Bridge Statistics for Carl's Corner, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 194ft / 59.2mTotal length
- $7,300,000Total costs
- 257,256Total average daily traffic
- 92,592Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Carl's Corner
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 11950-1959
- 61960-1969
- 12000-2009
- 22010-2019
- 62020-2022
- Bridge Condition - Deck
- 20.0%Excellent
- 30.0%Very good
- 40.0%Good
- 10.0%Fair
- Bridge Condition - Superstructure
- 20.0%Excellent
- 20.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Excellent
- 20.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 53.8%Good
- 23.1%Satisfactory
- 23.1%Fair
- Bridge Condition - Culverts
- 16.7%Good
- 83.3%Satisfactory
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Structure Number: 91100001405071, Location: 7.0 MI S OF JOHNSON CL (Lat: 32.150317, Lng: -97.144678), Route carried "on" structure: State highway 81, Year Built: 1946, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,257 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,264 (year 2039), Design Load: H 15, Features Intersected: TRIB COLEMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.315, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
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, 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
Structure Number: 91100001405071, Location: 7.0 MI S OF JOHNSON CL (Lat: 32.150317, Lng: -97.144678), Route carried "on" structure: State highway 81, Year Built: 1946, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,257 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,264 (year 2039), Design Load: H 15, Features Intersected: TRIB COLEMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.315, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
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, 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
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Structure Number: 91100001423303, Location: 3.4 MI N OF IH 35E (Lat: 32.098092, Lng: -97.108786), Route carried "on" structure: State highway 35, Year Built: 1967, Status: Posted for load, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 612 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 759 (year 2039), Design Load: H 15, Features Intersected: IH 35W, Facility Carried by Structure: FM 2959
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 30.410, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: 11.83m (38.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,300,000, Roadway Improvement Cost: $300,000, Total Project Cost: $2,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100001423303, Location: 3.4 MI N OF IH 35E (Lat: 32.098092, Lng: -97.108786), Route carried "on" structure: State highway 35, Year Built: 1967, Status: Posted for load, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 612 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 759 (year 2039), Design Load: H 15, Features Intersected: IH 35W, Facility Carried by Structure: FM 2959
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 30.410, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: 11.83m (38.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,300,000, Roadway Improvement Cost: $300,000, Total Project Cost: $2,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100001423552, Location: 3.8 MI N OF IH 35E (Lat: 32.103292, Lng: -97.110442), Route carried "on" structure: Interstate 35, Year Built: 2014, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 30,926 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 49,248 (year 2039), Design Load: HL 93, Features Intersected: LOVELACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.022, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: 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: Febuary 2021
Structure Number: 91100001423552, Location: 3.8 MI N OF IH 35E (Lat: 32.103292, Lng: -97.110442), Route carried "on" structure: Interstate 35, Year Built: 2014, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 30,926 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 49,248 (year 2039), Design Load: HL 93, Features Intersected: LOVELACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.022, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: 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: Febuary 2021
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Structure Number: 91100004806023, Location: 5.4 MI NE OF IH 35 (Lat: 32.083600, Lng: -97.016394), Route carried "on" structure: US 77, Year Built: 1931, Year Reconstructed: 1960, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 1,178 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,450 (year 2033), Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.387, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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 desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91100004806023, Location: 5.4 MI NE OF IH 35 (Lat: 32.083600, Lng: -97.016394), Route carried "on" structure: US 77, Year Built: 1931, Year Reconstructed: 1960, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 1,178 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,450 (year 2033), Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.387, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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 desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9110000480907, Location: 2.0 MI NE OF FM 2959 (Lat: 32.094031, Lng: -97.026272), Route carried "on" structure: Interstate 35, Year Built: 1964, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 18,781 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 22,599 (year 2039), Design Load: HS 20, Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.053, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9110000480907, Location: 2.0 MI NE OF FM 2959 (Lat: 32.094031, Lng: -97.026272), Route carried "on" structure: Interstate 35, Year Built: 1964, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 18,781 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 22,599 (year 2039), Design Load: HS 20, Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.053, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91100004809071, Location: 2.0 MI NE OF FM 2959 (Lat: 32.094681, Lng: -97.025911), Route carried "on" structure: Interstate 35, Year Built: 1964, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 18,604 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 22,599 (year 2039), Design Load: HS 20, Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.072, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 91100004809071, Location: 2.0 MI NE OF FM 2959 (Lat: 32.094681, Lng: -97.025911), Route carried "on" structure: Interstate 35, Year Built: 1964, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 18,604 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 22,599 (year 2039), Design Load: HS 20, Features Intersected: WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.072, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91100004809072, Location: 5.6 MI NE OF IH 35W (Lat: 32.101567, Lng: -97.014064), Route carried "on" structure: Interstate 35, Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 32,899 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 45,197 (year 2039), Design Load: HS 20, Features Intersected: TRIB WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.506, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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: November 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000
Structure Number: 91100004809072, Location: 5.6 MI NE OF IH 35W (Lat: 32.101567, Lng: -97.014064), Route carried "on" structure: Interstate 35, Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 32,899 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 45,197 (year 2039), Design Load: HS 20, Features Intersected: TRIB WHITE ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.506, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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: November 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000
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Structure Number: 91100004809528, Location: 2.7 MI NE of IH 35 (Lat: 32.077831, Lng: -97.055050), Route carried "on" structure: State highway 2959, Year Built: 2020, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 221 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 265 (year 2039), Design Load: HL 93, Features Intersected: IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.922, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 91100004809528, Location: 2.7 MI NE of IH 35 (Lat: 32.077831, Lng: -97.055050), Route carried "on" structure: State highway 2959, Year Built: 2020, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 221 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 265 (year 2039), Design Load: HL 93, Features Intersected: IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.922, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 9110000480953, Location: 1.15 MI SE of FM 934 (Lat: 32.094206, Lng: -97.026100), Route carried "on" structure: Interstate 35, Year Built: 2021, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 18,832 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 22,599 (year 2039), Design Load: HL 93, Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.053, Lanes on structure: 3, Base Highway Network: Yes, Owner: Private, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 9110000480953, Location: 1.15 MI SE of FM 934 (Lat: 32.094206, Lng: -97.026100), Route carried "on" structure: Interstate 35, Year Built: 2021, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 18,832 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 22,599 (year 2039), Design Load: HL 93, Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.053, Lanes on structure: 3, Base Highway Network: Yes, Owner: Private, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 91100004809531, Location: 1.15 MI SE of FM 934 (Lat: 32.094622, Lng: -97.025672), Route carried "on" structure: Interstate 35, Year Built: 2021, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 18,832 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 22,599 (year 2039), Design Load: HL 93, Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.072, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 91100004809531, Location: 1.15 MI SE of FM 934 (Lat: 32.094622, Lng: -97.025672), Route carried "on" structure: Interstate 35, Year Built: 2021, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 18,832 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 22,599 (year 2039), Design Load: HL 93, Features Intersected: White Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.072, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 91100004809533, Location: 5.9 MI NE OF IH 35W (Lat: 32.104750, Lng: -97.010211), Route carried "on" structure: State highway 934, Year Built: 2020, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 555 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 666 (year 2039), Design Load: HL 93, Features Intersected: IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.815, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 91100004809533, Location: 5.9 MI NE OF IH 35W (Lat: 32.104750, Lng: -97.010211), Route carried "on" structure: State highway 934, Year Built: 2020, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 555 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 666 (year 2039), Design Load: HL 93, Features Intersected: IH 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.815, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 91100012103011, Location: 4.2 MI NE OF SH 171 (Lat: 32.036192, Lng: -97.014292), Route carried "on" structure: State highway 22, Year Built: 1935, Year Reconstructed: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,033 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,180 (year 2033), Features Intersected: PECAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.819, 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 91100012103011, Location: 4.2 MI NE OF SH 171 (Lat: 32.036192, Lng: -97.014292), Route carried "on" structure: State highway 22, Year Built: 1935, Year Reconstructed: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,033 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,180 (year 2033), Features Intersected: PECAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.819, 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 91100166103004, Location: 3.6 MI NW OF US 77 (Lat: 32.137500, Lng: -97.029381), Route carried "on" structure: State highway 934, Year Built: 1958, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 368 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 389 (year 2039), Features Intersected: TRIB RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.725, 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: 3, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Better than 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: November 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000
Structure Number: 91100166103004, Location: 3.6 MI NW OF US 77 (Lat: 32.137500, Lng: -97.029381), Route carried "on" structure: State highway 934, Year Built: 1958, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 368 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 389 (year 2039), Features Intersected: TRIB RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.725, 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: 3, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Better than 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: November 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000
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Structure Number: 91100303001002, Location: 2.2 MI NE OF US 81 (Lat: 32.104336, Lng: -97.095569), Route carried "on" structure: State highway 2959, Year Built: 1969, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 537 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 535 (year 2039), Design Load: HS 20, Features Intersected: LOVELACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.484, 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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
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: 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, 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: 91100303001002, Location: 2.2 MI NE OF US 81 (Lat: 32.104336, Lng: -97.095569), Route carried "on" structure: State highway 2959, Year Built: 1969, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 537 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 535 (year 2039), Design Load: HS 20, Features Intersected: LOVELACE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.484, 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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
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: 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, 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: 91100AA4235001, Location: 2.13 MI S OF FM 2959 (Lat: 32.079839, Lng: -97.085744), Route carried "on" structure: County highway 4235, Year Built: 2018, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 75 (year 2038), Features Intersected: LI'L HACKBERRY CRK #178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.573, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA4235001, Location: 2.13 MI S OF FM 2959 (Lat: 32.079839, Lng: -97.085744), Route carried "on" structure: County highway 4235, Year Built: 2018, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 75 (year 2038), Features Intersected: LI'L HACKBERRY CRK #178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.573, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100AA4333001, Location: 1.40 MI SW OF FM 934 (Lat: 32.102561, Lng: -97.031572), Route carried "on" structure: County highway 4333, Year Built: 2007, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 50 (year 2029), Features Intersected: WHITE ROCK CREEK #174A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 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: 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), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 91100AA4333001, Location: 1.40 MI SW OF FM 934 (Lat: 32.102561, Lng: -97.031572), Route carried "on" structure: County highway 4333, Year Built: 2007, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 50 (year 2029), Features Intersected: WHITE ROCK CREEK #174A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 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: 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), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91100001423303, Location: 3.4 MI N OF IH 35E (Lat: 32.098092, Lng: -97.108786), Route carried "under" structure: Interstate 35, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 35,143 (year 2019), Truck Traffic: 27%, Features Intersected: IH 35W, Facility Carried by Structure: FM 2959
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 30.410, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 91100001423303, Location: 3.4 MI N OF IH 35E (Lat: 32.098092, Lng: -97.108786), Route carried "under" structure: Interstate 35, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 35,143 (year 2019), Truck Traffic: 27%, Features Intersected: IH 35W, Facility Carried by Structure: FM 2959
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 30.410, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 91100004809528, Location: 2.7 MI NE of IH 35 (Lat: 32.077219, Lng: -97.054586), Route carried "under" structure: Interstate 35, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 37,664 (year 2019), Truck Traffic: 40%, Features Intersected: IH 35E, Facility Carried by Structure: FM 2959
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 29.797, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 91100004809528, Location: 2.7 MI NE of IH 35 (Lat: 32.077219, Lng: -97.054586), Route carried "under" structure: Interstate 35, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 37,664 (year 2019), Truck Traffic: 40%, Features Intersected: IH 35E, Facility Carried by Structure: FM 2959
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 29.797, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 91100004809533, Location: 5.9 MI NE OF IH 35W (Lat: 32.104144, Lng: -97.009731), Route carried "under" structure: Interstate 35, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 37,664 (year 2019), Truck Traffic: 40%, Features Intersected: IH 35E, Facility Carried by Structure: FM 934
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 34.979, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 91100004809533, Location: 5.9 MI NE OF IH 35W (Lat: 32.104144, Lng: -97.009731), Route carried "under" structure: Interstate 35, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 37,664 (year 2019), Truck Traffic: 40%, Features Intersected: IH 35E, Facility Carried by Structure: FM 934
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 34.979, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)