Bridge Statistics for Georgetown, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 222Number of bridges
- 4,869ft / 1,484mTotal length
- $1,232,000Total costs
- 3,400,534Total average daily traffic
- 538,254Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Georgetown
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 71930-1939
- 21940-1949
- 101950-1959
- 341960-1969
- 31970-1979
- 151980-1989
- 171990-1999
- 822000-2009
- 492010-2019
- Reconstructed bridges - Historical Statistics
- 31950-1959
- 21960-1969
- 21970-1979
- 81980-1989
- 121990-1999
- 112000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.6%Very good
- 72.6%Good
- 14.2%Satisfactory
- 2.7%Fair
- Bridge Condition - Superstructure
- 33.6%Very good
- 41.6%Good
- 20.4%Satisfactory
- 3.5%Fair
- 0.9%Poor
- Bridge Condition - Substructure
- 9.7%Very good
- 59.3%Good
- 24.8%Satisfactory
- 6.2%Fair
- Bridge Condition - Channel
- 13.2%Very good
- 55.3%Good
- 28.9%Satisfactory
- 1.9%Fair
- 0.6%Poor
- Bridge Condition - Culverts
- 74.0%Good
- 22.1%Satisfactory
- 3.9%Fair
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Structure Number: 142460001508224, Location: 1.30 MI N OF FM 972 (Lat: 30.741075, Lng: -97.637794), Route carried "on" structure: Interstate 35, Year Built: 1964, Year Reconstructed: 2002, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 79,246 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 124,656 (year 2039), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.549, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460001508224, Location: 1.30 MI N OF FM 972 (Lat: 30.741075, Lng: -97.637794), Route carried "on" structure: Interstate 35, Year Built: 1964, Year Reconstructed: 2002, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 79,246 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 124,656 (year 2039), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.549, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460001508227, Location: 0.90 MI N OF FM 972 (Lat: 30.735783, Lng: -97.640039), Route carried "on" structure: County highway 142, Year Built: 1964, Year Reconstructed: 2000, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 883 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,236 (year 2039), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142460001508227, Location: 0.90 MI N OF FM 972 (Lat: 30.735783, Lng: -97.640039), Route carried "on" structure: County highway 142, Year Built: 1964, Year Reconstructed: 2000, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 883 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,236 (year 2039), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142460001508228, Location: 0.15 MI S OF SEDBERRY RD (Lat: 30.733631, Lng: -97.639931), Route carried "on" structure: ServiceState highway 35, Year Built: 1964, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,146 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,604 (year 2039), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.678, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), 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: 142460001508228, Location: 0.15 MI S OF SEDBERRY RD (Lat: 30.733631, Lng: -97.639931), Route carried "on" structure: ServiceState highway 35, Year Built: 1964, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,146 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,604 (year 2039), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.678, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), 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: 142460001508229, Location: 0.55 MI N OF FM 972 (Lat: 30.730689, Lng: -97.641539), Route carried "on" structure: Interstate 35, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 88,214 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 123,500 (year 2039), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.329, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460001508229, Location: 0.55 MI N OF FM 972 (Lat: 30.730689, Lng: -97.641539), Route carried "on" structure: Interstate 35, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 88,214 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 123,500 (year 2039), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.329, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460001508231, Location: 1.60 MI N OF SH 195 (Lat: 30.723764, Lng: -97.644053), Route carried "on" structure: Interstate 35, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 89,724 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 125,614 (year 2039), Design Load: HS 20, Features Intersected: FM 972
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.510, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 142460001508231, Location: 1.60 MI N OF SH 195 (Lat: 30.723764, Lng: -97.644053), Route carried "on" structure: Interstate 35, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 89,724 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 125,614 (year 2039), Design Load: HS 20, Features Intersected: FM 972
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.510, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 142460001508234, Location: 0.30 MI N OF SH 195 (Lat: 30.705317, Lng: -97.650583), Route carried "on" structure: Interstate 35, Year Built: 1964, Year Reconstructed: 2005, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 44,862 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 62,807 (year 2039), Design Load: HS 20, Features Intersected: DRY BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.342, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460001508234, Location: 0.30 MI N OF SH 195 (Lat: 30.705317, Lng: -97.650583), Route carried "on" structure: Interstate 35, Year Built: 1964, Year Reconstructed: 2005, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 44,862 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 62,807 (year 2039), Design Load: HS 20, Features Intersected: DRY BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.342, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460001508235, Location: 0.30 MI N OF SH 195 (Lat: 30.705386, Lng: -97.650931), Route carried "on" structure: Interstate 35, Year Built: 1964, Year Reconstructed: 2005, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 44,862 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 62,807 (year 2039), Design Load: HS 20, Features Intersected: DRY BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.342, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.5m (90.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Bituminous
Structure Number: 142460001508235, Location: 0.30 MI N OF SH 195 (Lat: 30.705386, Lng: -97.650931), Route carried "on" structure: Interstate 35, Year Built: 1964, Year Reconstructed: 2005, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 44,862 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 62,807 (year 2039), Design Load: HS 20, Features Intersected: DRY BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.342, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.5m (90.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Bituminous
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Structure Number: 142460001508238, Location: 0.70 MI S OF SH 195 (Lat: 30.692111, Lng: -97.655997), Route carried "on" structure: Ramp Interstate 35, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 2,323 (year 2019), Average Future Daily Traffic: 3,252 (year 2039), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to 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: Bituminous
Structure Number: 142460001508238, Location: 0.70 MI S OF SH 195 (Lat: 30.692111, Lng: -97.655997), Route carried "on" structure: Ramp Interstate 35, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 2,323 (year 2019), Average Future Daily Traffic: 3,252 (year 2039), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to 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: Bituminous
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Structure Number: 142460001508239, Location: 0.70 MI S OF SH 195 (Lat: 30.691992, Lng: -97.655208), Route carried "on" structure: Ramp Interstate 35, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 15,952 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 22,333 (year 2039), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.753, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Bituminous
Structure Number: 142460001508239, Location: 0.70 MI S OF SH 195 (Lat: 30.691992, Lng: -97.655208), Route carried "on" structure: Ramp Interstate 35, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 15,952 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 22,333 (year 2039), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.753, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Bituminous
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Structure Number: 142460001508242, Location: 4.1 MI S OF SH 195 (Lat: 30.649972, Lng: -97.679539), Route carried "on" structure: State highway 2338, Year Built: 1965, Year Reconstructed: 1981, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 21,419 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 26,560 (year 2039), Design Load: H 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.607, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), 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: 142460001508242, Location: 4.1 MI S OF SH 195 (Lat: 30.649972, Lng: -97.679539), Route carried "on" structure: State highway 2338, Year Built: 1965, Year Reconstructed: 1981, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 21,419 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 26,560 (year 2039), Design Load: H 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.607, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), 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: 142460001508243, Location: 0.2 MI S OF FM 2338 (Lat: 30.645989, Lng: -97.683269), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 26.67m (87.50ft), Average Daily Traffic: 16,201 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 42,860 (year 2033), Design Load: HS 20, Features Intersected: NORTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.915, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460001508243, Location: 0.2 MI S OF FM 2338 (Lat: 30.645989, Lng: -97.683269), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 26.67m (87.50ft), Average Daily Traffic: 16,201 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 42,860 (year 2033), Design Load: HS 20, Features Intersected: NORTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.915, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460001508244, Location: 0.2 MI S OF FM 2338 (Lat: 30.646119, Lng: -97.683436), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 27.19m (89.21ft), Average Daily Traffic: 30,610 (year 2013), Truck Traffic: 29%, Average Future Daily Traffic: 42,860 (year 2033), Design Load: HS 20, Features Intersected: NORTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.911, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460001508244, Location: 0.2 MI S OF FM 2338 (Lat: 30.646119, Lng: -97.683436), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 27.19m (89.21ft), Average Daily Traffic: 30,610 (year 2013), Truck Traffic: 29%, Average Future Daily Traffic: 42,860 (year 2033), Design Load: HS 20, Features Intersected: NORTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.911, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460001508245, Location: 1.5 MI S OF RM 2338 (Lat: 30.633039, Lng: -97.691356), Route carried "on" structure: State highway 29, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 23,091 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 27,709 (year 2039), Design Load: H 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.083, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460001508245, Location: 1.5 MI S OF RM 2338 (Lat: 30.633039, Lng: -97.691356), Route carried "on" structure: State highway 29, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 23,091 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 27,709 (year 2039), Design Load: H 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.083, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460001508246, Location: 0.3 MI S OF SH 29 (Lat: 30.625333, Lng: -97.690689), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 52,449 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 73,429 (year 2039), Design Load: HS 20, Features Intersected: SOUTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.525, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460001508246, Location: 0.3 MI S OF SH 29 (Lat: 30.625333, Lng: -97.690689), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 