Bridge Statistics for Lytle, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 249ft / 76.1mTotal length
- $992,000Total costs
- 356,533Total average daily traffic
- 90,102Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lytle
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 51930-1939
- 161960-1969
- 31970-1979
- 21980-1989
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 31960-1969
- Bridge Condition - Deck
- 8.3%Very good
- 66.7%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 8.3%Very good
- 58.3%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 5.6%Very good
- 50.0%Good
- 44.4%Satisfactory
- Bridge Condition - Culverts
- 58.3%Good
- 41.7%Satisfactory
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Structure Number: 150070001704197, Location: 0.10 MI SW OF BEXAR C/L (Lat: 29.239383, Lng: -98.777533), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 17,505 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: N PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.941, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150070001704197, Location: 0.10 MI SW OF BEXAR C/L (Lat: 29.239383, Lng: -98.777533), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 17,505 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: N PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.941, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150070001704198, Location: 0.10 MI SW OF BEXAR C/L (Lat: 29.239447, Lng: -98.777606), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 14,753 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: N PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.941, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150070001704198, Location: 0.10 MI SW OF BEXAR C/L (Lat: 29.239447, Lng: -98.777606), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 14,753 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: N PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.941, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150070001704199, Location: 1.00 MI SW OF BEXAR C/L (Lat: 29.229392, Lng: -98.787244), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 17,505 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: FM 2790
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.470, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150070001704199, Location: 1.00 MI SW OF BEXAR C/L (Lat: 29.229392, Lng: -98.787244), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 17,505 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: FM 2790
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.470, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1500700017042, Location: 1.00 MI SW OF BEXAR C/L (Lat: 29.229453, Lng: -98.787336), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 14,753 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: FM 2790
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.470, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1500700017042, Location: 1.00 MI SW OF BEXAR C/L (Lat: 29.229453, Lng: -98.787336), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 14,753 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: FM 2790
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.470, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150070001704201, Location: 0.10 MI NE OF FM 3175 (Lat: 29.223117, Lng: -98.793342), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 14,753 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: W PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.558, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150070001704201, Location: 0.10 MI NE OF FM 3175 (Lat: 29.223117, Lng: -98.793342), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 14,753 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: W PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.558, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150070001704202, Location: 0.10 MI NE OF FM 3175 (Lat: 29.223053, Lng: -98.793258), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 17,505 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: W PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.558, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150070001704202, Location: 0.10 MI NE OF FM 3175 (Lat: 29.223053, Lng: -98.793258), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 17,505 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 22,010 (year 2033), Design Load: HS 20, Features Intersected: W PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.558, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150070001704203, Location: 0.70 MI SW OF FM 2790 (Lat: 29.222361, Lng: -98.794214), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 14,753 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 24,660 (year 2033), Design Load: HS 20, Features Intersected: FM 3175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.413, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150070001704203, Location: 0.70 MI SW OF FM 2790 (Lat: 29.222361, Lng: -98.794214), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 14,753 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 24,660 (year 2033), Design Load: HS 20, Features Intersected: FM 3175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.413, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150070001704204, Location: 0.70 MI SW OF FM 2790 (Lat: 29.222233, Lng: -98.794214), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 17,505 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 24,660 (year 2033), Design Load: HS 20, Features Intersected: FM 3175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.440, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150070001704204, Location: 0.70 MI SW OF FM 2790 (Lat: 29.222233, Lng: -98.794214), Route carried "on" structure: Interstate 35, Year Built: 1967, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 17,505 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 24,660 (year 2033), Design Load: HS 20, Features Intersected: FM 