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


  • National Bridge Inventory (NBI) Statistics
  • 1,496Number of bridges
  • 39,439ft / 12,021mTotal length
  • $90,471,000Total costs
  • 35,925,277Total average daily traffic
  • 2,074,254Total average daily truck traffic
  • 35,823,929Total future (year 2030) average daily 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
  • 181920-1929
  • 561930-1939
  • 241940-1949
  • 741950-1959
  • 941960-1969
  • 1991970-1979
  • 1971980-1989
  • 3451990-1999
  • 3522000-2009
  • 1282010-2018
Reconstructed bridges in Austin, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11920-1929
  • 41930-1939
  • 11940-1949
  • 161950-1959
  • 171960-1969
  • 271970-1979
  • 221980-1989
  • 231990-1999
  • 242000-2009
  • 272010-2018
Average Bridge Daily Traffic in Austin, TX
Average Bridge Truck Traffic in Austin, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 0.3%Excellent
  • 13.1%Very good
  • 72.1%Good
  • 13.4%Satisfactory
  • 1.2%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 1.0%Excellent
  • 33.1%Very good
  • 46.9%Good
  • 16.4%Satisfactory
  • 2.4%Fair
  • 0.1%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.1%Excellent
  • 72.8%Very good
  • 22.1%Good
  • 1.0%Satisfactory
  • 0.8%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 10.4%Very good
  • 51.0%Good
  • 34.5%Satisfactory
  • 4.1%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 61.4%Excellent
  • 36.2%Very good
  • 1.2%Good
  • 1.2%Satisfactory
  • 1.2%Fair
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Structure Number: 10750004505027,  Location: 2.1 MI W OF FM 898 (Lat: 33.584389,  Lng: -96.309761),  Route carried "on" structure: State highway 56,  Year Built: 1933,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 2,500 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,510 (year 2033),  Design Load: H 15,  Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.584,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.60m (143.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750004505031,  Location: AT JCT OF SH 56 & SH 121 (Lat: 33.577186,  Lng: -96.193453),  Route carried "on" structure: State highway 56,  Year Built: 1933,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 10,160 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,230 (year 2033),  Features Intersected: POWDER CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.963,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $159,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $286,000
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Structure Number: 10750004505032,  Location: 500 FT E JCT SH 121 (Lat: 33.577158,  Lng: -96.190153),  Route carried "on" structure: State highway 56,  Year Built: 1933,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,960 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,550 (year 2033),  Features Intersected: POWDER CRK REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.758,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016
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Structure Number: 10750004521159,  Location: 1.6 MI E OF SH 78 (Lat: 33.603581,  Lng: -96.146078),  Route carried "on" structure: US 82,  Year Built: 1990,  Status: Open,  Structure Length: 19.51m (64.01ft),  Average Daily Traffic: 5,910 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,270 (year 2033),  Design Load: HS 20,  Features Intersected: BOIS D'ARC CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.539,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10750027903016,  Location: 0.3 MI S OF SH 56 (Lat: 33.572467,  Lng: -96.178100),  Route carried "on" structure: State highway 78,  Year Built: 1938,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 3,120 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,370 (year 2033),  Design Load: H 15,  Features Intersected: POWDER CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.623,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750054901031,  Location: 1.1 MI S OF US 82 (Lat: 33.588833,  Lng: -96.192489),  Route carried "on" structure: State highway 121,  Year Built: 1970,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 11,480 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 16,080 (year 2033),  Features Intersected: PIG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.505,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 192.0m (629.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $176,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750054901032,  Location: 0.02 MI N OF SH 56 (Lat: 33.578056,  Lng: -96.192356),  Route carried "on" structure: State highway 121,  Year Built: 1970,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 11,480 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 16,080 (year 2033),  Features Intersected: POWDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.765,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 216.0m (708.7ft),  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: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: 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: December 2016
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Structure Number: 10750B00325001,  Location: 0.2 MI S OF SH 56 (Lat: 33.572983,  Lng: -96.179350),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 140 (year 2010),  Average Future Daily Traffic: 1,940 (year 2030),  Features Intersected: POWDER CREEK,  Facility Carried by Structure: S MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.21m (0.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $75,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10750B00582001,  Location: 0.2 MI E OF SH 121 (Lat: 33.612789,  Lng: -96.191372),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 500 (year 2010),  Average Future Daily Traffic: 600 (year 2030),  Features Intersected: TIMBER CREEK,  Facility Carried by Structure: WEST AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 4,490 (year 2013),  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: 7.604,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2017,  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: 4,490 (year 2013),  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: 6.948,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: 18.30m (60.04ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2017,  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: 1,000 (year 2014),  Average Future Daily Traffic: 1,200 (year 2034),  Design Load: HS 20,  Features Intersected: LITTLE BEAR CREEK,  Facility Carried by Structure: CHAPARRAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  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: 0.14m (0.46ft),  Average Daily Traffic: 152,680 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 213,750 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.566,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 503.0m (1,650.3ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: November 2017
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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: 0.14m (0.46ft),  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: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  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: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: November 2017,  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: 0.07m (0.23ft),  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: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 1.2m (3.9ft),  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: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 122,490 (year 2013),  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: 338.0m (1,108.9ft),  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: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: November 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001510413,  Location: 1.7 MI S OF WILLIAMSON CL (Lat: 30.456089,  Lng: -97.666419),  Route carried "under" structure: State highway 1825,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 7,790 (year 2013),  Truck Traffic: 3%,  Features Intersected: FM 1825 S,  Facility Carried by Structure: IH 35
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 2.755,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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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: 125,710 (year 2013),  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: 341.0m (1,118.8ft),  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: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  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 "under" structure: State highway 1825,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 25,080 (year 2013),  Truck Traffic: 2%,  Features Intersected: FM 1825,  Facility Carried by Structure: IH 35
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.008,  Lanes on structure: 8,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.1m (115.2ft)

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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: 24,240 (year 2013),  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: 5.178,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.4m (4.6ft),  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: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  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: 32,290 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,210 (year 2033),  Design Load: H 15,  Features Intersected: LITTLE WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.802,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  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: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: May 2017,  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: 0.159,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  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: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.30m (83.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000 ( Estimate for 2010),  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 "under" structure: Interstate 35,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 96,200 (year 2016),  Truck Traffic: 12%,  Features Intersected: E 38 1/2 ST,  Facility Carried by Structure: EAST 38 1/2 ST
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 31.966,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 25.3m (83.0ft)

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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: 0.162,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  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: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2017,  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 "under" structure: Interstate 35,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 96,200 (year 2016),  Truck Traffic: 12%,  Features Intersected: E 32ND ST,  Facility Carried by Structure: E 32ND ST
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 31.242,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 25.3m (83.0ft)

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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: 0.65m (2.13ft),  Kilometerpoint: 0.178,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  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: 44.4 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.20m (85.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000 ( Estimate for 2010),  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 "under" structure: Interstate 35,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 96,200 (year 2013),  Truck Traffic: 12%,  Features Intersected: MANOR RD,  Facility Carried by Structure: MANOR RD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 30.466,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 26.2m (86.0ft)

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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: 185,460 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 259,640 (year 2033),  Design Load: H 20,  Features Intersected: TANNEHILL BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.178,  Lanes on structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 622.0m (2,040.7ft),  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: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: November 2017
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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: 142,300 (year 2016),  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: 44.624,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: October 2017
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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: 121,070 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 169,500 (year 2033),  Design Load: H 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.953,  Lanes on structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 585.0m (1,919.3ft),  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: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: November 2017
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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: 121,070 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 169,500 (year 2033),  Features Intersected: LITTLE WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.619,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 567.0m (1,860.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: November 2017
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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: 189,770 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 265,680 (year 2033),  Design Load: H 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.184,  Lanes on structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 719.0m (2,358.9ft),  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: 0.2m (0.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: November 2017
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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: 71,150 (year 2013),  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: 43.369,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  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: 17.5m (57.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: November 2017,  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: 71,150 (year 2013),  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: 43.369,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  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: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: November 2017,  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: 145,340 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 203,480 (year 2036),  Design Load: H 20,  Features Intersected: COLORADO R(LADY BIRD LK)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.655,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 305.0m (1,000.7ft),  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: 2.9m (9.5ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: October 2017,  Underwater Inspection Date: January 2015,  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: 1.013,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  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: 44.4 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.20m (85.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000 ( Estimate for 2010),  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 "under" structure: Interstate 35,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 72,670 (year 2016),  Truck Traffic: 10%,  Features Intersected: LP 343 / C CHAVEZ ST,  Facility Carried by Structure: LP 343/C CHAVEZ ST
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 27.879,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 26.2m (86.0ft)

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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: 72,670 (year 2013),  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: 27.417,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  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: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: 46.30m (151.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000 ( Estimate for 2010),  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 "under" structure: City street ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2011),  Features Intersected: Holly Street,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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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: 158,300 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 221,630 (year 2036),  Design Load: H 20,  Features Intersected: WOODLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.553,  Lanes on structure: 8,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 411.0m (1,348.4ft),  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: 44.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 49.10m (161.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  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 "under" structure: City street ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 800 (year 2016),  Features Intersected: IH 35,  Facility Carried by Structure: IH 35
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.724,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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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: 72,670 (year 2013),  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: 27.417,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  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: 2.1m (6.9ft),  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: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: 45.70m (149.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  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 "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2011),  Features Intersected: HOLLY STREET,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.402,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.1m (6.9ft)

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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: 0.07m (0.23ft),  Average Daily Traffic: 160,310 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 224,440 (year 2036),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.785,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  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: 138,570 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 194,010 (year 2036),  Design Load: H 20,  Features Intersected: BOGGY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.662,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 463.0m (1,519.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: October 2017
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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: 175,070 (year 2016),  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: 29.408,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 347.0m (1,138.5ft),  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: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142270001513188,  Location: 2.1 MI S OF AIRPORT BLVD (Lat: 30.274317,  Lng: -97.731419),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 25,400 (year 2016),  Features Intersected: IH 35,  Facility Carried by Structure: IH 35
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 4.436,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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