Bridge Statistics for La Vernia, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 115ft / 35.3mTotal length
- $285,000Total costs
- 80,476Total average daily traffic
- 14,866Total average daily truck traffic
- 80,930Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for La Vernia
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 51950-1959
- 31960-1969
- 21980-1989
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 71990-1999
- 22000-2009
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 66.7%Very good
- 33.3%Good
- Bridge Condition - Channel
- 16.7%Very good
- 66.7%Good
- 8.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Culverts
- 88.9%Good
- 11.1%Satisfactory
Find on map >> Show street view
Structure Number: 150950085001122, Location: 6.0 MI S OF FM 2538 (Lat: 29.379128, Lng: -98.099622), Route carried "on" structure: State highway 775, Year Built: 1950, Year Reconstructed: 2009, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,439 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,600 (year 2028), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.727, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 150950085001122, Location: 6.0 MI S OF FM 2538 (Lat: 29.379128, Lng: -98.099622), Route carried "on" structure: State highway 775, Year Built: 1950, Year Reconstructed: 2009, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,439 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,600 (year 2028), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.727, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 152470014303007, Location: 2.20 MI W OF FM 1346 (Lat: 29.358214, Lng: -98.172853), Route carried "on" structure: US 87, Year Built: 1926, Year Reconstructed: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 12,734 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 11,620 (year 2033), Design Load: H 15, Features Intersected: BOECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.670, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.0m (85.3ft)
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, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 152470014303007, Location: 2.20 MI W OF FM 1346 (Lat: 29.358214, Lng: -98.172853), Route carried "on" structure: US 87, Year Built: 1926, Year Reconstructed: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 12,734 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 11,620 (year 2033), Design Load: H 15, Features Intersected: BOECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.670, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.0m (85.3ft)
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, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 152470014303091, Location: 0.02 Mile East of CR 361 (Lat: 29.358161, Lng: -98.152050), Route carried "on" structure: US 87, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 12,734 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 11,620 (year 2033), Features Intersected: Draw - No Name
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.392, Lanes on structure: 4, 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-To-Curb Width: 33.1m (108.6ft), Out-to-Out Width: 33.5m (109.9ft)
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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 152470014303091, Location: 0.02 Mile East of CR 361 (Lat: 29.358161, Lng: -98.152050), Route carried "on" structure: US 87, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 12,734 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 11,620 (year 2033), Features Intersected: Draw - No Name
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.392, Lanes on structure: 4, 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-To-Curb Width: 33.1m (108.6ft), Out-to-Out Width: 33.5m (109.9ft)
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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 152470014303092, Location: 0.6 Mile East of CR 361 (Lat: 29.357781, Lng: -98.142089), Route carried "on" structure: US 87, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12,734 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 11,620 (year 2033), Features Intersected: Draw - No Name
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.392, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 152470014303092, Location: 0.6 Mile East of CR 361 (Lat: 29.357781, Lng: -98.142089), Route carried "on" structure: US 87, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12,734 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 11,620 (year 2033), Features Intersected: Draw - No Name
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.392, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 152470014303093, Location: 0.8 Mile East of CR 361 (Lat: 29.357711, Lng: -98.140769), Route carried "on" structure: US 87, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12,734 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 11,620 (year 2033), Features Intersected: Draw - No Name
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.392, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 152470014303093, Location: 0.8 Mile East of CR 361 (Lat: 29.357711, Lng: -98.140769), Route carried "on" structure: US 87, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 12,734 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 11,620 (year 2033), Features Intersected: Draw - No Name
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.392, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 152470014303094, Location: 1.1 Miles East of CR 361 (Lat: 29.357650, Lng: -98.138619), Route carried "on" structure: US 87, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 12,734 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 11,620 (year 2033), Features Intersected: Draw - No Name
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.392, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 33.5m (109.9ft)
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: 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 2021
Structure Number: 152470014303094, Location: 1.1 Miles East of CR 361 (Lat: 29.357650, Lng: -98.138619), Route carried "on" structure: US 87, Year Built: 1956, Year Reconstructed: 2001, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 12,734 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 11,620 (year 2033), Features Intersected: Draw - No Name
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.392, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 33.5m (109.9ft)
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: 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 2021
Find on map >> Show street view
Structure Number: 152470085002004, Location: 0.60 MI NE OF US 87 (Lat: 29.359367, Lng: -98.107472), Route carried "on" structure: State highway 775, Year Built: 1965, Year Reconstructed: 2006, Status: Open, Structure Length: 14.36m (47.11ft), Average Daily Traffic: 6,070 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 7,370 (year 2033), Design Load: H 15, Features Intersected: CIBOLO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 14.36m (47.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $6,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 152470085002004, Location: 0.60 MI NE OF US 87 (Lat: 29.359367, Lng: -98.107472), Route carried "on" structure: State highway 775, Year Built: 1965, Year Reconstructed: 2006, Status: Open, Structure Length: 14.36m (47.11ft), Average Daily Traffic: 6,070 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 7,370 (year 2033), Design Load: H 15, Features Intersected: CIBOLO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 14.36m (47.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $6,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 152470143702003, Location: 0.4 MI NW OF US 87 (Lat: 29.360572, Lng: -98.139933), Route carried "on" structure: State highway 1346, Year Built: 2008, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,048 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,100 (year 2031), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.131, 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: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
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: 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: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 152470143702003, Location: 0.4 MI NW OF US 87 (Lat: 29.360572, Lng: -98.139933), Route carried "on" structure: State highway 1346, Year Built: 2008, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,048 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,100 (year 2031), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.131, 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: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
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: 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: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 152470223301002, Location: 0.60 MI S OF FM 2772 (Lat: 29.362250, Lng: -98.071436), Route carried "on" structure: State highway 539, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,427 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,910 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.539, 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: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 17.9m (58.7ft)
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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 152470223301002, Location: 0.60 MI S OF FM 2772 (Lat: 29.362250, Lng: -98.071436), Route carried "on" structure: State highway 539, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,427 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,910 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.539, 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: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 17.9m (58.7ft)
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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 152470223301003, Location: 4.80 MI N OF US 87 (Lat: 29.340258, Lng: -98.058294), Route carried "on" structure: State highway 539, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,427 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,910 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.550, 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: 1.8m (5.9ft)
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: 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: July 2020
Structure Number: 152470223301003, Location: 4.80 MI N OF US 87 (Lat: 29.340258, Lng: -98.058294), Route carried "on" structure: State highway 539, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,427 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,910 (year 2033), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.550, 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: 1.8m (5.9ft)
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: 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: July 2020
Find on map >> Show street view
Structure Number: 152470276101001, Location: 1.00 MI W OF FM 539 (Lat: 29.363942, Lng: -98.085214), Route carried "on" structure: State highway 2772, Year Built: 1986, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 3,245 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,780 (year 2033), Design Load: HS 20, Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: 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: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 152470276101001, Location: 1.00 MI W OF FM 539 (Lat: 29.363942, Lng: -98.085214), Route carried "on" structure: State highway 2772, Year Built: 1986, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 3,245 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,780 (year 2033), Design Load: HS 20, Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: 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: July 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 152470AA0381001, Location: 0.5 MI N OF LP 321 (Lat: 29.362894, Lng: -98.116281), Route carried "on" structure: County highway 345, Year Built: 1983, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 150 (year 2012), Average Future Daily Traffic: 160 (year 2032), Design Load: H 15, Features Intersected: DRY HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 152470AA0381001, Location: 0.5 MI N OF LP 321 (Lat: 29.362894, Lng: -98.116281), Route carried "on" structure: County highway 345, Year Built: 1983, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 150 (year 2012), Average Future Daily Traffic: 160 (year 2032), Design Load: H 15, Features Intersected: DRY HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels