Bridge Statistics for Gholson, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 180ft / 55.2mTotal length
- $7,047,000Total costs
- 27,805Total average daily traffic
- 2,729Total average daily truck traffic
- 35,775Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gholson
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 41950-1959
- 41960-1969
- 21970-1979
- 41990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 90.9%Good
- 9.1%Satisfactory
- Bridge Condition - Superstructure
- 9.1%Very good
- 45.5%Good
- 45.5%Satisfactory
- Bridge Condition - Substructure
- 63.6%Good
- 36.4%Satisfactory
- Bridge Condition - Channel
- 33.3%Good
- 55.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 57.1%Good
- 42.9%Satisfactory
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Structure Number: 90180AA0239001, Location: 1.40 MI NE OF FM 2490 (Lat: 31.745183, Lng: -97.298144), Route carried "on" structure: County highway 3660, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 191 (year 2020), Average Future Daily Traffic: 100 (year 2036), Design Load: HS 20, Features Intersected: SHEEK CRK #14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $70,000, Total Project Cost: $349,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 90180AA0239001, Location: 1.40 MI NE OF FM 2490 (Lat: 31.745183, Lng: -97.298144), Route carried "on" structure: County highway 3660, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 191 (year 2020), Average Future Daily Traffic: 100 (year 2036), Design Load: HS 20, Features Intersected: SHEEK CRK #14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $70,000, Total Project Cost: $349,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100230502003, Location: 1.7 MI W OF MCLENNAN CL (Lat: 31.791817, Lng: -97.214672), Route carried "on" structure: State highway 2114, Year Built: 1964, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,415 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,930 (year 2039), Design Load: HS 20, Features Intersected: TRIB AQUILLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000
Structure Number: 91100230502003, Location: 1.7 MI W OF MCLENNAN CL (Lat: 31.791817, Lng: -97.214672), Route carried "on" structure: State highway 2114, Year Built: 1964, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,415 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,930 (year 2039), Design Load: HS 20, Features Intersected: TRIB AQUILLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000
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Structure Number: 91610020907047, Location: 4.1 Mi NW of FM 308 (Lat: 31.686736, Lng: -97.177353), Route carried "on" structure: State highway 933, Year Built: 1953, Year Reconstructed: 1993, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,879 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,410 (year 2033), Features Intersected: Aquilla Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.876, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable 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: Febuary 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $200,000, Total Project Cost: $800,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91610020907047, Location: 4.1 Mi NW of FM 308 (Lat: 31.686736, Lng: -97.177353), Route carried "on" structure: State highway 933, Year Built: 1953, Year Reconstructed: 1993, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,879 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,410 (year 2033), Features Intersected: Aquilla Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.876, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable 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: Febuary 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $200,000, Total Project Cost: $800,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610020907048, Location: 4.5 Mi NE of FM 308 (Lat: 31.685314, Lng: -97.184156), Route carried "on" structure: State highway 933, Year Built: 1953, Year Reconstructed: 1993, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 3,879 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,330 (year 2037), Features Intersected: Aquilla Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.173, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.72m (31.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $300,000, Total Project Cost: $1,500,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91610020907048, Location: 4.5 Mi NE of FM 308 (Lat: 31.685314, Lng: -97.184156), Route carried "on" structure: State highway 933, Year Built: 1953, Year Reconstructed: 1993, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 3,879 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,330 (year 2037), Features Intersected: Aquilla Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.173, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.72m (31.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $300,000, Total Project Cost: $1,500,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610020907054, Location: 3.50 Mi S of Hill C/L (Lat: 31.725081, Lng: -97.225656), Route carried "on" structure: State highway 933, Year Built: 1957, Year Reconstructed: 2006, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,087 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,030 (year 2037), Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.570, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 18.3m (60.0ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91610020907054, Location: 3.50 Mi S of Hill C/L (Lat: 31.725081, Lng: -97.225656), Route carried "on" structure: State highway 933, Year Built: 1957, Year Reconstructed: 2006, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,087 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,030 (year 2037), Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.570, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 18.3m (60.0ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610020907055, Location: 0.90 Mi S of Hill C/L (Lat: 31.759464, Lng: -97.229283), Route carried "on" structure: State highway 933, Year Built: 1957, Year Reconstructed: 2006, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 2,087 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,030 (year 2037), Features Intersected: Patten Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.437, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 17.1m (56.1ft)
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, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91610020907055, Location: 0.90 Mi S of Hill C/L (Lat: 31.759464, Lng: -97.229283), Route carried "on" structure: State highway 933, Year Built: 1957, Year Reconstructed: 2006, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 2,087 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,030 (year 2037), Features Intersected: Patten Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.437, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 17.1m (56.1ft)
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, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610206101009, Location: 0.30 Mi NE of FM 933 (Lat: 31.720931, Lng: -97.222553), Route carried "on" structure: State highway 1858, Year Built: 1961, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,300 (year 2033), Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91610206101009, Location: 0.30 Mi NE of FM 933 (Lat: 31.720931, Lng: -97.222553), Route carried "on" structure: State highway 1858, Year Built: 1961, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,300 (year 2033), Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9161020610101, Location: 1.00 Mi NE of FM 933 (Lat: 31.726014, Lng: -97.211889), Route carried "on" structure: State highway 1858, Year Built: 1961, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,300 (year 2033), Design Load: H 15, Features Intersected: Aquilla Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.579, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,088,000, Roadway Improvement Cost: $272,000, Total Project Cost: $1,360,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9161020610101, Location: 1.00 Mi NE of FM 933 (Lat: 31.726014, Lng: -97.211889), Route carried "on" structure: State highway 1858, Year Built: 1961, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,300 (year 2033), Design Load: H 15, Features Intersected: Aquilla Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.579, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,088,000, Roadway Improvement Cost: $272,000, Total Project Cost: $1,360,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610239602004, Location: 6.0 Mi NW of FM 1637 (Lat: 31.703133, Lng: -97.295111), Route carried "on" structure: State highway 2490, Year Built: 1964, Year Reconstructed: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,856 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,900 (year 2037), Design Load: HS 20, Features Intersected: Trib Childress Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.384, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91610239602004, Location: 6.0 Mi NW of FM 1637 (Lat: 31.703133, Lng: -97.295111), Route carried "on" structure: State highway 2490, Year Built: 1964, Year Reconstructed: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,856 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,900 (year 2037), Design Load: HS 20, Features Intersected: Trib Childress Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.384, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610239602006, Location: 6.1 Mi NW of FM 1637 (Lat: 31.706003, Lng: -97.294878), Route carried "on" structure: State highway 2490, Year Built: 1998, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,856 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,680 (year 2033), Design Load: HS 20, Features Intersected: Childress Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.072, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 91610239602006, Location: 6.1 Mi NW of FM 1637 (Lat: 31.706003, Lng: -97.294878), Route carried "on" structure: State highway 2490, Year Built: 1998, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 3,856 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,680 (year 2033), Design Load: HS 20, Features Intersected: Childress Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.072, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 91610239602007, Location: 4.7 Mi NW of FM 1637 (Lat: 31.688200, Lng: -97.286192), Route carried "on" structure: State highway 2490, Year Built: 1998, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,856 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,680 (year 2033), Design Load: HS 20, Features Intersected: Eagle Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 91610239602007, Location: 4.7 Mi NW of FM 1637 (Lat: 31.688200, Lng: -97.286192), Route carried "on" structure: State highway 2490, Year Built: 1998, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,856 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,680 (year 2033), Design Load: HS 20, Features Intersected: Eagle Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 91610AA0376004, Location: 1.05 MI NW OF FM 3434 (Lat: 