3175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.440, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150070001713054, Location: 0.10 MI SW OF BEXAR C/L (Lat: 29.240322, Lng: -98.779100), Route carried "on" structure: State highway 132, Year Built: 1937, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,901 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,500 (year 2033), Design Load: H 15, Features Intersected: N PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.3m (50.2ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150070001713054, Location: 0.10 MI SW OF BEXAR C/L (Lat: 29.240322, Lng: -98.779100), Route carried "on" structure: State highway 132, Year Built: 1937, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,901 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,500 (year 2033), Design Load: H 15, Features Intersected: N PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.3m (50.2ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150070001713056, Location: 0.15 MI SW OF FM 2790 (Lat: 29.234078, Lng: -98.793631), Route carried "on" structure: State highway 132, Year Built: 1937, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,796 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,230 (year 2033), Design Load: H 15, Features Intersected: KEARNY POND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 150070001713056, Location: 0.15 MI SW OF FM 2790 (Lat: 29.234078, Lng: -98.793631), Route carried "on" structure: State highway 132, Year Built: 1937, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,796 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,230 (year 2033), Design Load: H 15, Features Intersected: KEARNY POND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 150070174101201, Location: 1.0 MI E OF IH 35 (Lat: 29.228436, Lng: -98.770644), Route carried "on" structure: State highway 2790, Year Built: 2009, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,940 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,800 (year 2033), Design Load: HS 20, Features Intersected: N PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.393, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 150070174101201, Location: 1.0 MI E OF IH 35 (Lat: 29.228436, Lng: -98.770644), Route carried "on" structure: State highway 2790, Year Built: 2009, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,940 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,800 (year 2033), Design Load: HS 20, Features Intersected: N PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.393, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 150070288303006, Location: 1.70 MI SE OF IH 35 (Lat: 29.206656, Lng: -98.780442), Route carried "on" structure: State highway 3175, Year Built: 2006, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,428 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 3,680 (year 2033), Design Load: HS 20, Features Intersected: W. PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150070288303006, Location: 1.70 MI SE OF IH 35 (Lat: 29.206656, Lng: -98.780442), Route carried "on" structure: State highway 3175, Year Built: 2006, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,428 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 3,680 (year 2033), Design Load: HS 20, Features Intersected: W. PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150070288303007, Location: 2.20 MI SE OF IH 35 (Lat: 29.204367, Lng: -98.772769), Route carried "on" structure: State highway 3175, Year Built: 2006, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,428 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 3,680 (year 2033), Design Load: HS 20, Features Intersected: N. PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150070288303007, Location: 2.20 MI SE OF IH 35 (Lat: 29.204367, Lng: -98.772769), Route carried "on" structure: State highway 3175, Year Built: 2006, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,428 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 3,680 (year 2033), Design Load: HS 20, Features Intersected: N. PRONG ATASCOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150001703052, Location: 4.80 MI SW OF LP 1604 (Lat: 29.251789, Lng: -98.740517), Route carried "on" structure: Interstate 35, Year Built: 1934, Year Reconstructed: 1974, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 32,385 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 52,180 (year 2033), Design Load: H 15, Features Intersected: BLACKHILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.256, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft)
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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 150150001703052, Location: 4.80 MI SW OF LP 1604 (Lat: 29.251789, Lng: -98.740517), Route carried "on" structure: Interstate 35, Year Built: 1934, Year Reconstructed: 1974, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 32,385 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 52,180 (year 2033), Design Load: H 15, Features Intersected: BLACKHILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.256, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft)
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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 150150001703053, Location: 6.60 MI SW OF LP 1604 (Lat: 29.243492, Lng: -98.769125), Route carried "on" structure: Interstate 35, Year Built: 1937, Year Reconstructed: 1974, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 32,385 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 52,180 (year 2033), Design Load: H 15, Features Intersected: N PRONG E FK ATASCOSA RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.380, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: May 2020
Structure Number: 150150001703053, Location: 6.60 MI SW OF LP 1604 (Lat: 29.243492, Lng: -98.769125), Route carried "on" structure: Interstate 35, Year Built: 1937, Year Reconstructed: 1974, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 32,385 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 52,180 (year 2033), Design Load: H 15, Features Intersected: N PRONG E FK ATASCOSA RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.380, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: May 2020
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Structure Number: 150150001703057, Location: 6.70 MI SW OF LP 1604 (Lat: 29.243647, Lng: -98.768592), Route carried "on" structure: Interstate 35, Year Built: 1937, Year Reconstructed: 1974, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 32,385 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 52,180 (year 2033), Design Load: H 15, Features Intersected: N PRONG E FK ATASCOSA RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.321, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 150150001703057, Location: 6.70 MI SW OF LP 1604 (Lat: 29.243647, Lng: -98.768592), Route carried "on" structure: Interstate 35, Year Built: 1937, Year Reconstructed: 1974, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 32,385 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 52,180 (year 2033), Design Load: H 15, Features Intersected: N PRONG E FK ATASCOSA RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.321, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 150150001703195, Location: 6.60 MI SW OF LP 1604 (Lat: 29.243089, Lng: -98.768608), Route carried "on" structure: ServiceInterstate 35, Year Built: 1967, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 560 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 790 (year 2033), Design Load: HS 20, Features Intersected: N PRONG E FK ATASCOSA RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150001703195, Location: 6.60 MI SW OF LP 1604 (Lat: 29.243089, Lng: -98.768608), Route carried "on" structure: ServiceInterstate 35, Year Built: 1967, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 560 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 790 (year 2033), Design Load: HS 20, Features Intersected: N PRONG E FK ATASCOSA RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150001703196, Location: SH 132 AT IH 35 (Lat: 29.241058, Lng: -98.775150), Route carried "on" structure: State highway 132, Year Built: 1967, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 3,730 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 5,220 (year 2033), Design Load: HS 20, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $661,000, Roadway Improvement Cost: $66,000, Total Project Cost: $992,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150001703196, Location: SH 132 AT IH 35 (Lat: 29.241058, Lng: -98.775150), Route carried "on" structure: State highway 132, Year Built: 1967, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 3,730 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 5,220 (year 2033), Design Load: HS 20, Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $661,000, Roadway Improvement Cost: $66,000, Total Project Cost: $992,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150150001703282, Location: 5.2 MI SW OF FM 1604 (Lat: 29.249994, Lng: -98.746869), Route carried "on" structure: ServiceCounty highway , Year Built: 1974, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 500 (year 2012), Average Future Daily Traffic: 20 (year 2032), Design Load: H 20, Features Intersected: LUCKEY RD, Facility Carried by Structure: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 2, Lanes under structure: 8, 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, Number Of Approach Spans: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150001703282, Location: 5.2 MI SW OF FM 1604 (Lat: 29.249994, Lng: -98.746869), Route carried "on" structure: ServiceCounty highway , Year Built: 1974, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 500 (year 2012), Average Future Daily Traffic: 20 (year 2032), Design Load: H 20, Features Intersected: LUCKEY RD, Facility Carried by Structure: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 2, Lanes under structure: 8, 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, Number Of Approach Spans: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 150150001703373, Location: 6.60 MI SW OF LP 1604 (Lat: 29.244094, Lng: -98.769064), Route carried "on" structure: ServiceInterstate 35, Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 560 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 790 (year 2033), Design Load: HS 20, Features Intersected: N PRONG E FK ATASCOSA RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150001703373, Location: 6.60 MI SW OF LP 1604 (Lat: 29.244094, Lng: -98.769064), Route carried "on" structure: ServiceInterstate 35, Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 560 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 790 (year 2033), Design Load: HS 20, Features Intersected: N PRONG E FK ATASCOSA RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150AA0830001, Location: 0.50 MI S OF JARRATT RD. (Lat: 29.280811, Lng: -98.760944), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 146 (year 2020), Average Future Daily Traffic: 400 (year 2027), Features Intersected: ELM CREEK, Facility Carried by Structure: BILL OLIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA0830001, Location: 0.50 MI S OF JARRATT RD. (Lat: 29.280811, Lng: -98.760944), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 146 (year 2020), Average Future Daily Traffic: 400 (year 2027), Features Intersected: ELM CREEK, Facility Carried by Structure: BILL OLIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150AA0841001, Location: 0.5 MI S OF OLD FRIO RD (Lat: 29.247253, Lng: -98.769856), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 697 (year 2020), Average Future Daily Traffic: 950 (year 2027), Features Intersected: N PRONG ATASCOSA RIVER, Facility Carried by Structure: PEARSALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA0841001, Location: 0.5 MI S OF OLD FRIO RD (Lat: 29.247253, Lng: -98.769856), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 697 (year 2020), Average Future Daily Traffic: 950 (year 2027), Features Intersected: N PRONG ATASCOSA RIVER, Facility Carried by Structure: PEARSALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15163000171401, Location: 0.03 MI SW ATASCOSA C/L (Lat: 29.229258, Lng: -98.805022), Route carried "on" structure: State highway 132, Year Built: 1921, Year Reconstructed: 1935, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 6,978 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 7,500 (year 2033), Features Intersected: W PRONG ATASCOSA RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.659, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15163000171401, Location: 0.03 MI SW ATASCOSA C/L (Lat: 29.229258, Lng: -98.805022), Route carried "on" structure: State highway 132, Year Built: 1921, Year Reconstructed: 1935, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 6,978 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 7,500 (year 2033), Features Intersected: W PRONG ATASCOSA RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.659, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 151630288301003, Location: 3.55 MI S OF FM 471 (Lat: 29.261250, Lng: -98.804792), Route carried "on" structure: State highway 2790, Year Built: 1967, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,512 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,950 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.737, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 151630288301003, Location: 3.55 MI S OF FM 471 (Lat: 29.261250, Lng: -98.804792), Route carried "on" structure: State highway 2790, Year Built: 1967, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,512 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,950 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.737, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150070001704199, Location: 1.00 MI SW OF BEXAR C/L (Lat: 29.229392, Lng: -98.787244), Route carried "under" structure: State highway 2790, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2,720 (year 2013), Truck Traffic: 19%, Features Intersected: FM 2790, Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.764, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 150070001704199, Location: 1.00 MI SW OF BEXAR C/L (Lat: 29.229392, Lng: -98.787244), Route carried "under" structure: State highway 2790, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2,720 (year 2013), Truck Traffic: 19%, Features Intersected: FM 2790, Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.764, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 1500700017042, Location: 1.00 MI SW OF BEXAR C/L (Lat: 29.229453, Lng: -98.787336), Route carried "under" structure: State highway 2790, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 6,910 (year 2013), Truck Traffic: 12%, Features Intersected: FM 2790, Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.740, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 1500700017042, Location: 1.00 MI SW OF BEXAR C/L (Lat: 29.229453, Lng: -98.787336), Route carried "under" structure: State highway 2790, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 6,910 (year 2013), Truck Traffic: 12%, Features Intersected: FM 2790, Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.740, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 150070001704203, Location: 0.70 MI SW OF FM 2790 (Lat: 29.222361, Lng: -98.794214), Route carried "under" structure: State highway 3175, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,530 (year 2013), Truck Traffic: 24%, Features Intersected: FM 3175, Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 2.118, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 150070001704203, Location: 0.70 MI SW OF FM 2790 (Lat: 29.222361, Lng: -98.794214), Route carried "under" structure: State highway 3175, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,530 (year 2013), Truck Traffic: 24%, Features Intersected: FM 3175, Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 2.118, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 150070001704204, Location: 0.70 MI SW OF FM 2790 (Lat: 29.222233, Lng: -98.794214), Route carried "under" structure: State highway 3175, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2,890 (year 2013), Truck Traffic: 24%, Features Intersected: FM 3175, Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 150070001704204, Location: 0.70 MI SW OF FM 2790 (Lat: 29.222233, Lng: -98.794214), Route carried "under" structure: State highway 3175, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 2,890 (year 2013), Truck Traffic: 24%, Features Intersected: FM 3175, Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 150150001703196, Location: SH 132 AT IH 35 (Lat: 29.241058, Lng: -98.775150), Route carried "under" structure: Interstate 35, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 35,850 (year 2013), Truck Traffic: 21%, Features Intersected: IH 35 ML, Facility Carried by Structure: SH 132
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 1.679, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 150150001703196, Location: SH 132 AT IH 35 (Lat: 29.241058, Lng: -98.775150), Route carried "under" structure: Interstate 35, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 35,850 (year 2013), Truck Traffic: 21%, Features Intersected: IH 35 ML, Facility Carried by Structure: SH 132
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 1.679, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 150150001703282, Location: 5.2 MI SW OF FM 1604 (Lat: 29.249994, Lng: -98.746869), Route carried "under" structure: Interstate 35, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 37,270 (year 2013), Truck Traffic: 29%, Features Intersected: IH 35
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 4.612, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 150150001703282, Location: 5.2 MI SW OF FM 1604 (Lat: 29.249994, Lng: -98.746869), Route carried "under" structure: Interstate 35, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 37,270 (year 2013), Truck Traffic: 29%, Features Intersected: IH 35
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 4.612, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)