Bridge Statistics for Weinert, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 75ft / 22.8mTotal length
- $1,269,000Total costs
- 18,189Total average daily traffic
- 4,272Total average daily truck traffic
- 19,030Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Weinert
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 21950-1959
- 21970-1979
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 50.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Substructure
- 50.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 81050015703006, Location: 1.20 MI NE OF FM 1720 (Lat: 33.360136, Lng: -99.658664), Route carried "on" structure: US 277, Year Built: 1931, Year Reconstructed: 1990, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 3,242 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 3,360 (year 2033), Design Load: H 15, Features Intersected: LAKE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.893, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 51.9m (170.3ft)
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: 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: 81050015703006, Location: 1.20 MI NE OF FM 1720 (Lat: 33.360136, Lng: -99.658664), Route carried "on" structure: US 277, Year Built: 1931, Year Reconstructed: 1990, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 3,242 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 3,360 (year 2033), Design Load: H 15, Features Intersected: LAKE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.893, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 51.9m (170.3ft)
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: 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
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Structure Number: 81050015703007, Location: 0.48 MI NE OF FM 1720 (Lat: 33.350897, Lng: -99.664100), Route carried "on" structure: US 277, Year Built: 1931, Year Reconstructed: 1990, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 3,242 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 3,360 (year 2033), Design Load: H 15, Features Intersected: LAKE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.036, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 51.9m (170.3ft)
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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81050015703007, Location: 0.48 MI NE OF FM 1720 (Lat: 33.350897, Lng: -99.664100), Route carried "on" structure: US 277, Year Built: 1931, Year Reconstructed: 1990, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 3,242 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 3,360 (year 2033), Design Load: H 15, Features Intersected: LAKE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.036, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 51.9m (170.3ft)
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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 81050015703009, Location: 0.07 MI NE OF FM 1720 (Lat: 33.345214, Lng: -99.666461), Route carried "on" structure: US 277, Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 1,710 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,680 (year 2033), Features Intersected: LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.678, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $846,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,269,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81050015703009, Location: 0.07 MI NE OF FM 1720 (Lat: 33.345214, Lng: -99.666461), Route carried "on" structure: US 277, Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 1,710 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 1,680 (year 2033), Features Intersected: LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.678, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $846,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,269,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 81050015703011, Location: 0.10 MI N OF US 277 (Lat: 33.304372, Lng: -99.677614), Route carried "on" structure: Business US 277, Year Built: 1931, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,180 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 1,650 (year 2033), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.641, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Fair, 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81050015703011, Location: 0.10 MI N OF US 277 (Lat: 33.304372, Lng: -99.677614), Route carried "on" structure: Business US 277, Year Built: 1931, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,180 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 1,650 (year 2033), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.641, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Fair, 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 81050015703045, Location: 0.07 MI NE OF FM 1720 (Lat: 33.345308, Lng: -99.666772), Route carried "on" structure: US 277, Year Built: 1975, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 1,745 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,680 (year 2033), Design Load: HS 20, Features Intersected: LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.678, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal 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: 81050015703045, Location: 0.07 MI NE OF FM 1720 (Lat: 33.345308, Lng: -99.666772), Route carried "on" structure: US 277, Year Built: 1975, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 1,745 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,680 (year 2033), Design Load: HS 20, Features Intersected: LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.678, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal 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
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Structure Number: 81050015703046, Location: 1.65 MI S OF FM 617 (Lat: 33.304561, Lng: -99.678197), Route carried "on" structure: US 277, Year Built: 1975, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,449 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 3,310 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.641, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft)
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: 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: June 2019
Structure Number: 81050015703046, Location: 1.65 MI S OF FM 617 (Lat: 33.304561, Lng: -99.678197), Route carried "on" structure: US 277, Year Built: 1975, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,449 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 3,310 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.641, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft)
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: 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: June 2019
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Structure Number: 81050015703054, Location: 2.20 MI S OF KNOX C/L (Lat: 33.368103, Lng: -99.653953), Route carried "on" structure: US 277, Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,242 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 3,360 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.040, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, 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: 23.8m (78.1ft), Out-to-Out Width: 47.3m (155.2ft)
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, 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: 1.01m (3.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81050015703054, Location: 2.20 MI S OF KNOX C/L (Lat: 33.368103, Lng: -99.653953), Route carried "on" structure: US 277, Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,242 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 3,360 (year 2033), Design Load: HS 20, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.040, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, 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: 23.8m (78.1ft), Out-to-Out Width: 47.3m (155.2ft)
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, 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: 1.01m (3.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8105001570601, Location: 0.35 MI NE OF US 277 (Lat: 33.307844, Lng: -99.676258), Route carried "on" structure: Business State highway 277, Year Built: 1931, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 170 (year 2013), Truck Traffic: 42%, Average Future Daily Traffic: 240 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.535, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Equal 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: 8105001570601, Location: 0.35 MI NE OF US 277 (Lat: 33.307844, Lng: -99.676258), Route carried "on" structure: Business State highway 277, Year Built: 1931, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 170 (year 2013), Truck Traffic: 42%, Average Future Daily Traffic: 240 (year 2033), Design Load: H 15, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.535, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Equal 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
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Structure Number: 81050098201002, Location: 1.20 MI W OF US 277 (Lat: 33.328450, Lng: -99.696969), Route carried "on" structure: State highway 617, Year Built: 1954, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 240 (year 2033), Features Intersected: LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.648, 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: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81050098201002, Location: 1.20 MI W OF US 277 (Lat: 33.328450, Lng: -99.696969), Route carried "on" structure: State highway 617, Year Built: 1954, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 240 (year 2033), Features Intersected: LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.648, 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: 2.7m (8.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 81050098207003, Location: 0.30 MI E OF US 277 (Lat: 33.344425, Lng: -99.661547), Route carried "on" structure: State highway 1720, Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 43%, Average Future Daily Traffic: 150 (year 2033), Features Intersected: TRIBUTARY OF LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.488, 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: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 81050098207003, Location: 0.30 MI E OF US 277 (Lat: 33.344425, Lng: -99.661547), Route carried "on" structure: State highway 1720, Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 43%, Average Future Daily Traffic: 150 (year 2033), Features Intersected: TRIBUTARY OF LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.488, 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: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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