31.669564, Lng: -97.243819), Route carried "on" structure: County highway 402, Year Built: 1940, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 790 (year 2020), Average Future Daily Traffic: 1,000 (year 2036), Features Intersected: ROCK CRK #359, Facility Carried by Structure: ROCK CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $62,000, Total Project Cost: $313,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91610AA0376004, Location: 1.05 MI NW OF FM 3434 (Lat: 31.669564, Lng: -97.243819), Route carried "on" structure: County highway 402, Year Built: 1940, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 790 (year 2020), Average Future Daily Traffic: 1,000 (year 2036), Features Intersected: ROCK CRK #359, Facility Carried by Structure: ROCK CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $62,000, Total Project Cost: $313,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610AA0428001, Location: 1.85 MI SE OF FM 1858 (Lat: 31.713469, Lng: -97.175075), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 75 (year 2016), Average Future Daily Traffic: 130 (year 2036), Features Intersected: ELM CRK #564, Facility Carried by Structure: ROGERS HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $62,000, Total Project Cost: $313,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91610AA0428001, Location: 1.85 MI SE OF FM 1858 (Lat: 31.713469, Lng: -97.175075), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 75 (year 2016), Average Future Daily Traffic: 130 (year 2036), Features Intersected: ELM CRK #564, Facility Carried by Structure: ROGERS HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $62,000, Total Project Cost: $313,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610AA0428002, Location: 0.60 MI NW OF FM 1858 (Lat: 31.740339, Lng: -97.203844), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 288 (year 2020), Average Future Daily Traffic: 300 (year 2036), Design Load: HS 20, Features Intersected: AQUILLA CRK #565, Facility Carried by Structure: ROGERS HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $796,000, Roadway Improvement Cost: $199,000, Total Project Cost: $995,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91610AA0428002, Location: 0.60 MI NW OF FM 1858 (Lat: 31.740339, Lng: -97.203844), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 288 (year 2020), Average Future Daily Traffic: 300 (year 2036), Design Load: HS 20, Features Intersected: AQUILLA CRK #565, Facility Carried by Structure: ROGERS HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $796,000, Roadway Improvement Cost: $199,000, Total Project Cost: $995,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610AA0440002, Location: 0.60 MI SW OF FM 933 (Lat: 31.767819, Lng: -97.232069), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 156 (year 2020), Average Future Daily Traffic: 250 (year 2036), Design Load: HS 20, Features Intersected: PATTEN BRANCH #569, Facility Carried by Structure: PATTEN LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91610AA0440002, Location: 0.60 MI SW OF FM 933 (Lat: 31.767819, Lng: -97.232069), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 156 (year 2020), Average Future Daily Traffic: 250 (year 2036), Design Load: HS 20, Features Intersected: PATTEN BRANCH #569, Facility Carried by Structure: PATTEN LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610AA0440003, Location: 1.05 MI NE OF FM 933 (Lat: 31.779244, Lng: -97.209142), Route carried "on" structure: County highway , Year Built: 1972, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 210 (year 2036), Features Intersected: AQUILLA CRK TRIB #571, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.197, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $41,000, Total Project Cost: $208,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91610AA0440003, Location: 1.05 MI NE OF FM 933 (Lat: 31.779244, Lng: -97.209142), Route carried "on" structure: County highway , Year Built: 1972, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 210 (year 2036), Features Intersected: AQUILLA CRK TRIB #571, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.197, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $41,000, Total Project Cost: $208,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91610AA0842001, Location: 0.3 MI E OF FM 2490 (Lat: 31.689553, Lng: -97.272775), Route carried "on" structure: County highway , Year Built: 2004, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 104 (year 2013), Average Future Daily Traffic: 120 (year 2035), Features Intersected: EAGLE CREEK #925, Facility Carried by Structure: COMANCHE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91610AA0842001, Location: 0.3 MI E OF FM 2490 (Lat: 31.689553, Lng: -97.272775), Route carried "on" structure: County highway , Year Built: 2004, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 104 (year 2013), Average Future Daily Traffic: 120 (year 2035), Features Intersected: EAGLE CREEK #925, Facility Carried by Structure: COMANCHE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91610AA0944001, Location: 0.15 MI S OF FM 1858 (Lat: 31.720022, Lng: -97.219433), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 75 (year 2036), Features Intersected: DRY CRK #554, Facility Carried by Structure: QUILLIAN TRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91610AA0944001, Location: 0.15 MI S OF FM 1858 (Lat: 31.720022, Lng: -97.219433), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 75 (year 2036), Features Intersected: DRY CRK #554, Facility Carried by Structure: QUILLIAN TRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous