Bridge Statistics for Liberty City, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 243ft / 73.5mTotal length
- $376,000Total costs
- 286,037Total average daily traffic
- 87,588Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Liberty City
- No street view available for this location
- New bridges - historical statistics
- 61930-1939
- 241960-1969
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 64.3%Good
- 28.6%Satisfactory
- 7.1%Fair
- Bridge Condition - Superstructure
- 14.3%Good
- 71.4%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 57.1%Good
- 21.4%Satisfactory
- 21.4%Fair
- Bridge Condition - Channel
- 11.8%Good
- 76.5%Satisfactory
- 11.8%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
Find on map >> Show street view
Structure Number: 100930037701016, Location: 3.20 MI SE OF US 271 (Lat: 32.480194, Lng: -94.952919), Route carried "on" structure: State highway 135, Year Built: 1938, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,080 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 8,550 (year 2033), Design Load: H 15, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.272, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930037701016, Location: 3.20 MI SE OF US 271 (Lat: 32.480194, Lng: -94.952919), Route carried "on" structure: State highway 135, Year Built: 1938, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,080 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 8,550 (year 2033), Design Load: H 15, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.272, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930037701017, Location: 3.75 MI SE OF US 271 (Lat: 32.473275, Lng: -94.948378), Route carried "on" structure: State highway 135, Year Built: 1937, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 6,080 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 8,550 (year 2033), Design Load: H 15, Features Intersected: LITTLE CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.196, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930037701017, Location: 3.75 MI SE OF US 271 (Lat: 32.473275, Lng: -94.948378), Route carried "on" structure: State highway 135, Year Built: 1937, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 6,080 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 8,550 (year 2033), Design Load: H 15, Features Intersected: LITTLE CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.196, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10093003770102, Location: 0.15 MI SE OF IH 20 (Lat: 32.430747, Lng: -94.924092), Route carried "on" structure: State highway 135, Year Built: 1938, Year Reconstructed: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,849 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 12,290 (year 2033), Design Load: H 15, Features Intersected: PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 10093003770102, Location: 0.15 MI SE OF IH 20 (Lat: 32.430747, Lng: -94.924092), Route carried "on" structure: State highway 135, Year Built: 1938, Year Reconstructed: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,849 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 12,290 (year 2033), Design Load: H 15, Features Intersected: PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.492, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: 100930037701228, Location: 0.05 MI NE OF SH 135 (Lat: 32.430744, Lng: -94.923603), Route carried "on" structure: Ramp State highway 135, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,770 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 12,290 (year 2033), Features Intersected: PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.576, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 9.5m (31.2ft)
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 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930037701228, Location: 0.05 MI NE OF SH 135 (Lat: 32.430744, Lng: -94.923603), Route carried "on" structure: Ramp State highway 135, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,770 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 12,290 (year 2033), Features Intersected: PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.576, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 9.5m (31.2ft)
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 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930049507222, Location: 2.95 MI W OF SH 135 (Lat: 32.435867, Lng: -94.976519), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 36,062 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 44,440 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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 24 months, Inspection Date: November 2020
Structure Number: 100930049507222, Location: 2.95 MI W OF SH 135 (Lat: 32.435867, Lng: -94.976519), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 36,062 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 44,440 (year 2033), Design Load: HS 20, Features Intersected: LITTLE CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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 24 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: 100930049507223, Location: 2.65 MI W OF SH 135 (Lat: 32.435506, Lng: -94.971142), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 50 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2030), Design Load: H 15, Features Intersected: IH 20, Facility Carried by Structure: MT PISGAH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930049507223, Location: 2.65 MI W OF SH 135 (Lat: 32.435506, Lng: -94.971142), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 50 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2030), Design Load: H 15, Features Intersected: IH 20, Facility Carried by Structure: MT PISGAH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930049507224, Location: 1.05 MI W OF SH 135 (Lat: 32.434025, Lng: -94.943919), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 17,017 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 20,530 (year 2033), Design Load: HS 20, Features Intersected: FM 3053
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.057, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930049507224, Location: 1.05 MI W OF SH 135 (Lat: 32.434025, Lng: -94.943919), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 17,017 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 20,530 (year 2033), Design Load: HS 20, Features Intersected: FM 3053
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.057, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930049507225, Location: 1.05 MI W OF SH 135 (Lat: 32.433817, Lng: -94.943808), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 17,780 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 20,530 (year 2033), Design Load: HS 20, Features Intersected: FM 3053
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.057, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930049507225, Location: 1.05 MI W OF SH 135 (Lat: 32.433817, Lng: -94.943808), Route carried "on" structure: Interstate 20, Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 17,780 (year 2020), Truck Traffic: 38%, Average Future Daily Traffic: 20,530 (year 2033), Design Load: HS 20, Features Intersected: FM 3053
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.057, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930049507226, Location: 3.65 MI W OF SH 42 (Lat: 32.432481, Lng: -94.925361), Route carried "on" structure: State highway 135, Year Built: 1965, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 6,110 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 8,550 (year 2033), Design Load: H 20, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.195, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930049507226, Location: 3.65 MI W OF SH 42 (Lat: 32.432481, Lng: -94.925361), Route carried "on" structure: State highway 135, Year Built: 1965, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 6,110 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 8,550 (year 2033), Design Load: H 20, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.195, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930049507227, Location: 0.10 MI NW OF SH 135 (Lat: 32.430572, Lng: -94.925000), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,340 (year 2013), Truck Traffic: 38%, Average Future Daily Traffic: 4,670 (year 2033), Design Load: HS 20, Features Intersected: PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.763, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930049507227, Location: 0.10 MI NW OF SH 135 (Lat: 32.430572, Lng: -94.925000), Route carried "on" structure: Ramp Interstate 20, Year Built: 1965, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,340 (year 2013), Truck Traffic: 38%, Average Future Daily Traffic: 4,670 (year 2033), Design Load: HS 20, Features Intersected: PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.763, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930049507229, Location: 3.30 MI W OF SH 42 (Lat: 32.432447, Lng: -94.919547), Route carried "on" structure: State highway 2207, Year Built: 1965, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 680 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 950 (year 2033), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.892, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $35,000, Total Project Cost: $155,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930049507229, Location: 3.30 MI W OF SH 42 (Lat: 32.432447, Lng: -94.919547), Route carried "on" structure: State highway 2207, Year Built: 1965, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 680 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 950 (year 2033), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.892, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $35,000, Total Project Cost: $155,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930138902003, Location: 2.20 MI W OF SH 135 (Lat: 32.448506, Lng: -94.965244), Route carried "on" structure: State highway 1252, Year Built: 1935, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,863 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,520 (year 2033), Features Intersected: LITTLE CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.182, 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 100930138902003, Location: 2.20 MI W OF SH 135 (Lat: 32.448506, Lng: -94.965244), Route carried "on" structure: State highway 1252, Year Built: 1935, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,863 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,520 (year 2033), Features Intersected: LITTLE CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.182, 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Find on map >> Show street view
Structure Number: 100930207401005, Location: 2.55 MI SE OF SH 135 (Lat: 32.473600, Lng: -94.921403), Route carried "on" structure: State highway 2207, Year Built: 1960, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 255 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 530 (year 2033), Design Load: H 15, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930207401005, Location: 2.55 MI SE OF SH 135 (Lat: 32.473600, Lng: -94.921403), Route carried "on" structure: State highway 2207, Year Built: 1960, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 255 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 530 (year 2033), Design Load: H 15, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930207401006, Location: 2.70 MI SE OF SH 135 (Lat: 32.471808, Lng: -94.919658), Route carried "on" structure: State highway 2207, Year Built: 1960, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 255 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 530 (year 2033), Features Intersected: PRAIRIE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100930207401006, Location: 2.70 MI SE OF SH 135 (Lat: 32.471808, Lng: -94.919658), Route carried "on" structure: State highway 2207, Year Built: 1960, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 255 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 530 (year 2033), Features Intersected: PRAIRIE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 100930207401007, Location: 3.15 MI SE OF SH 135 (Lat: 32.466111, Lng: -94.918261), Route carried "on" structure: State highway 2207, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 255 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 530 (year 2033), Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.068, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 100930207401007, Location: 3.15 MI SE OF SH 135 (Lat: 32.466111, Lng: -94.918261), Route carried "on" structure: State highway 2207, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 255 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 530 (year 2033), Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.068, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: 100930207401008, Location: 0.20 MI S OF IH 20 (Lat: 