52,449 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 73,429 (year 2039), Design Load: HS 20, Features Intersected: SOUTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.525, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460001508247, Location: 0.3 MI S OF SH 29 (Lat: 30.626058, Lng: -97.691161), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 52,449 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 73,429 (year 2039), Design Load: HS 20, Features Intersected: SOUTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.525, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460001508247, Location: 0.3 MI S OF SH 29 (Lat: 30.626058, Lng: -97.691161), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 52,449 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 73,429 (year 2039), Design Load: HS 20, Features Intersected: SOUTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.525, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460001508256, Location: 1.18 MI S OF SH 130 (Lat: 30.669769, Lng: -97.667111), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2011, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 83,089 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 94,630 (year 2033), Design Load: HS 20, Features Intersected: PECAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.133, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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
Structure Number: 142460001508256, Location: 1.18 MI S OF SH 130 (Lat: 30.669769, Lng: -97.667111), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2011, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 83,089 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 94,630 (year 2033), Design Load: HS 20, Features Intersected: PECAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.133, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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
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Structure Number: 142460001508257, Location: 0.60 MI S OF BI 35 M (Lat: 30.669906, Lng: -97.667375), Route carried "on" structure: ServiceInterstate 35, Year Built: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,530 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 7,750 (year 2033), Design Load: HS 20, Features Intersected: PECAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.133, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, 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: 7.8m (25.6ft), Out-to-Out Width: 12.8m (42.0ft)
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, Deck Geometry: High priority of replacement, 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
Structure Number: 142460001508257, Location: 0.60 MI S OF BI 35 M (Lat: 30.669906, Lng: -97.667375), Route carried "on" structure: ServiceInterstate 35, Year Built: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,530 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 7,750 (year 2033), Design Load: HS 20, Features Intersected: PECAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.133, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, 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: 7.8m (25.6ft), Out-to-Out Width: 12.8m (42.0ft)
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, Deck Geometry: High priority of replacement, 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
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Structure Number: 142460001508412, Location: 0.2 MI S OF FM 2338 (Lat: 30.646719, Lng: -97.683903), Route carried "on" structure: ServiceInterstate 35, Year Built: 1988, Status: Open, Structure Length: 31.09m (102.00ft), Average Daily Traffic: 25,398 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 28,190 (year 2033), Design Load: HS 20, Features Intersected: N SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.910, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 31.09m (102.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142460001508412, Location: 0.2 MI S OF FM 2338 (Lat: 30.646719, Lng: -97.683903), Route carried "on" structure: ServiceInterstate 35, Year Built: 1988, Status: Open, Structure Length: 31.09m (102.00ft), Average Daily Traffic: 25,398 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 28,190 (year 2033), Design Load: HS 20, Features Intersected: N SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.910, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 31.09m (102.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142460001508441, Location: 0.2 MI S OF FM 2338 (Lat: 30.644667, Lng: -97.683839), Route carried "on" structure: ServiceInterstate 35, Year Built: 1997, Status: Open, Structure Length: 25.76m (84.51ft), Average Daily Traffic: 23,030 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 32,250 (year 2033), Design Load: HS 20, Features Intersected: N SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.915, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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
Structure Number: 142460001508441, Location: 0.2 MI S OF FM 2338 (Lat: 30.644667, Lng: -97.683839), Route carried "on" structure: ServiceInterstate 35, Year Built: 1997, Status: Open, Structure Length: 25.76m (84.51ft), Average Daily Traffic: 23,030 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 32,250 (year 2033), Design Load: HS 20, Features Intersected: N SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.915, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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
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Structure Number: 142460001508477, Location: 0.30 MI N OF SH 195 (Lat: 30.705983, Lng: -97.650972), Route carried "on" structure: ServiceState highway 35, Year Built: 2006, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 705 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 987 (year 2039), Design Load: HS 20, Features Intersected: DRY BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.345, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142460001508477, Location: 0.30 MI N OF SH 195 (Lat: 30.705983, Lng: -97.650972), Route carried "on" structure: ServiceState highway 35, Year Built: 2006, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 705 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 987 (year 2039), Design Load: HS 20, Features Intersected: DRY BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.345, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142460001508478, Location: 1.6 MI S OF FM 972 (Lat: 30.701911, Lng: -97.652522), Route carried "on" structure: State highway 195, Year Built: 2005, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 16,216 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 25,622 (year 2039), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.542, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), 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 rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142460001508478, Location: 1.6 MI S OF FM 972 (Lat: 30.701911, Lng: -97.652522), Route carried "on" structure: State highway 195, Year Built: 2005, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 16,216 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 25,622 (year 2039), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.542, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), 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 rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142460001508479, Location: 1.6 MI S OF FM 972 (Lat: 30.701767, Lng: -97.652544), Route carried "on" structure: State highway 195, Year Built: 2005, Status: Open, Structure Length: 11.71m (38.42ft), Average Daily Traffic: 16,216 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 25,622 (year 2039), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.542, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), 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 rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142460001508479, Location: 1.6 MI S OF FM 972 (Lat: 30.701767, Lng: -97.652544), Route carried "on" structure: State highway 195, Year Built: 2005, Status: Open, Structure Length: 11.71m (38.42ft), Average Daily Traffic: 16,216 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 25,622 (year 2039), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.542, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), 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 rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 14246000150848, Location: 0.70 MI S OF SH 195 (Lat: 30.692517, Lng: -97.656331), Route carried "on" structure: ServiceState highway 35, Year Built: 2006, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 13,042 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 16,172 (year 2039), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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
Structure Number: 14246000150848, Location: 0.70 MI S OF SH 195 (Lat: 30.692517, Lng: -97.656331), Route carried "on" structure: ServiceState highway 35, Year Built: 2006, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 13,042 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 16,172 (year 2039), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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
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Structure Number: 142460001508481, Location: 0.70 MI S OF SH 195 (Lat: 30.692294, Lng: -97.655753), Route carried "on" structure: Interstate 35, Year Built: 2004, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 77,072 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 107,901 (year 2039), Design Load: HS 25 or greater, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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
Structure Number: 142460001508481, Location: 0.70 MI S OF SH 195 (Lat: 30.692294, Lng: -97.655753), Route carried "on" structure: Interstate 35, Year Built: 2004, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 77,072 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 107,901 (year 2039), Design Load: HS 25 or greater, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.763, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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
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Structure Number: 142460001508483, Location: 1.20 MI S OF SH 195 (Lat: 30.685706, Lng: -97.657481), Route carried "on" structure: ServiceState highway 130, Year Built: 2006, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 1,302 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,667 (year 2039), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.304, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
Structure Number: 142460001508483, Location: 1.20 MI S OF SH 195 (Lat: 30.685706, Lng: -97.657481), Route carried "on" structure: ServiceState highway 130, Year Built: 2006, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 1,302 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,667 (year 2039), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.304, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
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Structure Number: 142460001508484, Location: 1.20 MI S OF SH 195 (Lat: 30.685294, Lng: -97.658753), Route carried "on" structure: ServiceState highway 130, Year Built: 2006, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 1,240 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,587 (year 2039), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.243, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
Structure Number: 142460001508484, Location: 1.20 MI S OF SH 195 (Lat: 30.685294, Lng: -97.658753), Route carried "on" structure: ServiceState highway 130, Year Built: 2006, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 1,240 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,587 (year 2039), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.243, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
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Structure Number: 142460001508486, Location: 3.30 MI N OF SH 29 (Lat: 30.688475, Lng: -97.657619), Route carried "on" structure: Other road 35, Year Built: 2006, Status: Open, Structure Length: 50.60m (166.01ft), Average Daily Traffic: 3,150 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 40,020 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.306, Lanes on structure: 3, Lanes under structure: 12, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 11, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142460001508486, Location: 3.30 MI N OF SH 29 (Lat: 30.688475, Lng: -97.657619), Route carried "on" structure: Other road 35, Year Built: 2006, Status: Open, Structure Length: 50.60m (166.01ft), Average Daily Traffic: 3,150 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 40,020 (year 2036), Design Load: HS 25 or greater, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.306, Lanes on structure: 3, Lanes under structure: 12, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 11, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142460001508487, Location: 0.70 MI S OF SH 195 (Lat: 30.690611, Lng: -97.655322), Route carried "on" structure: ServiceState highway 35, Year Built: 2003, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 939 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,221 (year 2039), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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
Structure Number: 142460001508487, Location: 0.70 MI S OF SH 195 (Lat: 30.690611, Lng: -97.655322), Route carried "on" structure: ServiceState highway 35, Year Built: 2003, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 939 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,221 (year 2039), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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
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Structure Number: 142460001508488, Location: 0.20 MI N OF SH 195 (Lat: 30.704072, Lng: -97.650325), Route carried "on" structure: ServiceState highway 35, Year Built: 2003, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 4,434 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,321 (year 2039), Design Load: HS 20, Features Intersected: DRY BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.308, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142460001508488, Location: 0.20 MI N OF SH 195 (Lat: 30.704072, Lng: -97.650325), Route carried "on" structure: ServiceState highway 35, Year Built: 2003, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 4,434 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,321 (year 2039), Design Load: HS 20, Features Intersected: DRY BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.308, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142460001508489, Location: 0.30 MI N OF SH 195 (Lat: 30.705294, Lng: -97.649781), Route carried "on" structure: ServiceInterstate 35, Year Built: 2003, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,560 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 4,980 (year 2033), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: CR 150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.446, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.6m (24.9ft), Out-to-Out Width: 45.6m (149.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460001508489, Location: 0.30 MI N OF SH 195 (Lat: 30.705294, Lng: -97.649781), Route carried "on" structure: ServiceInterstate 35, Year Built: 2003, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,560 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 4,980 (year 2033), Design Load: HS 20, Features Intersected: DRAIN, Facility Carried by Structure: CR 150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.446, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.6m (24.9ft), Out-to-Out Width: 45.6m (149.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460001508495, Location: 0.01 MI S OF RM 2338 (Lat: 30.649503, Lng: -97.679189), Route carried "on" structure: ServiceInterstate 35, Year Built: 2005, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 4,500 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 6,300 (year 2035), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.624, Lanes on structure: 1, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142460001508495, Location: 0.01 MI S OF RM 2338 (Lat: 30.649503, Lng: -97.679189), Route carried "on" structure: ServiceInterstate 35, Year Built: 2005, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 4,500 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 6,300 (year 2035), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.624, Lanes on structure: 1, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142460001508506, Location: 0.3 MI S OF SH 29 (Lat: 30.626372, Lng: -97.691800), Route carried "on" structure: ServiceState highway 35, Year Built: 2007, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 18,576 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 22,291 (year 2039), Design Load: HS 20, Features Intersected: SOUTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.542, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142460001508506, Location: 0.3 MI S OF SH 29 (Lat: 30.626372, Lng: -97.691800), Route carried "on" structure: ServiceState highway 35, Year Built: 2007, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 18,576 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 22,291 (year 2039), Design Load: HS 20, Features Intersected: SOUTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.542, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142460001508519, Location: 0.02 MI S OF SH 29 (Lat: 30.632678, Lng: -97.691014), Route carried "on" structure: ServiceInterstate 35, Year Built: 2008, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 16,700 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 26,800 (year 2035), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.439, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142460001508519, Location: 0.02 MI S OF SH 29 (Lat: 30.632678, Lng: -97.691014), Route carried "on" structure: ServiceInterstate 35, Year Built: 2008, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 16,700 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 26,800 (year 2035), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.439, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 14246000150852, Location: 0.02 MI N OF SH 29 (Lat: 30.633428, Lng: -97.691661), Route carried "on" structure: ServiceInterstate 35, Year Built: 2008, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 16,700 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 26,800 (year 2035), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.350, Lanes on structure: 1, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 14246000150852, Location: 0.02 MI N OF SH 29 (Lat: 30.633428, Lng: -97.691661), Route carried "on" structure: ServiceInterstate 35, Year Built: 2008, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 16,700 (year 2015), Truck Traffic: 22%, Average Future Daily Traffic: 26,800 (year 2035), Design Load: HS 20, Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.350, Lanes on structure: 1, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 142460001508521, Location: 3.3 MI N OF SH 29 (Lat: 30.674061, Lng: -97.664350), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 10,358 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 12,430 (year 2039), Design Load: HS 20, Features Intersected: IH 35, Facility Carried by Structure: LAKEWAY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
Structure Number: 142460001508521, Location: 3.3 MI N OF SH 29 (Lat: 30.674061, Lng: -97.664350), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 10,358 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 12,430 (year 2039), Design Load: HS 20, Features Intersected: IH 35, Facility Carried by Structure: LAKEWAY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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 Precast Panels
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Structure Number: 142460001508637, Location: 0.3 MI N OF FM 2243 (Lat: 30.625689, Lng: -97.690364), Route carried "on" structure: Interstate 35, Year Built: 2015, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 27,118 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 37,965 (year 2039), Design Load: HL 93, Features Intersected: SOUTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.034, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 142460001508637, Location: 0.3 MI N OF FM 2243 (Lat: 30.625689, Lng: -97.690364), Route carried "on" structure: Interstate 35, Year Built: 2015, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 27,118 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 37,965 (year 2039), Design Load: HL 93, Features Intersected: SOUTH SAN GABRIEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.034, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 14246000150867, Location: 0.05 MI W OF SP 158 (Lat: 30.669822, Lng: -97.665539), Route carried "on" structure: Ramp Interstate 35, Year Built: 2013, Status: Not yet open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,600 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 16,000 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 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 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14246000150867, Location: 0.05 MI W OF SP 158 (Lat: 30.669822, Lng: -97.665539), Route carried "on" structure: Ramp Interstate 35, Year Built: 2013, Status: Not yet open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,600 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 16,000 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 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 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460001509249, Location: 0.9 MI S OF FM 2243 (Lat: 30.607769, Lng: -97.686428), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2002, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 64,514 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 95,320 (year 2039), Design Load: HS 20, Features Intersected: SS 26 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.518, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 142460001509249, Location: 0.9 MI S OF FM 2243 (Lat: 30.607769, Lng: -97.686428), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2002, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 64,514 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 95,320 (year 2039), Design Load: HS 20, Features Intersected: SS 26 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.518, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14246000150925, Location: 0.9 MI S OF FM 2243 (Lat: 30.607758, Lng: -97.686628), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2002, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 62,712 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 87,880 (year 2039), Design Load: HS 20, Features Intersected: SS 26 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.500, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14246000150925, Location: 0.9 MI S OF FM 2243 (Lat: 30.607758, Lng: -97.686628), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2002, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 62,712 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 87,880 (year 2039), Design Load: HS 20, Features Intersected: SS 26 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.500, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 142460001509251, Location: 1.3 MI N OF FM 1431 (Lat: 30.577317, Lng: -97.692986), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 7,738 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,833 (year 2039), Design Load: H 20, Features Intersected: IH 35, Facility Carried by Structure: WESTINGHOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.095, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 142460001509251, Location: 1.3 MI N OF FM 1431 (Lat: 30.577317, Lng: -97.692986), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 7,738 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,833 (year 2039), Design Load: H 20, Features Intersected: IH 35, Facility Carried by Structure: WESTINGHOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.095, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 142460001509258, Location: 0.7 MI S OF FM 2243 (Lat: 30.610961, Lng: -97.686856), Route carried "on" structure: Interstate 35, Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 111,733 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 175,760 (year 2039), Design Load: HS 20, Features Intersected: WEST FORK SMITH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.917, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021
Structure Number: 142460001509258, Location: 0.7 MI S OF FM 2243 (Lat: 30.610961, Lng: -97.686856), Route carried "on" structure: Interstate 35, Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 111,733 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 175,760 (year 2039), Design Load: HS 20, Features Intersected: WEST FORK SMITH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.917, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021