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


  • National Bridge Inventory (NBI) Statistics
  • 1,635Number of bridges
  • 47,585ft / 14,504mTotal length
  • $88,672,000Total costs
  • 40,979,061Total average daily traffic
  • 2,477,736Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Austin
  • No street view available for this location

New bridges in Austin, TX - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 81910-1919
  • 171920-1929
  • 481930-1939
  • 261940-1949
  • 701950-1959
  • 861960-1969
  • 1991970-1979
  • 1861980-1989
  • 3531990-1999
  • 4002000-2009
  • 2092010-2019
  • 322020-2022
Reconstructed bridges in Austin, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11920-1929
  • 41930-1939
  • 11940-1949
  • 151950-1959
  • 171960-1969
  • 261970-1979
  • 201980-1989
  • 241990-1999
  • 242000-2009
  • 352010-2019
  • 162020-2022
Average Bridge Daily Traffic in Austin, TX
Average Bridge Truck Traffic in Austin, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.5%Excellent
  • 73.1%Very good
  • 13.2%Good
  • 1.2%Satisfactory
  • 1.0%Fair
  • 0.1%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 31.7%Excellent
  • 49.8%Very good
  • 16.2%Good
  • 1.5%Satisfactory
  • 0.9%Fair
  • 0.4%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 0.1%Excellent
  • 7.0%Very good
  • 68.9%Good
  • 22.8%Satisfactory
  • 1.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 9.0%Very good
  • 52.0%Good
  • 33.6%Satisfactory
  • 5.5%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 61.7%Very good
  • 36.5%Good
  • 1.8%Satisfactory
  • 0.9%Fair
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Structure Number: 14227000151333,  Location: 1.5 MI S OF US 290 (Lat: 30.301244,  Lng: -97.716006),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 19,240 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,930 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.683,  Lanes on structure: 1,  Lanes under structure: 3,  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: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  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 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: 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
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Structure Number: 142270001513331,  Location: 3.5 MI S OF US 183 (Lat: 30.281553,  Lng: -97.728489),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 241.55m (792.49ft),  Average Daily Traffic: 99,058 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 67,340 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 SB LOWER LEVEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.269,  Lanes on structure: 2,  Lanes under structure: 23,  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: 52,  Number Of Approach Spans: 21,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513332,  Location: 3.5 MI S OF US 183 (Lat: 30.281308,  Lng: -97.727972),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 238.05m (781.00ft),  Average Daily Traffic: 48,100 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 67,340 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 NB LOWER LEVEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.269,  Lanes on structure: 2,  Lanes under structure: 22,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 45,  Number Of Approach Spans: 28,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513333,  Location: 1.5 MI S OF US 290 (Lat: 30.300706,  Lng: -97.715389),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 19,240 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,930 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.647,  Lanes on structure: 1,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  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 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513334,  Location: 1.50 MI S OF US 290 (Lat: 30.301617,  Lng: -97.714800),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 10,250 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,350 (year 2036),  Design Load: HS 20,  Features Intersected: LP 111 (AIRPORT BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.784,  Lanes on structure: 1,  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: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.5m (37.7ft)

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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513342,  Location: 1.5 MI S OF AIRPORT BLVD (Lat: 30.280714,  Lng: -97.728989),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1976,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 19,240 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,930 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.269,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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
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Structure Number: 142270001513343,  Location: 3.30 MI S OF US 290 (Lat: 30.278447,  Lng: -97.730414),  Route carried "on" structure: City street 19,  Year Built: 1976,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 20,900 (year 2016),  Average Future Daily Traffic: 24,035 (year 2036),  Design Load: HS 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.097,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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
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Structure Number: 142270001513344,  Location: 2.1 MI S OF AIRPORT BLVD (Lat: 30.274311,  Lng: -97.731331),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1976,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 17,500 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,500 (year 2033),  Design Load: HS 20,  Features Intersected: SOUTH T/A AT 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.414,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: 142270001513345,  Location: 5.0 MI S OF US 183 (Lat: 30.273144,  Lng: -97.731617),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1976,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 17,500 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,500 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 NB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.264,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513346,  Location: 5.0 MI S OF US 183 (Lat: 30.273908,  Lng: -97.731989),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1976,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 17,500 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,500 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 SB ENTRANCE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.292,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14227000151335,  Location: 1.5 MI S OF US 290 (Lat: 30.302322,  Lng: -97.715156),  Route carried "on" structure: Interstate 35,  Year Built: 1972,  Status: Open,  Structure Length: 50.29m (164.99ft),  Average Daily Traffic: 105,393 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 134,690 (year 2033),  Design Load: HS 20,  Features Intersected: AIRPORT BLVD; SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.398,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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
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Structure Number: 142270001513357,  Location: 2.8 MI S OF US 290 (Lat: 30.286786,  Lng: -97.725089),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1976,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 10,910 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,280 (year 2033),  Design Load: HS 20,  Features Intersected: 26TH ST (DEAN KEETON)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.904,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 12.7m (41.7ft)

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: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513358,  Location: 2.8 MI S OF US 290 (Lat: 30.286567,  Lng: -97.724822),  Route carried "on" structure: Interstate 35,  Year Built: 1976,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 178,313 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 269,380 (year 2033),  Design Load: HS 20,  Features Intersected: 26TH ST (DEAN KEETON)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.904,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 24.0m (78.7ft)

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: Meets minimum limits,  Underclear: 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: 142270001513359,  Location: 2.8 MI S OF US 290 E (Lat: 30.286311,  Lng: -97.724756),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1976,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 10,250 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,350 (year 2033),  Design Load: HS 20,  Features Intersected: 26TH ST (DEAN KEETON)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.904,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14227000151336,  Location: 0.90 MI S OF US 290 E (Lat: 30.309436,  Lng: -97.710308),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 16,340 (year 2016),  Average Future Daily Traffic: 18,791 (year 2036),  Design Load: HS 20,  Features Intersected: IH 35,  Facility Carried by Structure: 51ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 5,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 29.8m (97.8ft)

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: 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: 142270001513363,  Location: 0.90 MI S OF US 290 E (Lat: 30.309919,  Lng: -97.710006),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1977,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 17,560 (year 2016),  Average Future Daily Traffic: 20,194 (year 2036),  Design Load: HS 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.798,  Lanes on structure: 1,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  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: 14227000151338,  Location: 5.85 MI S OF US 183 (Lat: 30.260936,  Lng: -97.736225),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 129,685 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 101,740 (year 2036),  Design Load: HS 20,  Features Intersected: CESAR CHAVEZ (E 1ST ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.858,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.24m (33.60ft),  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513384,  Location: US290/IH35 INTERCHANGE (Lat: 30.322050,  Lng: -97.706767),  Route carried "on" structure: Interstate 35,  Year Built: 1980,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 100,934 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 129,820 (year 2033),  Design Load: HS 20,  Features Intersected: US 290
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 35.177,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: 142270001513385,  Location: US290/IH35 INTERCHANGE (Lat: 30.322039,  Lng: -97.706850),  Route carried "on" structure: Interstate 35,  Year Built: 1980,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 92,916 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 129,820 (year 2033),  Design Load: HS 20,  Features Intersected: US 290
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 35.177,  Lanes on structure: 4,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: 142270001513386,  Location: US290/IH35 INTERCHANGE (Lat: 30.321175,  Lng: -97.707261),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1980,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 18,540 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,960 (year 2033),  Design Load: HS 20,  Features Intersected: US 290 EB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.177,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  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: 142270001513387,  Location: US290/IH35 INTERCHANGE (Lat: 30.322108,  Lng: -97.706386),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1980,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 23,030 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,240 (year 2033),  Design Load: HS 20,  Features Intersected: US 290
Minimum Vertical Clearance: 12.95m (42.49ft),  Kilometerpoint: 35.277,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 17.0m (55.8ft),  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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.35m (24.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513388,  Location: US290/IH35 INTERCHANGE (Lat: 30.321875,  Lng: -97.707536),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1980,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 19,940 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,920 (year 2033),  Design Load: HS 20,  Features Intersected: US 290 / SPUR 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.277,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.56m (24.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $211,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513389,  Location: 0.2 MI N OF IH35 / US290E (Lat: 30.326692,  Lng: -97.706603),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1980,  Status: Open,  Structure Length: 21.31m (69.91ft),  Average Daily Traffic: 17,432 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,560 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 SB ENTRANCE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.678,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: 142270001513391,  Location: 6.65 MI S OF US 183 (Lat: 30.252514,  Lng: -97.736647),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1982,  Status: Open,  Structure Length: 41.27m (135.40ft),  Average Daily Traffic: 18,270 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,590 (year 2036),  Design Load: HS 20,  Features Intersected: COLORADO RI/LADY BIRD LK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.495,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.27m (135.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $173,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513392,  Location: 6.65 MI S OF US 183 (Lat: 30.250758,  Lng: -97.736331),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1982,  Status: Open,  Structure Length: 33.10m (108.60ft),  Average Daily Traffic: 18,834 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,360 (year 2036),  Design Load: HS 20,  Features Intersected: COLORADO RI/LADY BIRD LK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.564,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.8m (48.6ft)

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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.10m (108.60ft),  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513404,  Location: 5.60 MI S OF US 290 (Lat: 30.247914,  Lng: -97.735644),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 35,000 (year 2016),  Average Future Daily Traffic: 40,000 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35,  Facility Carried by Structure: RIVERSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $39,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513407,  Location: 2.2 MI S OF FM 734 (Lat: 30.377114,  Lng: -97.675986),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 8,870 (year 2011),  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: IH 35 ML,  Facility Carried by Structure: BRAKER LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.4m (89.9ft)

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: 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: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513411,  Location: 2.3 MI S OF WELLS BRANCH (Lat: 30.407903,  Lng: -97.674550),  Route carried "on" structure: State highway 734,  Year Built: 1988,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 51,650 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 72,310 (year 2036),  Design Load: HS 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.303,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  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: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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
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Structure Number: 142270001513415,  Location: 1.15 MI N OF FM 734 (Lat: 30.424489,  Lng: -97.671403),  Route carried "on" structure: Interstate 35,  Year Built: 1990,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 116,554 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 199,580 (year 2033),  Design Load: HS 20,  Features Intersected: HOWARD LN / DESSAU RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.519,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

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: 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: 142270001513425,  Location: 3.80 MI S OF SH 71 (Lat: 30.167036,  Lng: -97.786094),  Route carried "on" structure: Interstate 35,  Year Built: 1990,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 115,585 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 160,480 (year 2036),  Design Load: HS 20,  Features Intersected: SLAUGHTER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.087,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 42.5m (139.4ft),  Out-to-Out Width: 44.2m (145.0ft)

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: 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: 142270001513426,  Location: 0.15 MI S OF SLAUGHTER LN (Lat: 30.167031,  Lng: -97.785028),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1990,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 52,130 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 77,830 (year 2031),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.087,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 142270001513427,  Location: IH35/SLAUGHTER LN INT (Lat: 30.167069,  Lng: -97.786758),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,640 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,300 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.118,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 142270001513446,  Location: US290/IH35 INTERCHANGE (Lat: 30.321931,  Lng: -97.707603),  Route carried "on" structure: ServiceUS 290,  Year Built: 2002,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 54,570 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 93,860 (year 2031),  Design Load: HS 20,  Features Intersected: US 290 / SPUR 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.719,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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: 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: September 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270001513447,  Location: US290/IH35 INTERCHANGE (Lat: 30.322056,  Lng: -97.706078),  Route carried "on" structure: ServiceUS 290,  Year Built: 2002,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 28,780 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,780 (year 2031),  Design Load: HS 20,  Features Intersected: US 290
Minimum Vertical Clearance: 12.40m (40.68ft),  Kilometerpoint: 35.190,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 142270001513449,  Location: US290;IH35 INTERCHANGE (Lat: 30.325236,  Lng: -97.706764),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 94.70m (310.70ft),  Average Daily Traffic: 21,870 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,900 (year 2035),  Design Load: HS 20,  Features Intersected: US290; IH35 INTERCHANGE
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 35.930,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 26,  Length of Maximum Span: 73.8m (242.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14227000151345,  Location: US290/IH35 INTERCHANGE (Lat: 30.322458,  Lng: -97.703536),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 81.53m (267.49ft),  Average Daily Traffic: 100,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 150,000 (year 2035),  Design Load: HS 20,  Features Intersected: US290/IH35 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.196,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 15,  Length of Maximum Span: 80.8m (265.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513451,  Location: US290/IH35 INTERCHANGE (Lat: 30.320211,  Lng: -97.706678),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 26.82m (87.99ft),  Average Daily Traffic: 21,760 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,220 (year 2035),  Design Load: HS 20,  Features Intersected: IH 35 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.316,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.1m (29.9ft)

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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513452,  Location: US290/IH35 INTERCHANGE (Lat: 30.320586,  Lng: -97.711069),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 60.81m (199.51ft),  Average Daily Traffic: 5,001 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,000 (year 2035),  Design Load: HS 20,  Features Intersected: AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.082,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 12,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142270001513453,  Location: IH 35/SH 71 INTERCHANGE (Lat: 30.215758,  Lng: -97.751750),  Route carried "on" structure: Interstate 35,  Year Built: 2004,  Status: Open,  Structure Length: 25.60m (83.99ft),  Average Daily Traffic: 76,616 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 77,320 (year 2036),  Design Load: HS 20,  Features Intersected: SH 71
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 22.371,  Lanes on structure: 4,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.6m (80.7ft)

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: 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
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