32.429686, Lng: -94.919411), Route carried "on" structure: State highway 2207, Year Built: 1960, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 950 (year 2033), Features Intersected: PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.217, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: 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: November 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930207401008, Location: 0.20 MI S OF IH 20 (Lat: 32.429686, Lng: -94.919411), Route carried "on" structure: State highway 2207, Year Built: 1960, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 950 (year 2033), Features Intersected: PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.217, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: 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: November 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930308201001, Location: 0.50 MI S OF IH 20 (Lat: 32.426944, Lng: -94.943475), Route carried "on" structure: State highway 3053, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,223 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,340 (year 2033), Design Load: HS 20, Features Intersected: PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930308201001, Location: 0.50 MI S OF IH 20 (Lat: 32.426944, Lng: -94.943475), Route carried "on" structure: State highway 3053, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,223 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,340 (year 2033), Design Load: HS 20, Features Intersected: PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930308201002, Location: 0.30 MI N OF SH 31 (Lat: 32.383414, Lng: -94.962094), Route carried "on" structure: State highway 3053, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,810 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,650 (year 2033), Design Load: HS 20, Features Intersected: HELTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.148, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: Equal to present minimum 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 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Structure Number: 100930308201002, Location: 0.30 MI N OF SH 31 (Lat: 32.383414, Lng: -94.962094), Route carried "on" structure: State highway 3053, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,810 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,650 (year 2033), Design Load: HS 20, Features Intersected: HELTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.148, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: Equal to present minimum 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 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000
Find on map >> Show street view
Structure Number: 100930AA0082001, Location: 0.5 MI S OF FM 1252 (Lat: 32.443856, Lng: -94.973347), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1988, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 275 (year 2010), Average Future Daily Traffic: 400 (year 2030), Features Intersected: LITTLE CANEY CR, Facility Carried by Structure: MT PISGAH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930AA0082001, Location: 0.5 MI S OF FM 1252 (Lat: 32.443856, Lng: -94.973347), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1988, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 275 (year 2010), Average Future Daily Traffic: 400 (year 2030), Features Intersected: LITTLE CANEY CR, Facility Carried by Structure: MT PISGAH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930AA0119001, Location: 2.85 MI N OF FM 1252 (Lat: 32.480172, Lng: -94.966997), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2030), Features Intersected: PRAIRIE CR, Facility Carried by Structure: OLD STATE HWY 135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.4m (30.8ft), 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $47,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930AA0119001, Location: 2.85 MI N OF FM 1252 (Lat: 32.480172, Lng: -94.966997), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2030), Features Intersected: PRAIRIE CR, Facility Carried by Structure: OLD STATE HWY 135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.4m (30.8ft), 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $47,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 100930AA0119004, Location: 0.4 MI SE OF IH 20 (Lat: 32.428556, Lng: -94.939533), Route carried "on" structure: County highway , Year Built: 1933, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,513 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2030), Features Intersected: PEAVINE CR, Facility Carried by Structure: OLD STATE HWY 135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100930AA0119004, Location: 0.4 MI SE OF IH 20 (Lat: 32.428556, Lng: -94.939533), Route carried "on" structure: County highway , Year Built: 1933, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,513 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2030), Features Intersected: PEAVINE CR, Facility Carried by Structure: OLD STATE HWY 135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120049506238, Location: 7.2 MI E OF US 271 (Lat: 32.436794, Lng: -95.011528), Route carried "on" structure: County highway 3116, Year Built: 1966, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 200 (year 2009), Average Future Daily Traffic: 220 (year 2029), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102120049506238, Location: 7.2 MI E OF US 271 (Lat: 32.436794, Lng: -95.011528), Route carried "on" structure: County highway 3116, Year Built: 1966, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 200 (year 2009), Average Future Daily Traffic: 220 (year 2029), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 102120049506239, Location: 8.5 MI E OF US 271 (Lat: 32.436103, Lng: -94.989606), Route carried "on" structure: County highway 3111, Year Built: 1966, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 200 (year 2009), Average Future Daily Traffic: 220 (year 2029), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120049506239, Location: 8.5 MI E OF US 271 (Lat: 32.436103, Lng: -94.989606), Route carried "on" structure: County highway 3111, Year Built: 1966, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 200 (year 2009), Average Future Daily Traffic: 220 (year 2029), Design Load: H 15, Features Intersected: IH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102120AA3111101, Location: 1.70 MI N OF FM 1252 (Lat: 32.470403, Lng: -94.998250), Route carried "on" structure: County highway 3111, Year Built: 1960, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 250 (year 2015), Average Future Daily Traffic: 250 (year 2035), Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $19,000, Total Project Cost: $94,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 102120AA3111101, Location: 1.70 MI N OF FM 1252 (Lat: 32.470403, Lng: -94.998250), Route carried "on" structure: County highway 3111, Year Built: 1960, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 250 (year 2015), Average Future Daily Traffic: 250 (year 2035), Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $19,000, Total Project Cost: $94,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 100930049507223, Location: 2.65 MI W OF SH 135 (Lat: 32.435506, Lng: -94.971142), Route carried "under" structure: Interstate 20, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 31,740 (year 2013), Truck Traffic: 38%, Features Intersected: IH 20, Facility Carried by Structure: MT PISGAH RD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.365, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 100930049507223, Location: 2.65 MI W OF SH 135 (Lat: 32.435506, Lng: -94.971142), Route carried "under" structure: Interstate 20, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 31,740 (year 2013), Truck Traffic: 38%, Features Intersected: IH 20, Facility Carried by Structure: MT PISGAH RD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.365, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Find on map >> Show street view
Structure Number: 100930049507224, Location: 1.05 MI W OF SH 135 (Lat: 32.434025, Lng: -94.943919), Route carried "under" structure: State highway 3053, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 6,060 (year 2013), Truck Traffic: 3%, Features Intersected: FM 3053, Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 8.171, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 100930049507224, Location: 1.05 MI W OF SH 135 (Lat: 32.434025, Lng: -94.943919), Route carried "under" structure: State highway 3053, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 6,060 (year 2013), Truck Traffic: 3%, Features Intersected: FM 3053, Facility Carried by Structure: IH 20 WB
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 8.171, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Find on map >> Show street view
Structure Number: 100930049507225, Location: 1.05 MI W OF SH 135 (Lat: 32.433817, Lng: -94.943808), Route carried "under" structure: State highway 3053, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 6,060 (year 2013), Truck Traffic: 3%, Features Intersected: FM 3053, Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 8.192, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 100930049507225, Location: 1.05 MI W OF SH 135 (Lat: 32.433817, Lng: -94.943808), Route carried "under" structure: State highway 3053, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 6,060 (year 2013), Truck Traffic: 3%, Features Intersected: FM 3053, Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 8.192, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Find on map >> Show street view
Structure Number: 100930049507226, Location: 3.65 MI W OF SH 42 (Lat: 32.432481, Lng: -94.925361), Route carried "under" structure: Interstate 20, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 33,400 (year 2013), Truck Traffic: 38%, Features Intersected: IH 20, Facility Carried by Structure: SH 135
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 5.683, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 100930049507226, Location: 3.65 MI W OF SH 42 (Lat: 32.432481, Lng: -94.925361), Route carried "under" structure: Interstate 20, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 33,400 (year 2013), Truck Traffic: 38%, Features Intersected: IH 20, Facility Carried by Structure: SH 135
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 5.683, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Find on map >> Show street view
Structure Number: 100930049507229, Location: 3.30 MI W OF SH 42 (Lat: 32.432447, Lng: -94.919547), Route carried "under" structure: Interstate 20, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 32,550 (year 2013), Truck Traffic: 26%, Features Intersected: IH 20
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 6.243, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 100930049507229, Location: 3.30 MI W OF SH 42 (Lat: 32.432447, Lng: -94.919547), Route carried "under" structure: Interstate 20, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 32,550 (year 2013), Truck Traffic: 26%, Features Intersected: IH 20
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 6.243, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Find on map >> Show street view
Structure Number: 102120049506238, Location: 7.2 MI E OF US 271 (Lat: 32.436794, Lng: -95.011528), Route carried "under" structure: Interstate 20, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 28,260 (year 2013), Truck Traffic: 38%, Features Intersected: IH 20, Facility Carried by Structure: CR 3116 (Philpot R
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 56.126, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 102120049506238, Location: 7.2 MI E OF US 271 (Lat: 32.436794, Lng: -95.011528), Route carried "under" structure: Interstate 20, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 28,260 (year 2013), Truck Traffic: 38%, Features Intersected: IH 20, Facility Carried by Structure: CR 3116 (Philpot R
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 56.126, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Find on map >> Show street view
Structure Number: 102120049506239, Location: 8.5 MI E OF US 271 (Lat: 32.436103, Lng: -94.989606), Route carried "under" structure: Interstate 20, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 28,260 (year 2013), Truck Traffic: 38%, Features Intersected: IH 20, Facility Carried by Structure: CR 3111
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 58.173, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 102120049506239, Location: 8.5 MI E OF US 271 (Lat: 32.436103, Lng: -94.989606), Route carried "under" structure: Interstate 20, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 28,260 (year 2013), Truck Traffic: 38%, Features Intersected: IH 20, Facility Carried by Structure: CR 3111
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 58.173, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)