Bridge Statistics for Lockhart, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21900-1909
- 11910-1919
- 31930-1939
- 31940-1949
- 61950-1959
- 11980-1989
- 101990-1999
- 52000-2009
- 582010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 51990-1999
- 12000-2009
- Bridge Condition - Deck
- 18.8%Very good
- 75.0%Good
- 4.2%Satisfactory
- 2.1%Fair
- Bridge Condition - Superstructure
- 45.8%Very good
- 37.5%Good
- 14.6%Satisfactory
- 2.1%Fair
- Bridge Condition - Substructure
- 6.3%Very good
- 75.0%Good
- 10.4%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 11.5%Very good
- 36.5%Good
- 38.5%Satisfactory
- 9.6%Fair
- 3.8%Poor
- Bridge Condition - Culverts
- 88.0%Good
- 8.0%Satisfactory
- 4.0%Poor
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Structure Number: 140280002903009, Location: 3.4 MI W OF US 183 (Lat: 29.668436, Lng: -97.700375), Route carried "on" structure: US 90, Year Built: 1933, Year Reconstructed: 1989, Status: Open, Structure Length: 18.71m (61.38ft), Average Daily Traffic: 1,667 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,840 (year 2033), Design Load: HS 20, Features Intersected: SAN MARCOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 13, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280002903009, Location: 3.4 MI W OF US 183 (Lat: 29.668436, Lng: -97.700375), Route carried "on" structure: US 90, Year Built: 1933, Year Reconstructed: 1989, Status: Open, Structure Length: 18.71m (61.38ft), Average Daily Traffic: 1,667 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,840 (year 2033), Design Load: HS 20, Features Intersected: SAN MARCOS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 13, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280011502012, Location: 5.3 MI SW OF US 183 (Lat: 29.819675, Lng: -97.732864), Route carried "on" structure: State highway 20, Year Built: 1955, Year Reconstructed: 1990, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,453 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,780 (year 2033), Features Intersected: WEST FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.915, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280011502012, Location: 5.3 MI SW OF US 183 (Lat: 29.819675, Lng: -97.732864), Route carried "on" structure: State highway 20, Year Built: 1955, Year Reconstructed: 1990, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,453 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,780 (year 2033), Features Intersected: WEST FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.915, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14028001150202, Location: 2.3 MI SW OF US 183 (Lat: 29.854556, Lng: -97.702278), Route carried "on" structure: State highway 20, Year Built: 1990, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,453 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,733 (year 2039), Design Load: HS 20, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14028001150202, Location: 2.3 MI SW OF US 183 (Lat: 29.854556, Lng: -97.702278), Route carried "on" structure: State highway 20, Year Built: 1990, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,453 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,733 (year 2039), Design Load: HS 20, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280011503007, Location: 2.7 MI N OF US 183 (Lat: 29.874783, Lng: -97.624342), Route carried "on" structure: State highway 20, Year Built: 1947, Year Reconstructed: 1992, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 8,503 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,140 (year 2033), Design Load: H 15, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.348, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 36, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.48m (100.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $102,000, Total Project Cost: $510,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280011503007, Location: 2.7 MI N OF US 183 (Lat: 29.874783, Lng: -97.624342), Route carried "on" structure: State highway 20, Year Built: 1947, Year Reconstructed: 1992, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 8,503 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,140 (year 2033), Design Load: H 15, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.348, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 36, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.48m (100.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $102,000, Total Project Cost: $510,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280011503014, Location: 2.6 MI SW OF FM 1854 (Lat: 29.893375, Lng: -97.588622), Route carried "on" structure: State highway 20, Year Built: 1956, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,159 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,150 (year 2033), Features Intersected: LINSCOMB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.396, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280011503014, Location: 2.6 MI SW OF FM 1854 (Lat: 29.893375, Lng: -97.588622), Route carried "on" structure: State highway 20, Year Built: 1956, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,159 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,150 (year 2033), Features Intersected: LINSCOMB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.396, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280015202072, Location: 0.2 MI N OF SH 142 (Lat: 29.887467, Lng: -97.670839), Route carried "on" structure: US 183, Year Built: 2008, Status: Open, Structure Length: 27.46m (90.09ft), Average Daily Traffic: 19,326 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 27,112 (year 2039), Design Load: HL 93, Features Intersected: TOWN CREEK/UPRR/CEMETERY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.991, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 7, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 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: Meets minimum limits, Underclear: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 140280015202072, Location: 0.2 MI N OF SH 142 (Lat: 29.887467, Lng: -97.670839), Route carried "on" structure: US 183, Year Built: 2008, Status: Open, Structure Length: 27.46m (90.09ft), Average Daily Traffic: 19,326 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 27,112 (year 2039), Design Load: HL 93, Features Intersected: TOWN CREEK/UPRR/CEMETERY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.991, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 7, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 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: Meets minimum limits, Underclear: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 140280015202073, Location: US 183 / SH 130 INTCHNG (Lat: 29.915181, Lng: -97.679658), Route carried "on" structure: ServiceState highway 130, Year Built: 2012, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 547 (year 2012), Truck Traffic: 15%, Average Future Daily Traffic: 1,473 (year 2030), Design Load: HL 93, Features Intersected: US 183/SH 130 NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.949, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280015202073, Location: US 183 / SH 130 INTCHNG (Lat: 29.915181, Lng: -97.679658), Route carried "on" structure: ServiceState highway 130, Year Built: 2012, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 547 (year 2012), Truck Traffic: 15%, Average Future Daily Traffic: 1,473 (year 2030), Design Load: HL 93, Features Intersected: US 183/SH 130 NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.949, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280015202074, Location: US 183/SH 130 INTERCH (Lat: 29.913942, Lng: -97.680961), Route carried "on" structure: ServiceState highway 130, Year Built: 2012, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 547 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 1,473 (year 2030), Design Load: HL 93, Features Intersected: US 183 SB ON RAMP
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 107.200, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280015202074, Location: US 183/SH 130 INTERCH (Lat: 29.913942, Lng: -97.680961), Route carried "on" structure: ServiceState highway 130, Year Built: 2012, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 547 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 1,473 (year 2030), Design Load: HL 93, Features Intersected: US 183 SB ON RAMP
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 107.200, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280015202075, Location: US 183 / SH 130 INTERCH (Lat: 29.914600, Lng: -97.680908), Route carried "on" structure: Other road 130, Year Built: 2012, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 17,846 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 45,384 (year 2030), Design Load: HL 93, Features Intersected: US 183 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.047, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280015202075, Location: US 183 / SH 130 INTERCH (Lat: 29.914600, Lng: -97.680908), Route carried "on" structure: Other road 130, Year Built: 2012, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 17,846 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 45,384 (year 2030), Design Load: HL 93, Features Intersected: US 183 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.047, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280015202076, Location: US 183 / SH 130 INTERCH (Lat: 29.916483, Lng: -97.680006), Route carried "on" structure: Other road 130, Year Built: 2012, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 17,263 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 43,861 (year 2030), Design Load: HL 93, Features Intersected: US 183 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.893, Lanes on structure: 2, Lanes under structure: 2, Toll: Toll bridge is a segment, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280015202076, Location: US 183 / SH 130 INTERCH (Lat: 29.916483, Lng: -97.680006), Route carried "on" structure: Other road 130, Year Built: 2012, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 17,263 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 43,861 (year 2030), Design Load: HL 93, Features Intersected: US 183 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.893, Lanes on structure: 2, Lanes under structure: 2, Toll: Toll bridge is a segment, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280015202077, Location: US 183 / SH 130 INTERCH (Lat: 29.913758, Lng: -97.680481), Route carried "on" structure: Ramp US 183, Year Built: 2012, Status: Open, Structure Length: 19.11m (62.70ft), Average Daily Traffic: 2,398 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 6,446 (year 2030), Design Load: HL 93, Features Intersected: SH 130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.272, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280015202077, Location: US 183 / SH 130 INTERCH (Lat: 29.913758, Lng: -97.680481), Route carried "on" structure: Ramp US 183, Year Built: 2012, Status: Open, Structure Length: 19.11m (62.70ft), Average Daily Traffic: 2,398 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 6,446 (year 2030), Design Load: HL 93, Features Intersected: SH 130
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.272, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280015203029, Location: 0.95 MI S OF FM 20 W (Lat: 29.857800, Lng: -97.668283), Route carried "on" structure: US 183, Year Built: 1948, Year Reconstructed: 2012, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20,803 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29,122 (year 2039), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.600, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: January 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 140280015203029, Location: 0.95 MI S OF FM 20 W (Lat: 29.857800, Lng: -97.668283), Route carried "on" structure: US 183, Year Built: 1948, Year Reconstructed: 2012, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20,803 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29,122 (year 2039), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.600, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: January 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
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Structure Number: 140280015203078, Location: 4.0 MI S OF SH 142 (Lat: 29.826703, Lng: -97.672164), Route carried "on" structure: US 183, Year Built: 2017, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 20,803 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29,122 (year 2039), Design Load: HL 93, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.307, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 140280015203078, Location: 4.0 MI S OF SH 142 (Lat: 29.826703, Lng: -97.672164), Route carried "on" structure: US 183, Year Built: 2017, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 20,803 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29,122 (year 2039), Design Load: HL 93, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.307, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 140280038401021, Location: 3.4 MI W OF US 183 (Lat: 29.884747, Lng: -97.728231), Route carried "on" structure: State highway 142, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,406 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,420 (year 2033), Design Load: HS 20, Features Intersected: BOGGY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.392, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280038401021, Location: 3.4 MI W OF US 183 (Lat: 29.884747, Lng: -97.728231), Route carried "on" structure: State highway 142, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,406 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,420 (year 2033), Design Load: HS 20, Features Intersected: BOGGY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.392, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280038401024, Location: 4.4 MI W OF US 183 (Lat: 29.884042, Lng: -97.743353), Route carried "on" structure: State highway 142, Year Built: 2002, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 4,406 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,420 (year 2033), Design Load: HS 20, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.791, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 140280038401024, Location: 4.4 MI W OF US 183 (Lat: 29.884042, Lng: -97.743353), Route carried "on" structure: State highway 142, Year Built: 2002, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 4,406 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,420 (year 2033), Design Load: HS 20, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.791, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 14028003840401, Location: 4.2 MI NE OF US 183 (Lat: 29.920264, Lng: -97.614253), Route carried "on" structure: State highway 672, Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,478 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,940 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.151, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14028003840401, Location: 4.2 MI NE OF US 183 (Lat: 29.920264, Lng: -97.614253), Route carried "on" structure: State highway 672, Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,478 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,940 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.151, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280038404017, Location: 1.1 MI E OF US 183 (Lat: 29.896067, Lng: -97.655139), Route carried "on" structure: State highway 672, Year Built: 1995, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,478 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,940 (year 2033), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280038404017, Location: 1.1 MI E OF US 183 (Lat: 29.896067, Lng: -97.655139), Route carried "on" structure: State highway 672, Year Built: 1995, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,478 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,940 (year 2033), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280038404018, Location: 2.2 MI E OF US 183 (Lat: 29.904089, Lng: -97.640533), Route carried "on" structure: State highway 672, Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,478 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,940 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.801, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280038404018, Location: 2.2 MI E OF US 183 (Lat: 29.904089, Lng: -97.640533), Route carried "on" structure: State highway 672, Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,478 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,940 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.801, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280038404019, Location: 2.3 MI E OF US 183 (Lat: 29.904503, Lng: -97.639750), Route carried "on" structure: State highway 672, Year Built: 1995, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,478 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,940 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280038404019, Location: 2.3 MI E OF US 183 (Lat: 29.904503, Lng: -97.639750), Route carried "on" structure: State highway 672, Year Built: 1995, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,478 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,940 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280057501001, Location: 0.4 MI S OF FM 20 (Lat: 29.852583, Lng: -97.696925), Route carried "on" structure: State highway 10, Year Built: 1939, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 169 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 203 (year 2039), Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280057501001, Location: 0.4 MI S OF FM 20 (Lat: 29.852583, Lng: -97.696925), Route carried "on" structure: State highway 10, Year Built: 1939, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 169 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 203 (year 2039), Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280080503005, Location: 3.3 MI W OF FM 86 (Lat: 29.857606, Lng: -97.580553), Route carried "on" structure: State highway 713, Year Built: 1953, Year Reconstructed: 1996, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,207 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 2,480 (year 2033), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280080503005, Location: 3.3 MI W OF FM 86 (Lat: 29.857606, Lng: -97.580553), Route carried "on" structure: State highway 713, Year Built: 1953, Year Reconstructed: 1996, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,207 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 2,480 (year 2033), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280198401001, Location: 1.2 MI E OF US 183 (Lat: 29.954606, Lng: -97.654578), Route carried "on" structure: State highway 1185, Year Built: 1955, Year Reconstructed: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,476 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 2,270 (year 2033), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Very 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280198401001, Location: 1.2 MI E OF US 183 (Lat: 29.954606, Lng: -97.654578), Route carried "on" structure: State highway 1185, Year Built: 1955, Year Reconstructed: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,476 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 2,270 (year 2033), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Very 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280198401002, Location: 1.1 MI E OF US 183 (Lat: 29.954300, Lng: -97.656072), Route carried "on" structure: State highway 1185, Year Built: 1955, Year Reconstructed: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,476 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 2,270 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.642, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 140280198401002, Location: 1.1 MI E OF US 183 (Lat: 29.954300, Lng: -97.656072), Route carried "on" structure: State highway 1185, Year Built: 1955, Year Reconstructed: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,476 