Bridge Statistics for Luling, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31920-1929
- 111930-1939
- 11950-1959
- 91960-1969
- 201970-1979
- 71990-1999
- 162000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 41950-1959
- 31960-1969
- 01970-1979
- 21980-1989
- 11990-1999
- Bridge Condition - Deck
- 13.3%Very good
- 64.4%Good
- 22.2%Satisfactory
- Bridge Condition - Superstructure
- 40.0%Very good
- 37.8%Good
- 20.0%Satisfactory
- 2.2%Fair
- Bridge Condition - Substructure
- 8.9%Very good
- 57.8%Good
- 28.9%Satisfactory
- 4.4%Fair
- Bridge Condition - Channel
- 8.5%Very good
- 47.5%Good
- 35.6%Satisfactory
- 8.5%Fair
- Bridge Condition - Culverts
- 55.0%Good
- 30.0%Satisfactory
- 15.0%Fair
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Structure Number: 140280AA0228502, Location: 0.90 MI E OF US 183 (Lat: 29.760503, Lng: -97.644928), Route carried "on" structure: County highway 127, Year Built: 2015, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 55 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 80 (year 2035), Design Load: HL 93, Features Intersected: TRIB 3 W FK PLUM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very 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 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280AA0228502, Location: 0.90 MI E OF US 183 (Lat: 29.760503, Lng: -97.644928), Route carried "on" structure: County highway 127, Year Built: 2015, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 55 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 80 (year 2035), Design Load: HL 93, Features Intersected: TRIB 3 W FK PLUM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very 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 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280AA0230001, Location: 1.30 MI E OF FM 86 (Lat: 29.718542, Lng: -97.613272), Route carried "on" structure: County highway 130, Year Built: 1992, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 70 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2027), Design Load: HS 20, Features Intersected: W FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280AA0230001, Location: 1.30 MI E OF FM 86 (Lat: 29.718542, Lng: -97.613272), Route carried "on" structure: County highway 130, Year Built: 1992, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 70 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2027), Design Load: HS 20, Features Intersected: W FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280AA0230003, Location: 2.10 MI E OF FM 86 (Lat: 29.718372, Lng: -97.600031), Route carried "on" structure: County highway 130, Year Built: 1992, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 110 (year 2027), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280AA0230003, Location: 2.10 MI E OF FM 86 (Lat: 29.718372, Lng: -97.600031), Route carried "on" structure: County highway 130, Year Built: 1992, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 110 (year 2027), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280AA0232001, Location: 0.90 MI W OF FM 1322 (Lat: 29.699492, Lng: -97.603814), Route carried "on" structure: County highway 131, Year Built: 1999, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 65 (year 2030), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 140280AA0232001, Location: 0.90 MI W OF FM 1322 (Lat: 29.699492, Lng: -97.603814), Route carried "on" structure: County highway 131, Year Built: 1999, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 65 (year 2030), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 140280AA0236001, Location: 0.10 MI NE OF US 183 (Lat: 29.657044, Lng: -97.602019), Route carried "on" structure: County highway 135, Year Built: 2001, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 50 (year 2027), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, 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: 140280AA0236001, Location: 0.10 MI NE OF US 183 (Lat: 29.657044, Lng: -97.602019), Route carried "on" structure: County highway 135, Year Built: 2001, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 50 (year 2027), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, 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: 140280AA0242001, Location: 3.10 MI N OF CR 242 (Lat: 29.723908, Lng: -97.616108), Route carried "on" structure: County highway 128, Year Built: 1997, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 190 (year 2010), Average Future Daily Traffic: 250 (year 2027), Design Load: HS 20, Features Intersected: WEST FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 140280AA0242001, Location: 3.10 MI N OF CR 242 (Lat: 29.723908, Lng: -97.616108), Route carried "on" structure: County highway 128, Year Built: 1997, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 190 (year 2010), Average Future Daily Traffic: 250 (year 2027), Design Load: HS 20, Features Intersected: WEST FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 140280AA0258001, Location: 0.80 MI SE OF FM 671 (Lat: 29.739567, Lng: -97.696119), Route carried "on" structure: County highway 115, Year Built: 1921, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 241 (year 2020), Average Future Daily Traffic: 200 (year 2031), Features Intersected: SEALS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280AA0258001, Location: 0.80 MI SE OF FM 671 (Lat: 29.739567, Lng: -97.696119), Route carried "on" structure: County highway 115, Year Built: 1921, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 241 (year 2020), Average Future Daily Traffic: 200 (year 2031), Features Intersected: SEALS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Total Project Cost: $34,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280AA0280001, Location: 1.70 MI W OF SH 80 (Lat: 29.692556, Lng: -97.683308), Route carried "on" structure: County highway 122, Year Built: 1938, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 120 (year 2010), Average Future Daily Traffic: 155 (year 2027), Features Intersected: SEALS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280AA0280001, Location: 1.70 MI W OF SH 80 (Lat: 29.692556, Lng: -97.683308), Route carried "on" structure: County highway 122, Year Built: 1938, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 120 (year 2010), Average Future Daily Traffic: 155 (year 2027), Features Intersected: SEALS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280C00400002, Location: 0.37 MI NW OF MYRTLE AVE (Lat: 29.687256, Lng: -97.639783), Route carried "on" structure: City street 128, Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2040), Features Intersected: SALT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 140280C00400002, Location: 0.37 MI NW OF MYRTLE AVE (Lat: 29.687256, Lng: -97.639783), Route carried "on" structure: City street 128, Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2040), Features Intersected: SALT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 140280C00471501, Location: 0.30 MI N OF SH 80 (Lat: 29.687228, Lng: -97.650592), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 200 (year 2015), Average Future Daily Traffic: 300 (year 2035), Design Load: HL 93, Features Intersected: SALT BRANCH, Facility Carried by Structure: N WALNUT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280C00471501, Location: 0.30 MI N OF SH 80 (Lat: 29.687228, Lng: -97.650592), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 200 (year 2015), Average Future Daily Traffic: 300 (year 2035), Design Load: HL 93, Features Intersected: SALT BRANCH, Facility Carried by Structure: N WALNUT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950002902008, Location: 0.20 MI W OF CALDWELL C/L (Lat: 29.668308, Lng: -97.700517), Route carried "on" structure: US 90, Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 27.80m (91.21ft), Average Daily Traffic: 1,667 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,840 (year 2033), Features Intersected: SAN MARCOS RIVER W REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950002902008, Location: 0.20 MI W OF CALDWELL C/L (Lat: 29.668308, Lng: -97.700517), Route carried "on" structure: US 90, Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 27.80m (91.21ft), Average Daily Traffic: 1,667 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,840 (year 2033), Features Intersected: SAN MARCOS RIVER W REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950028702003, Location: 0.20 MI N OF GONZALES C/L (Lat: 29.612208, Lng: -97.665256), Route carried "on" structure: State highway 80, Year Built: 1933, Year Reconstructed: 1972, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,244 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 4,170 (year 2033), Design Load: H 15, Features Intersected: HIGHSMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.813, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950028702003, Location: 0.20 MI N OF GONZALES C/L (Lat: 29.612208, Lng: -97.665256), Route carried "on" structure: State highway 80, Year Built: 1933, Year Reconstructed: 1972, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,244 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 4,170 (year 2033), Design Load: H 15, Features Intersected: HIGHSMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.813, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950028702015, Location: 0.50 MI S OF CALDWELL C/L (Lat: 29.658697, Lng: -97.656561), Route carried "on" structure: State highway 80, Year Built: 1939, Year Reconstructed: 1973, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 4,143 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,210 (year 2033), Design Load: H 15, Features Intersected: LOW SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950028702015, Location: 0.50 MI S OF CALDWELL C/L (Lat: 29.658697, Lng: -97.656561), Route carried "on" structure: State highway 80, Year Built: 1939, Year Reconstructed: 1973, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 4,143 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,210 (year 2033), Design Load: H 15, Features Intersected: LOW SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950028702017, Location: 0.30 MI S OF CALDWELL C/L (Lat: 29.661789, Lng: -97.654928), Route carried "on" structure: State highway 80, Year Built: 1970, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 4,143 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,210 (year 2033), Design Load: H 20, Features Intersected: SAN MARCOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 20, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950028702017, Location: 0.30 MI S OF CALDWELL C/L (Lat: 29.661789, Lng: -97.654928), Route carried "on" structure: State highway 80, Year Built: 1970, Status: Open, Structure Length: 16.15m (52.99ft), Average Daily Traffic: 4,143 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,210 (year 2033), Design Load: H 20, Features Intersected: SAN MARCOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 20, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950053502121, Location: 1.10 MI E OF SH 80 (Lat: 29.649861, Lng: -97.641642), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 32.00m (104.99ft), Average Daily Traffic: 14,688 (year 2019), Truck Traffic: 38%, Average Future Daily Traffic: 16,330 (year 2033), Design Load: HS 20, Features Intersected: SAN MARCOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.393, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950053502121, Location: 1.10 MI E OF SH 80 (Lat: 29.649861, Lng: -97.641642), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 32.00m (104.99ft), Average Daily Traffic: 14,688 (year 2019), Truck Traffic: 38%, Average Future Daily Traffic: 16,330 (year 2033), Design Load: HS 20, Features Intersected: SAN MARCOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.393, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950053502122, Location: 1.10 MI E OF SH 80 (Lat: 29.649767, Lng: -97.641636), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 32.00m (104.99ft), Average Daily Traffic: 15,879 (year 2019), Truck Traffic: 38%, Average Future Daily Traffic: 16,330 (year 2033), Design Load: HS 20, Features Intersected: SAN MARCOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.364, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950053502122, Location: 1.10 MI E OF SH 80 (Lat: 29.649767, Lng: -97.641636), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 32.00m (104.99ft), Average Daily Traffic: 15,879 (year 2019), Truck Traffic: 38%, Average Future Daily Traffic: 16,330 (year 2033), Design Load: HS 20, Features Intersected: SAN MARCOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.364, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950053502135, Location: 3.00 MI W OF SH 80 (Lat: 29.641692, Lng: -97.709431), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30,970 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 32,520 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.062, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 150950053502135, Location: 3.00 MI W OF SH 80 (Lat: 29.641692, Lng: -97.709431), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 30,970 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 32,520 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.062, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 150950053502136, Location: 2.60 MI W OF SH 80 (Lat: 29.643686, Lng: -97.701986), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 30,970 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 32,520 (year 2033), Design Load: HS 20, Features Intersected: EAST FORK SMITH CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.548, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 150950053502136, Location: 2.60 MI W OF SH 80 (Lat: 29.643686, Lng: -97.701986), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 30,970 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 32,520 (year 2033), Design Load: HS 20, Features Intersected: EAST FORK SMITH CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.548, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 150950053502137, Location: 2.30 MI W OF SH 80 (Lat: 29.644897, Lng: -97.697608), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 140 (year 2010), Average Future Daily Traffic: 20 (year 2030), Design Load: H 20, Features Intersected: IH 10, Facility Carried by Structure: DARST FIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950053502137, Location: 2.30 MI W OF SH 80 (Lat: 29.644897, Lng: -97.697608), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 140 (year 2010), Average Future Daily Traffic: 20 (year 2030), Design Load: H 20, Features Intersected: IH 10, Facility Carried by Structure: DARST FIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950053502138, Location: 1.40 MI W OF SH 80 (Lat: 29.648739, Lng: -97.683644), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 18,215 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 16,260 (year 2033), Features Intersected: WEBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.521, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950053502138, Location: 1.40 MI W OF SH 80 (Lat: 29.648739, Lng: -97.683644), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 18,215 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 16,260 (year 2033), Features Intersected: WEBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.521, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950053502139, Location: 1.40 MI W OF SH 80 (Lat: 29.648656, Lng: -97.683617), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 16,090 (year 2019), Truck Traffic: 38%, Average Future Daily Traffic: 16,260 (year 2033), Features Intersected: WEBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.521, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150950053502139, Location: 1.40 MI W OF SH 80 (Lat: 29.648656, Lng: -97.683617), Route carried "on" structure: Interstate 10, Year Built: 1970, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 16,090 (year 2019), Truck Traffic: 38%, Average Future Daily Traffic: 16,260 (year 2033), Features Intersected: WEBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.521, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15095005350214, Location: 1.75 MI W OF CALDWELL C/L (Lat: 29.651178, Lng: -97.660203), Route carried "on" structure: State highway 80, Year Built: 1970, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 5,150 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 7,210 (year 2033), Design Load: H 20, Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.355, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15095005350214, Location: 1.75 MI W OF CALDWELL C/L (Lat: 29.651178, Lng: -97.660203), Route carried "on" structure: State highway 80, Year Built: 1970, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 5,150 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 7,210 (year 2033), Design Load: H 20, Features Intersected: IH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.355, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150950AA0300001, Location: 1.10 MI N OF US 90 (Lat: 29.669531, Lng: -97.727511), Route carried "on" structure: County highway 237, Year Built: 2007, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 240 (year 2010), Average Future Daily Traffic: 310 (year 2030), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: GANDER SLOUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.725, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150950AA0300001, Location: 1.10 MI N OF US 90 (Lat: 29.669531, Lng: -97.727511), Route carried "on" structure: County highway 237, Year Built: 2007, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 240 (year 2010), Average Future Daily Traffic: 310 (year 2030), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: GANDER SLOUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.725, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130900053504082, Location: 0.55 MI E OF CALDWEL C/L (Lat: 29.652844, Lng: -97.545228), Route carried "under" structure: ServiceOther road 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 40 (year 2011), Features Intersected: SERVICE ROAD
