Bridge Statistics for Hutto, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21920-1929
- 11940-1949
- 31960-1969
- 21980-1989
- 71990-1999
- 422000-2009
- 122010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 11990-1999
- 42000-2009
- Bridge Condition - Deck
- 7.7%Very good
- 76.9%Good
- 11.5%Satisfactory
- 3.8%Fair
- Bridge Condition - Superstructure
- 38.5%Very good
- 38.5%Good
- 15.4%Satisfactory
- 7.7%Fair
- Bridge Condition - Substructure
- 3.8%Very good
- 73.1%Good
- 15.4%Satisfactory
- 7.7%Poor
- Bridge Condition - Channel
- 2.0%Very good
- 68.0%Good
- 24.0%Satisfactory
- 2.0%Fair
- 4.0%Poor
- Bridge Condition - Culverts
- 76.5%Good
- 20.6%Satisfactory
- 2.9%Fair
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Structure Number: 142460AA1600001, Location: 0.1 MI S OF US 79 (Lat: 30.533808, Lng: -97.591428), Route carried "on" structure: Business County highway , Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 50%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: DRAW, Facility Carried by Structure: BENELLI DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460AA1600001, Location: 0.1 MI S OF US 79 (Lat: 30.533808, Lng: -97.591428), Route carried "on" structure: Business County highway , Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 50%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: DRAW, Facility Carried by Structure: BENELLI DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460AA1600003, Location: 0.9 MI S OF HWY 79 (Lat: 30.530950, Lng: -97.589731), Route carried "on" structure: Other road 123, Year Built: 2005, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,000 (year 2019), Average Future Daily Traffic: 1 (year 1900), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142460AA1600003, Location: 0.9 MI S OF HWY 79 (Lat: 30.530950, Lng: -97.589731), Route carried "on" structure: Other road 123, Year Built: 2005, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,000 (year 2019), Average Future Daily Traffic: 1 (year 1900), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142460L00040001, Location: 0.37 MI WEST OF FM 1660 (Lat: 30.541114, Lng: -97.552617), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 7,440 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 13,400 (year 2030), Design Load: HS 20, Features Intersected: HUTTO DRAW, Facility Carried by Structure: WEST FRONT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.921, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Good, Culverts: 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L00040001, Location: 0.37 MI WEST OF FM 1660 (Lat: 30.541114, Lng: -97.552617), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 7,440 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 13,400 (year 2030), Design Load: HS 20, Features Intersected: HUTTO DRAW, Facility Carried by Structure: WEST FRONT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.921, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Good, Culverts: 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 corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L00041001, Location: 0.15 MI E OF FM 1660 (Lat: 30.543831, Lng: -97.538717), Route carried "on" structure: County highway 199, Year Built: 2005, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 200 (year 2030), Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L00041001, Location: 0.15 MI E OF FM 1660 (Lat: 30.543831, Lng: -97.538717), Route carried "on" structure: County highway 199, Year Built: 2005, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 200 (year 2030), Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L01005001, Location: 0.30 MI W OF WILEY ST (Lat: 30.567317, Lng: -97.548169), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 500 (year 2030), Features Intersected: BR OF COTTONWOOD CREEK, Facility Carried by Structure: ALMQUIST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L01005001, Location: 0.30 MI W OF WILEY ST (Lat: 30.567317, Lng: -97.548169), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 500 (year 2030), Features Intersected: BR OF COTTONWOOD CREEK, Facility Carried by Structure: ALMQUIST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L01085001, Location: 0.60 MI E OF FM 1660 (Lat: 30.534281, Lng: -97.552753), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 2,000 (year 2010), Average Future Daily Traffic: 3,000 (year 2030), Features Intersected: HUTTO DRAW, Facility Carried by Structure: CARL STERN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 24.4m (80.1ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L01085001, Location: 0.60 MI E OF FM 1660 (Lat: 30.534281, Lng: -97.552753), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 2,000 (year 2010), Average Future Daily Traffic: 3,000 (year 2030), Features Intersected: HUTTO DRAW, Facility Carried by Structure: CARL STERN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 24.4m (80.1ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L01085002, Location: 0.30 MI W OF FM 1660 (Lat: 30.533656, Lng: -97.548203), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,250 (year 2010), Average Future Daily Traffic: 2,000 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: CARL STERN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L01085002, Location: 0.30 MI W OF FM 1660 (Lat: 30.533656, Lng: -97.548203), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,250 (year 2010), Average Future Daily Traffic: 2,000 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: CARL STERN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L01085003, Location: 0.4 MI W OF FM 685 (Lat: 30.535928, Lng: -97.570428), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: CARMEL CREEK, Facility Carried by Structure: CARL STERN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L01085003, Location: 0.4 MI W OF FM 685 (Lat: 30.535928, Lng: -97.570428), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: CARMEL CREEK, Facility Carried by Structure: CARL STERN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L01085004, Location: 0.18 MI E of FM 685 (Lat: 30.534700, Lng: -97.560700), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2038), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: CARL STERN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L01085004, Location: 0.18 MI E of FM 685 (Lat: 30.534700, Lng: -97.560700), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2038), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: CARL STERN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L01085005, Location: 0.35 MI W OF FM 685 (Lat: 30.529850, Lng: -97.570719), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 250 (year 2020), Average Future Daily Traffic: 400 (year 2040), Features Intersected: Draw, Facility Carried by Structure: Knowles Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.571, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142460L01085005, Location: 0.35 MI W OF FM 685 (Lat: 30.529850, Lng: -97.570719), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 250 (year 2020), Average Future Daily Traffic: 400 (year 2040), Features Intersected: Draw, Facility Carried by Structure: Knowles Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.571, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142460L01187001, Location: 0.15 MI W OF CR 119 (Lat: 30.547631, Lng: -97.563433), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 200 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: EMORY FARMS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L01187001, Location: 0.15 MI W OF CR 119 (Lat: 30.547631, Lng: -97.563433), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 200 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: EMORY FARMS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L01187002, Location: 0.1 MI E OF INNOVATION (Lat: 30.548569, Lng: -97.570978), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 400 (year 2040), Design Load: HL 93, Features Intersected: Draw, Facility Carried by Structure: Schneider Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L01187002, Location: 0.1 MI E OF INNOVATION (Lat: 30.548569, Lng: -97.570978), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 400 (year 2040), Design Load: HL 93, Features Intersected: Draw, Facility Carried by Structure: Schneider Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L01420001, Location: 0.1 MI E OF FM 1660 (Lat: 30.551397, Lng: -97.542639), Route carried "on" structure: County highway 136, Year Built: 1990, Year Reconstructed: 2013, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,910 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 3,440 (year 2030), Design Load: HS 20, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: MAGER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L01420001, Location: 0.1 MI E OF FM 1660 (Lat: 30.551397, Lng: -97.542639), Route carried "on" structure: County highway 136, Year Built: 1990, Year Reconstructed: 2013, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,910 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 3,440 (year 2030), Design Load: HS 20, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: MAGER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L01550001, Location: 0.3 MI W OF FM 1660 (Lat: 30.564781, Lng: -97.548706), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 500 (year 2030), Features Intersected: BR OF COTTONWOOD CREEK, Facility Carried by Structure: PHILLIPS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L01550001, Location: 0.3 MI W OF FM 1660 (Lat: 30.564781, Lng: -97.548706), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 500 (year 2030), Features Intersected: BR OF COTTONWOOD CREEK, Facility Carried by Structure: PHILLIPS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L01593001, Location: 0.40 MI E OF FM 685 (Lat: 30.523628, Lng: -97.561711), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,200 (year 2010), Average Future Daily Traffic: 2,000 (year 2030), Features Intersected: BRANCH OF BRUSHY CREEK, Facility Carried by Structure: RIVERWALK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 142460L01593001, Location: 0.40 MI E OF FM 685 (Lat: 30.523628, Lng: -97.561711), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,200 (year 2010), Average Future Daily Traffic: 2,000 (year 2030), Features Intersected: BRANCH OF BRUSHY CREEK, Facility Carried by Structure: RIVERWALK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 142460L01630001, Location: 0.3 MI W OF FM 1660 (Lat: 30.562275, Lng: -97.549061), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 500 (year 2030), Features Intersected: BR OF COTTONWOOD CREEK, Facility Carried by Structure: SYLVAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 142460L01630001, Location: 0.3 MI W OF FM 1660 (Lat: 30.562275, Lng: -97.549061), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 500 (year 2030), Features Intersected: BR OF COTTONWOOD CREEK, Facility Carried by Structure: SYLVAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 142460L01700001, Location: 0.3 MI W OF FM 1660 (Lat: 30.563958, Lng: -97.548733), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 500 (year 2030), Features Intersected: BR OF COTTONWOOD CREEK, Facility Carried by Structure: WEGSTROM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 19.0m (62.3ft)
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, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L01700001, Location: 0.3 MI W OF FM 1660 (Lat: 30.563958, Lng: -97.548733), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 350 (year 2010), Average Future Daily Traffic: 500 (year 2030), Features Intersected: BR OF COTTONWOOD CREEK, Facility Carried by Structure: WEGSTROM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 19.0m (62.3ft)
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, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460L03350001, Location: 0.21 MI N OF US 79 (Lat: 30.553222, Lng: -97.562408), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2038), Features Intersected: DRAW, Facility Carried by Structure: EMORY STABLE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460L03350001, Location: 0.21 MI N OF US 79 (Lat: 30.553222, Lng: -97.562408), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2038), Features Intersected: DRAW, Facility Carried by Structure: EMORY STABLE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460020401086, Location: 1.70 MI N OF FM 685 (Lat: 30.533650, Lng: -97.575858), Route carried "under" structure: US 79, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 31,950 (year 2016), Truck Traffic: 12%, Features Intersected: SH 130 TOLL, Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 1.341, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 142460020401086, Location: 1.70 MI N OF FM 685 (Lat: 30.533650, Lng: -97.575858), Route carried "under" structure: US 79, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 31,950 (year 2016), Truck Traffic: 12%, Features Intersected: SH 130 TOLL, Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 1.341, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 142460020401087, Location: 1.70 MI N OF FM 685 (Lat: 30.538992, Lng: -97.576672), Route carried "under" structure: US 79, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 31,950 (year 2013), Truck Traffic: 12%, Features Intersected: SH 130 TOLL, Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 1.387, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 142460020401087, Location: 1.70 MI N OF FM 685 (Lat: 30.538992, Lng: -97.576672), Route carried "under" structure: US 79, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 31,950 (year 2013), Truck Traffic: 12%, Features Intersected: SH 130 TOLL, Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 1.387, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 14246002040109, Location: 0.90 MI W OF FM 685 (Lat: 30.538042, Lng: -97.577519), Route carried "under" structure: ServiceState highway 130, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,250 (year 2016), Truck Traffic: 3%, Features Intersected: SH 130 FR, Facility Carried by Structure: US 79 NB ML
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 32.090, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 14246002040109, Location: 0.90 MI W OF FM 685 (Lat: 30.538042, Lng: -97.577519), Route carried "under" structure: ServiceState highway 130, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,250 (year 2016), Truck Traffic: 3%, Features Intersected: SH 130 FR, Facility Carried by Structure: US 79 NB ML
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 32.090, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 142460020401091, Location: 0.90 MI W OF FM 685 (Lat: 30.538708, Lng: -97.575164), Route carried "under" structure: ServiceState highway 130, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,250 (year 2016), Truck Traffic: 3%, Features Intersected: SH 130 FR, Facility Carried by Structure: US 79 SB ML
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 32.061, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 142460020401091, Location: 0.90 MI W OF FM 685 (Lat: 30.538708, Lng: -97.575164), Route carried "under" structure: ServiceState highway 130, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,250 (year 2016), Truck Traffic: 3%, Features Intersected: SH 130 FR, Facility Carried by Structure: US 79 SB ML
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 32.061, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 142460044005048, Location: 2.70 MI N OF US 79 (Lat: 30.575561, Lng: -97.584278), Route carried "under" structure: County highway 118, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2016), Features Intersected: SH 130 NB ML, Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 1.851, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 142460044005048, Location: 2.70 MI N OF US 79 (Lat: 30.575561, Lng: -97.584278), Route carried "under" structure: County highway 118, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2016), Features Intersected: SH 130 NB ML, Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 1.851, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 142460044005049, Location: 2.70 MI N OF US 79 (Lat: 30.576047, Lng: -97.585253), Route carried "under" structure: County highway 118, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2016), Features Intersected: SH 130 SB ML, Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 1.851, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 142460044005049, Location: 2.70 MI N OF US 79 (Lat: 30.576047, Lng: -97.585253), Route carried "under" structure: County highway 118, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2016), Features Intersected: SH 130 SB ML, Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 1.851, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 14246004400505, Location: 1.70 MI N OF US 79 (Lat: 30.561861, Lng: -97.578692), Route carried "under" structure: County highway 109, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2016), Features Intersected: SH 130 NB ML, Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 14246004400505, Location: 1.70 MI N OF US 79 (Lat: 30.561861, Lng: -97.578692), Route carried "under" structure: County highway 109, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2016), Features Intersected: SH 130 NB ML, Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 142460044005051, Location: 1.70 MI N OF US 79 (Lat: 30.562656, Lng: -97.579681), Route carried "under" structure: County highway 109, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2016), Features Intersected: SH 130 SB ML, Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 142460044005051, Location: 1.70 MI N OF US 79 (Lat: 30.562656, Lng: -97.579681), Route carried "under" structure: County highway 109, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 2016), Features Intersected: SH 130 SB ML, Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 142460044005056, Location: 1.70 MI S OF US 79 (Lat: 30.513381, Lng: -97.575156), Route carried "under" structure: State highway 685, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 4%, Features Intersected: SH 130 TOLL, Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 3.034, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 142460044005056, Location: 1.70 MI S OF US 79 (Lat: 30.513381, Lng: -97.575156), Route carried "under" structure: State highway 685, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 4%, Features Intersected: SH 130 TOLL, Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 3.034, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 142460044005057, Location: 1.70 MI S OF US 79 (Lat: 30.513864, Lng: -97.575861), Route carried "under" structure: State highway 685, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 4%, Features Intersected: SH 130 TOLL, Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 2.981, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 142460044005057, Location: 1.70 MI S OF US 79 (Lat: 30.513864, Lng: -97.575861), Route carried "under" structure: State highway 685, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 4%, Features Intersected: SH 130 TOLL, Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 2.981, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)