Bridge Statistics for Sunset, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 36Number of bridges
- 266ft / 80.8mTotal length
- $877,000Total costs
- 126,601Total average daily traffic
- 35,441Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sunset
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 11960-1969
- 141970-1979
- 41980-1989
- 61990-1999
- 72000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 21980-1989
- Bridge Condition - Deck
- 80.8%Good
- 15.4%Satisfactory
- 3.8%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 53.8%Good
- 38.5%Satisfactory
- Bridge Condition - Substructure
- 34.6%Good
- 61.5%Satisfactory
- 3.8%Fair
- Bridge Condition - Channel
- 3.6%Very good
- 46.4%Good
- 46.4%Satisfactory
- 3.6%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 22490035102002, Location: 1.7 MILES SOUTH OF FM3264 (Lat: 33.411981, Lng: -97.811267), Route carried "on" structure: State highway 101, Year Built: 1935, Year Reconstructed: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,648 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,560 (year 2033), Features Intersected: TRIB TO BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.747, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 22490035102002, Location: 1.7 MILES SOUTH OF FM3264 (Lat: 33.411981, Lng: -97.811267), Route carried "on" structure: State highway 101, Year Built: 1935, Year Reconstructed: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,648 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,560 (year 2033), Features Intersected: TRIB TO BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.747, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: 22490AA0161001, Location: 0.5 MI S OF SH101 (Lat: 33.430281, Lng: -97.787056), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 171 (year 2036), Features Intersected: BIG SANDY CREEK, Facility Carried by Structure: ECHO RD PCT 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, 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: 18.3m (60.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Total Project Cost: $17,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22490AA0161001, Location: 0.5 MI S OF SH101 (Lat: 33.430281, Lng: -97.787056), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 171 (year 2036), Features Intersected: BIG SANDY CREEK, Facility Carried by Structure: ECHO RD PCT 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, 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: 18.3m (60.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Total Project Cost: $17,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22490AA0166001, Location: 2.0 MI. E. OF SH 101 (Lat: 33.412392, Lng: -97.775728), Route carried "on" structure: County highway 1790, Year Built: 2003, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 125 (year 2036), Design Load: HS 20, Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.5m (41.0ft)
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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22490AA0166001, Location: 2.0 MI. E. OF SH 101 (Lat: 33.412392, Lng: -97.775728), Route carried "on" structure: County highway 1790, Year Built: 2003, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 125 (year 2036), Design Load: HS 20, Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.5m (41.0ft)
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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22490AA0167001, Location: 2.27 MI. W. OF US 287 (Lat: 33.385261, Lng: -97.755761), Route carried "on" structure: County highway 1591, Year Built: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 114 (year 2036), Design Load: HL 93, Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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: 22490AA0167001, Location: 2.27 MI. W. OF US 287 (Lat: 33.385261, Lng: -97.755761), Route carried "on" structure: County highway 1591, Year Built: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 114 (year 2036), Design Load: HL 93, Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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: 22490AA0168001, Location: 1.3 MI W OF US 287 (Lat: 33.387444, Lng: -97.747792), Route carried "on" structure: County highway 1596, Year Built: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 136 (year 2016), Average Future Daily Traffic: 194 (year 2036), Features Intersected: TRIB OF BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22490AA0168001, Location: 1.3 MI W OF US 287 (Lat: 33.387444, Lng: -97.747792), Route carried "on" structure: County highway 1596, Year Built: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 136 (year 2016), Average Future Daily Traffic: 194 (year 2036), Features Intersected: TRIB OF BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22490AA0190001, Location: 0.9 MI NE OF US 287 (Lat: 33.409350, Lng: -97.724025), Route carried "on" structure: County highway 2898, Year Built: 1947, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 132 (year 2019), Average Future Daily Traffic: 262 (year 2036), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $43,000, Total Project Cost: $202,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22490AA0190001, Location: 0.9 MI NE OF US 287 (Lat: 33.409350, Lng: -97.724025), Route carried "on" structure: County highway 2898, Year Built: 1947, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 