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 2,270 (year 2033), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.642, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 140280358301001, Location: 2.0 MI S OF FM 1185 (Lat: 29.922556, Lng: -97.675994), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 6,845 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 17,851 (year 2030), Design Load: HL 93, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.834, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301001, Location: 2.0 MI S OF FM 1185 (Lat: 29.922556, Lng: -97.675994), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 6,845 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 17,851 (year 2030), Design Load: HL 93, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.834, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301002, Location: 2.0 MI S OF FM 1185 (Lat: 29.922594, Lng: -97.676447), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 17,846 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 45,384 (year 2030), Design Load: HL 93, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.800, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301002, Location: 2.0 MI S OF FM 1185 (Lat: 29.922594, Lng: -97.676447), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 17,846 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 45,384 (year 2030), Design Load: HL 93, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.800, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301003, Location: 2.0 MI S OF FM 1185 (Lat: 29.925592, Lng: -97.676408), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 17,263 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 43,861 (year 2030), Design Load: HL 93, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.800, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301003, Location: 2.0 MI S OF FM 1185 (Lat: 29.925592, Lng: -97.676408), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 17,263 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 43,861 (year 2030), Design Load: HL 93, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.800, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301004, Location: 2.0 MI S OF FM 1185 (Lat: 29.925706, Lng: -97.677106), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 7,538 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 19,704 (year 2030), Design Load: HL 93, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.774, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301004, Location: 2.0 MI S OF FM 1185 (Lat: 29.925706, Lng: -97.677106), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 7,538 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 19,704 (year 2030), Design Load: HL 93, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.774, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301005, Location: 0.40 MI N OF SH 142 (Lat: 29.888147, Lng: -97.712617), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 180 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 250 (year 2033), Design Load: HL 93, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.441, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301005, Location: 0.40 MI N OF SH 142 (Lat: 29.888147, Lng: -97.712617), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 180 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 250 (year 2033), Design Load: HL 93, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.441, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301006, Location: 0.4 MI N OF SH 142 (Lat: 29.888086, Lng: -97.713156), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 17,417 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 44,232 (year 2030), Design Load: HL 93, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.439, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301006, Location: 0.4 MI N OF SH 142 (Lat: 29.888086, Lng: -97.713156), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 17,417 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 44,232 (year 2030), Design Load: HL 93, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.439, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301007, Location: 0.40 MI N OF SH 142 (Lat: 29.888697, Lng: -97.713719), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 17,502 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 44,504 (year 2030), Design Load: HL 93, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.439, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301007, Location: 0.40 MI N OF SH 142 (Lat: 29.888697, Lng: -97.713719), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 17,502 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 44,504 (year 2030), Design Load: HL 93, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.439, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301008, Location: 0.4 MI N OF SH 142 (Lat: 29.888619, Lng: -97.714261), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 210 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 290 (year 2033), Design Load: HL 93, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.444, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301008, Location: 0.4 MI N OF SH 142 (Lat: 29.888619, Lng: -97.714261), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 210 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 290 (year 2033), Design Load: HL 93, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.444, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301009, Location: 1.7 MI S OF SH 142 (Lat: 29.858089, Lng: -97.710225), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 27.10m (88.91ft), Average Daily Traffic: 8,470 (year 2013), Average Future Daily Traffic: 11,850 (year 2033), Design Load: HL 93, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.819, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable 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: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301009, Location: 1.7 MI S OF SH 142 (Lat: 29.858089, Lng: -97.710225), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 27.10m (88.91ft), Average Daily Traffic: 8,470 (year 2013), Average Future Daily Traffic: 11,850 (year 2033), Design Load: HL 93, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.819, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable 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: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 14028035830101, Location: 1.7 MI S OF SH 142 (Lat: 29.858403, Lng: -97.710561), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 27.10m (88.91ft), Average Daily Traffic: 11,029 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 27,641 (year 2030), Design Load: HL 93, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.749, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 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 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 14028035830101, Location: 1.7 MI S OF SH 142 (Lat: 29.858403, Lng: -97.710561), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 27.10m (88.91ft), Average Daily Traffic: 11,029 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 27,641 (year 2030), Design Load: HL 93, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.749, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 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 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301011, Location: 1.7 MI S OF SH 142 (Lat: 29.860736, Lng: -97.709475), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 27.10m (88.91ft), Average Daily Traffic: 10,504 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 26,280 (year 2030), Design Load: HL 93, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.741, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: 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 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301011, Location: 1.7 MI S OF SH 142 (Lat: 29.860736, Lng: -97.709475), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 27.10m (88.91ft), Average Daily Traffic: 10,504 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 26,280 (year 2030), Design Load: HL 93, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.741, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: 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 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301012, Location: 1.7 MI S OF SH 142 (Lat: 29.861142, Lng: -97.709664), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 27.10m (88.91ft), Average Daily Traffic: 210 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 290 (year 2033), Design Load: HL 93, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.672, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable 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: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301012, Location: 1.7 MI S OF SH 142 (Lat: 29.861142, Lng: -97.709664), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 27.10m (88.91ft), Average Daily Traffic: 210 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 290 (year 2033), Design Load: HL 93, Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.672, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable 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: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301042, Location: 3.6 MI S OF SH 142 (Lat: 29.852964, Lng: -97.721014), Route carried "on" structure: County highway 217, Year Built: 2012, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 6,133 (year 2010), Average Future Daily Traffic: 16,355 (year 2030), Design Load: HL 93, Features Intersected: SH 130 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301042, Location: 3.6 MI S OF SH 142 (Lat: 29.852964, Lng: -97.721014), Route carried "on" structure: County highway 217, Year Built: 2012, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 6,133 (year 2010), Average Future Daily Traffic: 16,355 (year 2030), Design Load: HL 93, Features Intersected: SH 130 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301044, Location: 5.4 MI S OF SH 21 (Lat: 29.951008, Lng: -97.673806), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 17,845 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 45,384 (year 2030), Design Load: HL 93, Features Intersected: FM 1185
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.798, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301044, Location: 5.4 MI S OF SH 21 (Lat: 29.951008, Lng: -97.673806), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 17,845 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 45,384 (year 2030), Design Load: HL 93, Features Intersected: FM 1185
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.798, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301045, Location: 5.4 MI S OF SH 21 (Lat: 29.951606, Lng: -97.674617), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 17,256 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 43,860 (year 2030), Design Load: HL 93, Features Intersected: FM 1185
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.797, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301045, Location: 5.4 MI S OF SH 21 (Lat: 29.951606, Lng: -97.674617), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 17,256 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 43,860 (year 2030), Design Load: HL 93, Features Intersected: FM 1185
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.797, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301046, Location: 1.5 MI S OF FM 1185 (Lat: 29.929997, Lng: -97.675586), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 1,025 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 2,685 (year 2030), Design Load: HL 93, Features Intersected: SH 130 ML, Facility Carried by Structure: PLUM CREEK T/A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.303, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 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: 39.6m (129.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301046, Location: 1.5 MI S OF FM 1185 (Lat: 29.929997, Lng: -97.675586), Route carried "on" structure: ServiceState highway 130, Year Built: 2011, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 1,025 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 2,685 (year 2030), Design Load: HL 93, Features Intersected: SH 130 ML, Facility Carried by Structure: PLUM CREEK T/A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.303, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 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: 39.6m (129.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 140280358301047, Location: 1.7 MI SW OF US 183 (Lat: 29.900094, Lng: -97.702469), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 18,351 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 46,745 (year 2030), Design Load: HL 93, Features Intersected: FM 2001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.625, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 140280358301047, Location: 1.7 MI SW OF US 183 (Lat: 29.900094, Lng: -97.702469), Route carried "on" structure: Other road 130, Year Built: 2011, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 18,351 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 46,745 (year 2030), Design Load: HL 93, Features Intersected: FM 2001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.625, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels