1992,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 2,570 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,290 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.606,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060177601009,  Location: 4.85 MI W OF FM 1626 (Lat: 30.110661,  Lng: -97.947939),  Route carried "on" structure: State highway 967,  Year Built: 1992,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,570 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,290 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.949,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 141060AA0102001,  Location: 1.55 MI W OF FM 1626 (Lat: 30.138072,  Lng: -97.876939),  Route carried "on" structure: County highway 102,  Year Built: 1996,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,014 (year 2020),  Average Future Daily Traffic: 1,200 (year 2034),  Design Load: HS 20,  Features Intersected: LITTLE BEAR CREEK,  Facility Carried by Structure: CHAPARRAL PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 142270001510049,  Location: 0.3 MI S OF WILLIAMSON CL (Lat: 30.475447,  Lng: -97.672375),  Route carried "on" structure: Interstate 35,  Year Built: 1926,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 143,268 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 213,750 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.567,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.3m (165.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 14227000151005,  Location: 0.7 MI S OF WILLIAMSON CL (Lat: 30.468864,  Lng: -97.671111),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1926,  Year Reconstructed: 1937,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 5,440 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,610 (year 2033),  Features Intersected: GILLELAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.6m (44.6ft)

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

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Structure Number: 142270001510051,  Location: 0.35 MI N OF FM 1825N (Lat: 30.461361,  Lng: -97.667267),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1926,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,950 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,740 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.879,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.7m (44.9ft)

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

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Structure Number: 142270001510162,  Location: 0.7 MI S OF WILLIAMSON CL (Lat: 30.469567,  Lng: -97.670508),  Route carried "on" structure: Interstate 35,  Year Built: 1960,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 143,268 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 213,750 (year 2033),  Features Intersected: GILLELAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.4m (149.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 24.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 142270001510163,  Location: 0.3 MI N OF FM 1825 N (Lat: 30.461153,  Lng: -97.667825),  Route carried "on" structure: Interstate 35,  Year Built: 1960,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 143,268 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 213,750 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.871,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 24.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 142270001510413,  Location: 1.7 MI S OF WILLIAMSON CL (Lat: 30.456089,  Lng: -97.666419),  Route carried "on" structure: Interstate 35,  Year Built: 1990,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 143,268 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 171,490 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1825 N / GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.298,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.4m (116.1ft)

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: 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: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001510414,  Location: 2.25 MI N OF FM 734 (Lat: 30.440542,  Lng: -97.668358),  Route carried "on" structure: Interstate 35,  Year Built: 1990,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 113,462 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 176,000 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1825 S / WELLS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.541,  Lanes on structure: 8,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 35.5m (116.5ft)

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: 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: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001511052,  Location: 0.9 MI S OF PARMER LN (Lat: 30.395339,  Lng: -97.680589),  Route carried "on" structure: Business State highway 275,  Year Built: 1934,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 21,376 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,940 (year 2033),  Design Load: H 15,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.179,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001511053,  Location: 0.1 MI S OF PEYTON GIN RD (Lat: 30.357128,  Lng: -97.700489),  Route carried "on" structure: Business State highway 275,  Year Built: 1932,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 27,380 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,210 (year 2033),  Features Intersected: LITTLE WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.804,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14227000151307,  Location: 0.50 MI S OF AIRPORT BLVD (Lat: 30.294931,  Lng: -97.719517),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 6,200 (year 2016),  Average Future Daily Traffic: 6,800 (year 2036),  Design Load: H 20,  Features Intersected: IH 35 LOWER LEVEL,  Facility Carried by Structure: EAST 38 1/2 ST
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 1.590,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  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: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513071,  Location: 1.00 MI S OF AIRPORT BLVD (Lat: 30.289306,  Lng: -97.723094),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 8,000 (year 2016),  Average Future Daily Traffic: 6,730 (year 2036),  Design Load: H 20,  Features Intersected: IH 35 LOWER LEVEL,  Facility Carried by Structure: E 32ND ST
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 1.621,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  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: 18.2m (59.7ft)

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

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Structure Number: 142270001513072,  Location: 1.50 MI S OF AIRPORT BLVD (Lat: 30.283047,  Lng: -97.727053),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 7,050 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,107 (year 2036),  Design Load: H 20,  Features Intersected: IH 35 LOWER LEVEL,  Facility Carried by Structure: MANOR RD
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 1.780,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  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: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513082,  Location: 0.7 MI S OF US 290 E (Lat: 30.311983,  Lng: -97.708917),  Route carried "on" structure: Interstate 35,  Year Built: 1953,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 170,802 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 259,640 (year 2033),  Features Intersected: TANNEHILL BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.186,  Lanes on structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 62.2m (204.1ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 142270001513087,  Location: 0.60 MI S OF FM 734 (Lat: 30.398978,  Lng: -97.673347),  Route carried "on" structure: Interstate 35,  Year Built: 1953,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 140,373 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 199,230 (year 2036),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.634,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 142270001513088,  Location: 0.1 MI S OF RUNDBERG LN (Lat: 30.356731,  Lng: -97.688953),  Route carried "on" structure: Interstate 35,  Year Built: 1953,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 127,907 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 169,500 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.538,  Lanes on structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 142270001513089,  Location: 0.8 MI N OF US 183 (Lat: 30.349644,  Lng: -97.693447),  Route carried "on" structure: Interstate 35,  Year Built: 1953,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 127,907 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 169,500 (year 2033),  Features Intersected: LITTLE WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.627,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 56.7m (186.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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: September 2021

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Structure Number: 14227000151309,  Location: 0.05 MI S OF US 183 (Lat: 30.338294,  Lng: -97.700664),  Route carried "on" structure: Interstate 35,  Year Built: 1953,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 176,077 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 265,680 (year 2033),  Features Intersected: BUTTERNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.192,  Lanes on structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 71.9m (235.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.0m (6.6ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 142270001513094,  Location: 1.4 MI S OF FM 734 (Lat: 30.388339,  Lng: -97.672394),  Route carried "on" structure: Interstate 35,  Year Built: 1954,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 81,205 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,610 (year 2033),  Design Load: HS 20,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.378,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 17.5m (57.4ft),  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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513095,  Location: 1.4 MI S OF FM 734 (Lat: 30.388347,  Lng: -97.672489),  Route carried "on" structure: Interstate 35,  Year Built: 1954,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 78,110 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,610 (year 2033),  Design Load: HS 20,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.378,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513096,  Location: 6.65 MI S OF US 183 (Lat: 30.249381,  Lng: -97.735519),  Route carried "on" structure: Interstate 35,  Year Built: 1954,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 32.07m (105.22ft),  Average Daily Traffic: 129,685 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 203,480 (year 2036),  Features Intersected: COLORADO R(LADY BIRD LK)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.556,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513101,  Location: 5.85 MI S OF US 183 (Lat: 30.261156,  Lng: -97.736708),  Route carried "on" structure: Spur State highway 343,  Year Built: 1955,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 26,400 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,960 (year 2036),  Design Load: H 20,  Features Intersected: IH 35 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.132,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  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: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.7 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513102,  Location: 6.10 MI S OF US 183 (Lat: 30.257567,  Lng: -97.737375),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 80,885 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 101,740 (year 2033),  Design Load: HS 20,  Features Intersected: HOLLY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.423,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513104,  Location: 0.5 MI S OF RIVERSIDE DR (Lat: 30.240631,  Lng: -97.736894),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 132,583 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 221,630 (year 2036),  Features Intersected: WOODLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.535,  Lanes on structure: 8,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 41.2m (135.2ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.0 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.91m (16.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513118,  Location: 6.10 MI S OF US 183 (Lat: 30.257047,  Lng: -97.736944),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 61,971 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 101,740 (year 2033),  Design Load: HS 20,  Features Intersected: HOLLY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.423,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 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: 21.0m (68.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513123,  Location: 0.90 MI S OF SH 71 (Lat: 30.202783,  Lng: -97.760542),  Route carried "on" structure: Interstate 35,  Year Built: 1957,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 146,391 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 224,440 (year 2036),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.790,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $33,000

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Structure Number: 142270001513127,  Location: 1.0 MI N OF SLAUGHTER LN (Lat: 30.179569,  Lng: -97.777789),  Route carried "on" structure: Interstate 35,  Year Built: 1957,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 125,554 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 194,010 (year 2036),  Features Intersected: BOGGY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.666,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 142270001513188,  Location: 2.1 MI S OF AIRPORT BLVD (Lat: 30.274317,  Lng: -97.731419),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 159,455 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 245,090 (year 2036),  Design Load: HS 20,  Features Intersected: E 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.414,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 42.3m (138.8ft)

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

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Structure Number: 142270001513189,  Location: 5.10 MI S OF US 183 (Lat: 30.271761,  Lng: -97.732706),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 7,970 (year 2016),  Average Future Daily Traffic: 9,165 (year 2036),  Design Load: H 20,  Features Intersected: IH 35,  Facility Carried by Structure: EAST 12TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14227000151319,  Location: 5.20 MI S OF US 183 (Lat: 30.270442,  Lng: -97.733183),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 13,460 (year 2016),  Average Future Daily Traffic: 15,000 (year 2033),  Design Load: H 20,  Features Intersected: IH 35,  Facility Carried by Structure: EAST 11TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.957,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 142270001513191,  Location: 5.50 MI S OF US 183 (Lat: 30.265514,  Lng: -97.734586),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 27.34m (89.70ft),  Average Daily Traffic: 143,744 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 238,280 (year 2033),  Design Load: HS 20,  Features Intersected: 6TH; 7TH AND 8TH STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.392,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.34m (89.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513192,  Location: 5.70 MI S OF US 183 (Lat: 30.263656,  Lng: -97.735256),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 143,744 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 238,280 (year 2036),  Design Load: HS 20,  Features Intersected: 4thStTA & CAP MET RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.172,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513209,  Location: IH 35/US 183 INTERCHANGE (Lat: 30.339147,  Lng: -97.700061),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 102,333 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 132,840 (year 2036),  Design Load: HS 20,  Features Intersected: US 183 FRTG RDS
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 37.261,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 14227000151321,  Location: AT IH 35/US 183 INTERCHNG (Lat: 30.339200,  Lng: -97.700144),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 72,197 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 132,840 (year 2036),  Design Load: HS 20,  Features Intersected: US 183 FRTG RDS
Minimum Vertical Clearance: 6.38m (20.93ft),  Kilometerpoint: 37.261,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

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

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Structure Number: 142270001513273,  Location: 1.4 MI S OF FM 734 (Lat: 30.388281,  Lng: -97.672019),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1967,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,480 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,670 (year 2033),  Design Load: H 20,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.378,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513274,  Location: 1.4 MI S OF FM 734 (Lat: 30.388406,  Lng: -97.672853),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1967,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 11,000 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,410 (year 2033),  Design Load: H 20,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.378,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513276,  Location: 1.30 MI N OF US 183 (Lat: 30.358017,  Lng: -97.688056),  Route carried "on" structure: Interstate 35,  Year Built: 1988,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 72,971 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 84,750 (year 2036),  Design Load: HS 20,  Features Intersected: RUNDBERG LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.680,  Lanes on structure: 4,  Lanes under structure: 7,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.4m (60.4ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513277,  Location: 1.30 MI N OF US 183 (Lat: 30.358083,  Lng: -97.688164),  Route carried "on" structure: Interstate 35,  Year Built: 1988,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 72,197 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 84,750 (year 2036),  Design Load: HS 20,  Features Intersected: RUNDBERG LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.680,  Lanes on structure: 4,  Lanes under structure: 7,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.4m (60.4ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 142270001513329,  Location: 1.50 MI S OF US 290 (Lat: 30.302231,  Lng: -97.715367),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 10,910 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,280 (year 2036),  Design Load: HS 20,  Features Intersected: LP 111 (AIRPORT BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.815,  Lanes on structure: 2,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.5m (37.7ft)

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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.69m (31.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Cast-file-Place