Bridge Statistics for Converse, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 151ft / 45.8mTotal length
- $3,000Total costs
- 242,105Total average daily traffic
- 6,634Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Converse
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 71960-1969
- 21970-1979
- 31980-1989
- 41990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 41990-1999
- 22000-2009
- Bridge Condition - Deck
- 33.3%Very good
- 66.7%Good
- Bridge Condition - Superstructure
- 16.7%Very good
- 83.3%Good
- Bridge Condition - Channel
- 6.3%Very good
- 50.0%Good
- 37.5%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 81.8%Good
- 18.2%Satisfactory
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Structure Number: 150150002509138, Location: 6.6 MI NE OF IH 410 (Lat: 29.505086, Lng: -98.310814), Route carried "on" structure: State highway 78, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 23,757 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 35,170 (year 2033), Design Load: H 20, Features Intersected: W BR OF SALITRILLO CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.530, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150002509138, Location: 6.6 MI NE OF IH 410 (Lat: 29.505086, Lng: -98.310814), Route carried "on" structure: State highway 78, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 23,757 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 35,170 (year 2033), Design Load: H 20, Features Intersected: W BR OF SALITRILLO CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.530, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150002509139, Location: 7.55 MI NE OF IH 410 (Lat: 29.519625, Lng: -98.308069), Route carried "on" structure: State highway 78, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 18,001 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 27,290 (year 2033), Features Intersected: SALITRILLO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.217, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150002509139, Location: 7.55 MI NE OF IH 410 (Lat: 29.519625, Lng: -98.308069), Route carried "on" structure: State highway 78, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 18,001 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 27,290 (year 2033), Features Intersected: SALITRILLO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.217, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15015000250914, Location: 8.5 MI NE OF IH 410 (Lat: 29.531203, Lng: -98.303189), Route carried "on" structure: State highway 78, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 18,001 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 27,290 (year 2033), Features Intersected: E BR OF SALITRILLO CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.605, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15015000250914, Location: 8.5 MI NE OF IH 410 (Lat: 29.531203, Lng: -98.303189), Route carried "on" structure: State highway 78, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 18,001 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 27,290 (year 2033), Features Intersected: E BR OF SALITRILLO CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.605, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150002509142, Location: 4.90 MI NE OF IH 410 (Lat: 29.492497, Lng: -98.332431), Route carried "on" structure: State highway 78, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 23,757 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 35,170 (year 2033), Design Load: HS 20, Features Intersected: BRANCH OF MARTINEZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.925, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft)
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: June 2020
Structure Number: 150150002509142, Location: 4.90 MI NE OF IH 410 (Lat: 29.492497, Lng: -98.332431), Route carried "on" structure: State highway 78, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 23,757 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 35,170 (year 2033), Design Load: HS 20, Features Intersected: BRANCH OF MARTINEZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.925, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft)
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: June 2020
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Structure Number: 150150147701001, Location: 0.75 Mi S of FM 78 (Lat: 29.499331, Lng: -98.309456), Route carried "on" structure: State highway 1516, Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 13,955 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,440 (year 2033), Design Load: HS 20, Features Intersected: Salitrillo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.872, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
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, 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: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150147701001, Location: 0.75 Mi S of FM 78 (Lat: 29.499331, Lng: -98.309456), Route carried "on" structure: State highway 1516, Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 13,955 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,440 (year 2033), Design Load: HS 20, Features Intersected: Salitrillo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.872, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