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 130900053504082, Location: 0.55 MI E OF CALDWEL C/L (Lat: 29.652844, Lng: -97.545228), Route carried "under" structure: ServiceOther road 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 40 (year 2011), Features Intersected: SERVICE ROAD
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 130900053504083, Location: 0.55 MI E OF CALDWEL C/L (Lat: 29.652664, Lng: -97.545228), Route carried "under" structure: ServiceOther road 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 40 (year 2011), Features Intersected: SERVICE ROAD
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 130900053504083, Location: 0.55 MI E OF CALDWEL C/L (Lat: 29.652664, Lng: -97.545228), Route carried "under" structure: ServiceOther road 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 40 (year 2011), Features Intersected: SERVICE ROAD
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 140280002903029, Location: 3.2 MI E OF US 183, Route carried "under" structure: County highway 236, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 50 (year 2013), Features Intersected: PLUM CREEK, Facility Carried by Structure: US 90 EB
Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 3.058, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 3.058, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 14028000290303, Location: 3.2 MI E OF US 183, Route carried "under" structure: County highway 236, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 50 (year 2013), Features Intersected: PLUM CREEK, Facility Carried by Structure: US 90 WB
Minimum Vertical Clearance: 3.86m (12.66ft), Kilometerpoint: 3.058, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Minimum Vertical Clearance: 3.86m (12.66ft), Kilometerpoint: 3.058, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 14028005350318, Location: 3.7 MI SE OF SH 80 (Lat: 29.652644, Lng: -97.592856), Route carried "under" structure: US 90, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 29,080 (year 2013), Truck Traffic: 24%, Features Intersected: US 183, Facility Carried by Structure: IH 10 WB ML
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 11.946, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 14028005350318, Location: 3.7 MI SE OF SH 80 (Lat: 29.652644, Lng: -97.592856), Route carried "under" structure: US 90, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 29,080 (year 2013), Truck Traffic: 24%, Features Intersected: US 183, Facility Carried by Structure: IH 10 WB ML
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 11.946, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 140280053503181, Location: 3.7 MI SE OF SH 80 (Lat: 29.652281, Lng: -97.592303), Route carried "under" structure: US 90, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,200 (year 2011), Truck Traffic: 6%, Features Intersected: US 183, Facility Carried by Structure: IH 10 EB ML
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 11.945, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 140280053503181, Location: 3.7 MI SE OF SH 80 (Lat: 29.652281, Lng: -97.592303), Route carried "under" structure: US 90, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,200 (year 2011), Truck Traffic: 6%, Features Intersected: US 183, Facility Carried by Structure: IH 10 EB ML
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 11.945, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 150950053502137, Location: 2.30 MI W OF SH 80 (Lat: 29.644897, Lng: -97.697608), Route carried "under" structure: Interstate 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 23,230 (year 2013), Truck Traffic: 38%, Features Intersected: IH 10, Facility Carried by Structure: DARST FIELD RD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 50.973, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 150950053502137, Location: 2.30 MI W OF SH 80 (Lat: 29.644897, Lng: -97.697608), Route carried "under" structure: Interstate 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 23,230 (year 2013), Truck Traffic: 38%, Features Intersected: IH 10, Facility Carried by Structure: DARST FIELD RD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 50.973, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 15095005350214, Location: 1.75 MI W OF CALDWELL C/L (Lat: 29.651178, Lng: -97.660203), Route carried "under" structure: Interstate 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 23,230 (year 2013), Truck Traffic: 38%, Features Intersected: IH 10, Facility Carried by Structure: SH 80
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 54.708, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 15095005350214, Location: 1.75 MI W OF CALDWELL C/L (Lat: 29.651178, Lng: -97.660203), Route carried "under" structure: Interstate 10, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 23,230 (year 2013), Truck Traffic: 38%, Features Intersected: IH 10, Facility Carried by Structure: SH 80
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 54.708, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)