Bridge Statistics for Bullard, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 75ft / 23.5mTotal length
- $10,000Total costs
- 53,380Total average daily traffic
- 2,627Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bullard
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 11980-1989
- 11990-1999
- 22000-2009
- 42010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 80.0%Good
- Bridge Condition - Superstructure
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 20.0%Good
- 60.0%Satisfactory
- Bridge Condition - Channel
- 28.6%Good
- 42.9%Satisfactory
- 28.6%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 102120019101012, Location: 1.0 MI S OF FM 346 (Lat: 32.192206, Lng: -95.319383), Route carried "on" structure: US 69, Year Built: 1956, Year Reconstructed: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 19,322 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 24,030 (year 2033), Features Intersected: HENSHAW CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.199, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: March 2021
Structure Number: 102120019101012, Location: 1.0 MI S OF FM 346 (Lat: 32.192206, Lng: -95.319383), Route carried "on" structure: US 69, Year Built: 1956, Year Reconstructed: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 19,322 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 24,030 (year 2033), Features Intersected: HENSHAW CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.199, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: March 2021
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Structure Number: 102120019101013, Location: 2.9 MI S OF FM 346 (Lat: 32.165447, Lng: -95.314886), Route carried "on" structure: US 69, Year Built: 1956, Year Reconstructed: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,012 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 18,470 (year 2033), Features Intersected: DEANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.205, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, 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: 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: March 2021
Structure Number: 102120019101013, Location: 2.9 MI S OF FM 346 (Lat: 32.165447, Lng: -95.314886), Route carried "on" structure: US 69, Year Built: 1956, Year Reconstructed: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,012 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 18,470 (year 2033), Features Intersected: DEANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.205, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, 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: 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: March 2021
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Structure Number: 102120019101018, Location: 1.65 MI NW OF FM 2493 (Lat: 32.139711, Lng: -95.311272), Route carried "on" structure: US 69, Year Built: 2011, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 12,861 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,470 (year 2033), Design Load: HL 93, Features Intersected: FM 344
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.036, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 102120019101018, Location: 1.65 MI NW OF FM 2493 (Lat: 32.139711, Lng: -95.311272), Route carried "on" structure: US 69, Year Built: 2011, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 12,861 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,470 (year 2033), Design Load: HL 93, Features Intersected: FM 344
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.036, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 102120092701005, Location: 3.2 MI NE OF US 69 (Lat: 32.165944, Lng: -95.268039), Route carried "on" structure: State highway 344, Year Built: 1984, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 3,145 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,990 (year 2033), Design Load: HS 20, Features Intersected: WEST MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102120092701005, Location: 3.2 MI NE OF US 69 (Lat: 32.165944, Lng: -95.268039), Route carried "on" structure: State highway 344, Year Built: 1984, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 3,145 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,990 (year 2033), Design Load: HS 20, Features Intersected: WEST MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102120AA0113101, Location: 2.20 MI E OF US 69 (Lat: 32.176544, Lng: -95.283025), Route carried "on" structure: County highway 113, Year Built: 1993, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 110 (year 2009), Average Future Daily Traffic: 100 (year 2029), Features Intersected: W MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 102120AA0113101, Location: 2.20 MI E OF US 69 (Lat: 32.176544, Lng: -95.283025), Route carried "on" structure: County highway 113, Year Built: 1993, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 110 (year 2009), Average Future Daily Traffic: 100 (year 2029), Features Intersected: W MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 102120AA0113102, Location: 1.3 MI E of US 69 (Lat: 32.171786, Lng: -95.297508), Route carried "on" structure: County highway 113, Year Built: 2011, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 140 (year 2011), Average Future Daily Traffic: 200 (year 2031), Features Intersected: DEAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120AA0113102, Location: 1.3 MI E of US 69 (Lat: 32.171786, Lng: -95.297508), Route carried "on" structure: County highway 113, Year Built: 2011, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 140 (year 2011), Average Future Daily Traffic: 200 (year 2031), Features Intersected: DEAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120AA0129102, Location: 0.85 MI E OF US 69 (Lat: 32.187872, Lng: -95.306086), Route carried "on" structure: County highway 129, Year Built: 2003, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 90 (year 2010), Average Future Daily Traffic: 150 (year 2028), Features Intersected: WEST MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102120AA0129102, Location: 0.85 MI E OF US 69 (Lat: 32.187872, Lng: -95.306086), Route carried "on" structure: County highway 129, Year Built: 2003, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 90 (year 2010), Average Future Daily Traffic: 150 (year 2028), Features Intersected: WEST MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 102120AA0145101, Location: 0.65 MI SW OF US 69 (Lat: 32.165594, Lng: -95.316256), Route carried "on" structure: County highway 145, Year Built: 2004, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 2010), Average Future Daily Traffic: 75 (year 2028), Features Intersected: DEAN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $10,000
Structure Number: 102120AA0145101, Location: 0.65 MI SW OF US 69 (Lat: 32.165594, Lng: -95.316256), Route carried "on" structure: County highway 145, Year Built: 2004, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 2010), Average Future Daily Traffic: 75 (year 2028), Features Intersected: DEAN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $10,000
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Structure Number: 102120019101018, Location: 1.65 MI NW OF FM 2493 (Lat: 32.139711, Lng: -95.311272), Route carried "under" structure: State highway 344, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 5,420 (year 2013), Truck Traffic: 2%, Features Intersected: FM 344, Facility Carried by Structure: US 69
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 23.036, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 102120019101018, Location: 1.65 MI NW OF FM 2493 (Lat: 32.139711, Lng: -95.311272), Route carried "under" structure: State highway 344, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 5,420 (year 2013), Truck Traffic: 2%, Features Intersected: FM 344, Facility Carried by Structure: US 69
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 23.036, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 121700351007172, Location: 1.05 MI W OF FM 1314 (Lat: 32.137528, Lng: -95.307844), Route carried "under" structure: City street , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 200 (year 2016), Features Intersected: RIVERWALK DRIVE, Facility Carried by Structure: SH 99 WB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 121700351007172, Location: 1.05 MI W OF FM 1314 (Lat: 32.137528, Lng: -95.307844), Route carried "under" structure: City street , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 200 (year 2016), Features Intersected: RIVERWALK DRIVE, Facility Carried by Structure: SH 99 WB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)