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, 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: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150189001008, Location: 0.95 Mi SW of LP 1604 (Lat: 29.522583, Lng: -98.312603), Route carried "on" structure: State highway 1976, Year Built: 1980, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 6,445 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,480 (year 2033), Design Load: HS 20, Features Intersected: Salatrillo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.781, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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 48 months, Inspection Date: August 2018
Structure Number: 150150189001008, Location: 0.95 Mi SW of LP 1604 (Lat: 29.522583, Lng: -98.312603), Route carried "on" structure: State highway 1976, Year Built: 1980, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 6,445 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,480 (year 2033), Design Load: HS 20, Features Intersected: Salatrillo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.781, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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 48 months, Inspection Date: August 2018
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Structure Number: 15015018900101, Location: 0.9 Mi E of FM 775 (Lat: 29.514794, Lng: -98.322997), Route carried "on" structure: State highway 1976, Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 13,981 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 15,960 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.381, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
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 48 months, Inspection Date: August 2018
Structure Number: 15015018900101, Location: 0.9 Mi E of FM 775 (Lat: 29.514794, Lng: -98.322997), Route carried "on" structure: State highway 1976, Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 13,981 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 15,960 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.381, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
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 48 months, Inspection Date: August 2018
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Structure Number: 150150189001011, Location: 2.1 Mi SW of LP 1604 (Lat: 29.513047, Lng: -98.327853), Route carried "on" structure: State highway 1976, Year Built: 1992, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,825 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,770 (year 2033), Design Load: HS 20, Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
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 48 months, Inspection Date: August 2018
Structure Number: 150150189001011, Location: 2.1 Mi SW of LP 1604 (Lat: 29.513047, Lng: -98.327853), Route carried "on" structure: State highway 1976, Year Built: 1992, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,825 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,770 (year 2033), Design Load: HS 20, Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
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 48 months, Inspection Date: August 2018
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Structure Number: 150150189002334, Location: 0.4 Mi SW of FM 78 (Lat: 29.521297, Lng: -98.311453), Route carried "on" structure: State highway 3502, Year Built: 2008, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,046 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,410 (year 2033), Design Load: HS 20, Features Intersected: Salitrillo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.391, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150150189002334, Location: 0.4 Mi SW of FM 78 (Lat: 29.521297, Lng: -98.311453), Route carried "on" structure: State highway 3502, Year Built: 2008, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,046 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,410 (year 2033), Design Load: HS 20, Features Intersected: Salitrillo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.391, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1501502452032, Location: 2.6 Mi SE of SH 218 (Lat: 29.533117, Lng: -98.301156), Route carried "on" structure: State highway 1604, Year Built: 1969, Status: Open, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 11,196 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 36,480 (year 2033), Design Load: HS 20, Features Intersected: SP RR FM 78 & FM 1976
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.380, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very 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: Better than 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: 1501502452032, Location: 2.6 Mi SE of SH 218 (Lat: 29.533117, Lng: -98.301156), Route carried "on" structure: State highway 1604, Year Built: 1969, Status: Open, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 11,196 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 36,480 (year 2033), Design Load: HS 20, Features Intersected: SP RR FM 78 & FM 1976
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.380, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very 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: Better than 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: 150150245203254, Location: 2.7 Miles N of IH 10 (Lat: 29.504192, Lng: -98.287753), Route carried "on" structure: State highway 1604, Year Built: 1969, Year Reconstructed: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 24,901 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 42,320 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, 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: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 150150245203254, Location: 2.7 Miles N of IH 10 (Lat: 29.504192, Lng: -98.287753), Route carried "on" structure: State highway 1604, Year Built: 1969, Year Reconstructed: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 24,901 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 42,320 (year 2033), Design Load: HS 20, Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, 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: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 150150AA0295003, Location: 1.00 MI W OF TOEPPERWEIN (Lat: 29.525744, Lng: -98.341431), Route carried "on" structure: County highway , Year Built: 1974, Year Reconstructed: 2005, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,562 (year 2020), Average Future Daily Traffic: 7,400 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: KITTY HAWK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150AA0295003, Location: 1.00 MI W OF TOEPPERWEIN (Lat: 29.525744, Lng: -98.341431), Route carried "on" structure: County highway , Year Built: 1974, Year Reconstructed: 2005, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,562 (year 2020), Average Future Daily Traffic: 7,400 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: KITTY HAWK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150AA5879002, Location: 0.25 MI SE OF FM 78 (Lat: 29.488322, Lng: -98.331733), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,768 (year 2020), Average Future Daily Traffic: 1,000 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: WALZEM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 150150AA5879002, Location: 0.25 MI SE OF FM 78 (Lat: 29.488322, Lng: -98.331733), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,768 (year 2020), Average Future Daily Traffic: 1,000 (year 2030), Features Intersected: DRAW, Facility Carried by Structure: WALZEM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 150150AA6024001, Location: 0.45 MI S OF ELM TRAIL DR (Lat: 29.494461, Lng: -98.332369), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,880 (year 2010), Average Future Daily Traffic: 9,800 (year 2027), Features Intersected: DRAW, Facility Carried by Structure: BEECH TRAIL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 150150AA6024001, Location: 0.45 MI S OF ELM TRAIL DR (Lat: 29.494461, Lng: -98.332369), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,880 (year 2010), Average Future Daily Traffic: 9,800 (year 2027), Features Intersected: DRAW, Facility Carried by Structure: BEECH TRAIL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 150150M00260001, Location: 0.55 MI E OF FM 1516 (Lat: 29.508922, Lng: -98.300431), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 10,937 (year 2020), Average Future Daily Traffic: 9,000 (year 2033), Design Load: HS 20, Features Intersected: SALITRILLO CREEK, Facility Carried by Structure: SCHAEFER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150M00260001, Location: 0.55 MI E OF FM 1516 (Lat: 29.508922, Lng: -98.300431), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 10,937 (year 2020), Average Future Daily Traffic: 9,000 (year 2033), Design Load: HS 20, Features Intersected: SALITRILLO CREEK, Facility Carried by Structure: SCHAEFER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150M00415001, Location: 0.20 MI NE OF FM 78 (Lat: 29.503364, Lng: -98.310203), Route carried "on" structure: City street , Year Built: 1923, Year Reconstructed: 1986, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,831 (year 2015), Average Future Daily Traffic: 3,000 (year 2033), Features Intersected: WEST SALITRILLO CREEK, Facility Carried by Structure: UPPER SEGUIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150M00415001, Location: 0.20 MI NE OF FM 78 (Lat: 29.503364, Lng: -98.310203), Route carried "on" structure: City street , Year Built: 1923, Year Reconstructed: 1986, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,831 (year 2015), Average Future Daily Traffic: 3,000 (year 2033), Features Intersected: WEST SALITRILLO CREEK, Facility Carried by Structure: UPPER SEGUIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150150M00440001, Location: 0.35 MI SW TOEPPERWEIN (Lat: 29.532581, Lng: -98.335428), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2009, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 17,142 (year 2020), Average Future Daily Traffic: 7,500 (year 2033), Features Intersected: SALITRILLO CREEK, Facility Carried by Structure: KITTY HAWK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150150M00440001, Location: 0.35 MI SW TOEPPERWEIN (Lat: 29.532581, Lng: -98.335428), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2009, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 17,142 (year 2020), Average Future Daily Traffic: 7,500 (year 2033), Features Intersected: SALITRILLO CREEK, Facility Carried by Structure: KITTY HAWK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1501502452032, Location: 2.6 Mi SE of SH 218 (Lat: 29.533117, Lng: -98.301156), Route carried "under" structure: State highway 78, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 24,120 (year 2013), Truck Traffic: 2%, Features Intersected: SP RR FM 78 & FM 1976, Facility Carried by Structure: LP 1604 NB
Minimum Vertical Clearance: 9.73m (31.92ft), Kilometerpoint: 29.910, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 1501502452032, Location: 2.6 Mi SE of SH 218 (Lat: 29.533117, Lng: -98.301156), Route carried "under" structure: State highway 78, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 24,120 (year 2013), Truck Traffic: 2%, Features Intersected: SP RR FM 78 & FM 1976, Facility Carried by Structure: LP 1604 NB
Minimum Vertical Clearance: 9.73m (31.92ft), Kilometerpoint: 29.910, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)