132 (year 2019), Average Future Daily Traffic: 262 (year 2036), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $43,000, Total Project Cost: $202,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22490AA0197001, Location: 2.6 MI. N. OF FM 1655 (Lat: 33.422650, Lng: -97.697344), Route carried "on" structure: County highway 2788, Year Built: 2006, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 114 (year 2036), Design Load: HS 20, Features Intersected: TRIB OF BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, 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: 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, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22490AA0197001, Location: 2.6 MI. N. OF FM 1655 (Lat: 33.422650, Lng: -97.697344), Route carried "on" structure: County highway 2788, Year Built: 2006, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 114 (year 2036), Design Load: HS 20, Features Intersected: TRIB OF BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, 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: 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, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31690001305044, Location: 0.5 MI N OF FRUITLAND RD (Lat: 33.497333, Lng: -97.805261), Route carried "on" structure: ServiceUS 81, Year Built: 1972, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 30 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 40 (year 2033), Design Load: HS 20, Features Intersected: MIDDLE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.709, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.4m (37.4ft)
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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $88,000, Total Project Cost: $196,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31690001305044, Location: 0.5 MI N OF FRUITLAND RD (Lat: 33.497333, Lng: -97.805261), Route carried "on" structure: ServiceUS 81, Year Built: 1972, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 30 (year 2013), Truck Traffic: 19%, Average Future Daily Traffic: 40 (year 2033), Design Load: HS 20, Features Intersected: MIDDLE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.709, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.4m (37.4ft)
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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $88,000, Total Project Cost: $196,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31690001305045, Location: 0.2 MI N OF FRUITLAND RD (Lat: 33.492386, Lng: -97.802858), Route carried "on" structure: US 81, Year Built: 1972, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 19,940 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 30,400 (year 2033), Design Load: HS 20, Features Intersected: MIDDLE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.264, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020
Structure Number: 31690001305045, Location: 0.2 MI N OF FRUITLAND RD (Lat: 33.492386, Lng: -97.802858), Route carried "on" structure: US 81, Year Built: 1972, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 19,940 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 30,400 (year 2033), Design Load: HS 20, Features Intersected: MIDDLE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.264, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020
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Structure Number: 31690001305046, Location: 4.2 MI SE OF SH 101 (Lat: 33.491717, Lng: -97.801981), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 150 (year 2020), Average Future Daily Traffic: 300 (year 2030), Design Load: H 15, Features Intersected: US 81/US 287, Facility Carried by Structure: FRUITLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.6 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31690001305046, Location: 4.2 MI SE OF SH 101 (Lat: 33.491717, Lng: -97.801981), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 150 (year 2020), Average Future Daily Traffic: 300 (year 2030), Design Load: H 15, Features Intersected: US 81/US 287, Facility Carried by Structure: FRUITLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.6 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31690001305047, Location: 4.2 MI E OF SH 101 (Lat: 33.490942, Lng: -97.802847), Route carried "on" structure: US 81, Year Built: 1972, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 11,000 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 15,880 (year 2030), Design Load: HS 20, Features Intersected: MIDDLE CREEK TRIBUTARY, Facility Carried by Structure: FRUITLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.412, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 31690001305047, Location: 4.2 MI E OF SH 101 (Lat: 33.490942, Lng: -97.802847), Route carried "on" structure: US 81, Year Built: 1972, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 11,000 (year 2010), Truck Traffic: 23%, Average Future Daily Traffic: 15,880 (year 2030), Design Load: HS 20, Features Intersected: MIDDLE CREEK TRIBUTARY, Facility Carried by Structure: FRUITLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.412, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 31690001305048, Location: 0.1 MI SE OF FRUITLAND RD (Lat: 33.489725, Lng: -97.801819), Route carried "on" structure: ServiceUS 81, Year Built: 1972, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 40 (year 2033), Design Load: HS 20, Features Intersected: MIDDLE CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.555, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2020
Structure Number: 31690001305048, Location: 0.1 MI SE OF FRUITLAND RD (Lat: 33.489725, Lng: -97.801819), Route carried "on" structure: ServiceUS 81, Year Built: 1972, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 40 (year 2033), Design Load: HS 20, Features Intersected: MIDDLE CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.555, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2020
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Structure Number: 31690001305049, Location: 1.7 MI NW OF SH 101 (Lat: 33.473428, Lng: -97.788311), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 80 (year 2010), Average Future Daily Traffic: 100 (year 2030), Design Load: H 15, Features Intersected: US 81/US 287, Facility Carried by Structure: LAWHORN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31690001305049, Location: 1.7 MI NW OF SH 101 (Lat: 33.473428, Lng: -97.788311), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 80 (year 2010), Average Future Daily Traffic: 100 (year 2030), Design Load: H 15, Features Intersected: US 81/US 287, Facility Carried by Structure: LAWHORN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3169000130505, Location: AT JCT SH 101 ON US 81 (Lat: 33.450781, Lng: -97.774733), Route carried "on" structure: State highway 101, Year Built: 1972, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 2,521 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,940 (year 2033), Design Load: H 20, Features Intersected: US 81/US 287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.359, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3169000130505, Location: AT JCT SH 101 ON US 81 (Lat: 33.450781, Lng: -97.774733), Route carried "on" structure: State highway 101, Year Built: 1972, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 2,521 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,940 (year 2033), Design Load: H 20, Features Intersected: US 81/US 287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.359, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31690001305051, Location: AT JCT SPUR 511 ON US 81 (Lat: 33.437717, Lng: -97.762650), Route carried "on" structure: State highway 511, Year Built: 1972, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 1,010 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 1,420 (year 2033), Design Load: H 20, Features Intersected: US 81/US 287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.440, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31690001305051, Location: AT JCT SPUR 511 ON US 81 (Lat: 33.437717, Lng: -97.762650), Route carried "on" structure: State highway 511, Year Built: 1972, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 1,010 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 1,420 (year 2033), Design Load: H 20, Features Intersected: US 81/US 287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.440, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31690035101001, Location: 1.5 MI SW OF US 287 (Lat: 33.435975, Lng: -97.795311), Route carried "on" structure: State highway 101, Year Built: 1948, Year Reconstructed: 1979, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,321 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 4,800 (year 2033), Design Load: H 15, Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31690035101001, Location: 1.5 MI SW OF US 287 (Lat: 33.435975, Lng: -97.795311), Route carried "on" structure: State highway 101, Year Built: 1948, Year Reconstructed: 1979, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,321 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 4,800 (year 2033), Design Load: H 15, Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31690035103011, Location: 1.4 MI. NE. OF SH 101 (Lat: 33.462517, Lng: -97.745206), Route carried "on" structure: State highway 1749, Year Built: 1969, Year Reconstructed: 1991, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 1,038 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,130 (year 2033), Design Load: H 15, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.319, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31690035103011, Location: 1.4 MI. NE. OF SH 101 (Lat: 33.462517, Lng: -97.745206), Route carried "on" structure: State highway 1749, Year Built: 1969, Year Reconstructed: 1991, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 1,038 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,130 (year 2033), Design Load: H 15, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.319, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31690AA0346002, Location: 1.4 MI SE OF FM 1125 (Lat: 33.455514, Lng: -97.838767), Route carried "on" structure: County highway 346, Year Built: 1977, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 260 (year 2030), Features Intersected: COWSKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31690AA0346002, Location: 1.4 MI SE OF FM 1125 (Lat: 33.455514, Lng: -97.838767), Route carried "on" structure: County highway 346, Year Built: 1977, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 260 (year 2030), Features Intersected: COWSKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31690AA0348002, Location: 4.0 MI SE OF FM 1125 (Lat: 33.460083, Lng: -97.826083), Route carried "on" structure: County highway 348, Year Built: 2006, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 60 (year 2030), Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31690AA0348002, Location: 4.0 MI SE OF FM 1125 (Lat: 33.460083, Lng: -97.826083), Route carried "on" structure: County highway 348, Year Built: 2006, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 60 (year 2030), Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31690AA0348003, Location: 4.4 MI SE OF FM 1125 (Lat: 33.456275, Lng: -97.821931), Route carried "on" structure: County highway 348, Year Built: 2006, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 60 (year 2030), Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.208, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31690AA0348003, Location: 4.4 MI SE OF FM 1125 (Lat: 33.456275, Lng: -97.821931), Route carried "on" structure: County highway 348, Year Built: 2006, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 60 (year 2030), Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.208, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31690AA0348004, Location: 5.7 MI SE OF FM 1125 (Lat: 33.448533, Lng: -97.807103), Route carried "on" structure: County highway 348, Year Built: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 40 (year 2030), Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31690AA0348004, Location: 5.7 MI SE OF FM 1125 (Lat: 33.448533, Lng: -97.807103), Route carried "on" structure: County highway 348, Year Built: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2010), Average Future Daily Traffic: 40 (year 2030), Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31690AA0349001, Location: 0.5 MI W OF US 287 (Lat: 33.451325, Lng: -97.785581), Route carried "on" structure: County highway 349, Year Built: 2013, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 108 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2027), Design Load: HL 93, Features Intersected: BRANCH SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 31690AA0349001, Location: 0.5 MI W OF US 287 (Lat: 33.451325, Lng: -97.785581), Route carried "on" structure: County highway 349, Year Built: 2013, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 108 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2027), Design Load: HL 93, Features Intersected: BRANCH SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31690AA0354001, Location: 3.2 MI SW OF US 81 (Lat: 33.467731, Lng: -97.824000), Route carried "on" structure: County highway 354, Year Built: 2000, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 40 (year 2030), Features Intersected: RED OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31690AA0354001, Location: 3.2 MI SW OF US 81 (Lat: 33.467731, Lng: -97.824000), Route carried "on" structure: County highway 354, Year Built: 2000, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 40 (year 2030), Features Intersected: RED OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31690AA0354002, Location: 0.4 MI SW OF US 287 (Lat: 33.486939, Lng: -97.807619), Route carried "on" structure: County highway 354, Year Built: 1978, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 220 (year 2030), Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31690AA0354002, Location: 0.4 MI SW OF US 287 (Lat: 33.486939, Lng: -97.807619), Route carried "on" structure: County highway 354, Year Built: 1978, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 220 (year 2030), Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31690AA0354003, Location: 1.3 MI NE OF SH 101 (Lat: 33.500981, Lng: -97.778297), Route carried "on" structure: County highway 354, Year Built: 2001, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 140 (year 2030), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, 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: 18.0m (59.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31690AA0354003, Location: 1.3 MI NE OF SH 101 (Lat: 33.500981, Lng: -97.778297), Route carried "on" structure: County highway 354, Year Built: 2001, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 140 (year 2030), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, 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: 18.0m (59.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31690AA0364001, Location: 0.25 MI NW OF FM 1749 (Lat: 33.473231, Lng: -97.729408), Route carried "on" structure: County highway 364, Year Built: 1993, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 157 (year 2020), Average Future Daily Traffic: 400 (year 2030), Features Intersected: BRANCH BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $5,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31690AA0364001, Location: 0.25 MI NW OF FM 1749 (Lat: 33.473231, Lng: -97.729408), Route carried "on" structure: County highway 364, Year Built: 1993, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 157 (year 2020), Average Future Daily Traffic: 400 (year 2030), Features Intersected: BRANCH BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $5,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31690AA0468001, Location: 1.2 MI E OF SUNSET (Lat: 33.453919, Lng: -97.744525), Route carried "on" structure: County highway 468, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2030), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $56,000, Total Project Cost: $184,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31690AA0468001, Location: 1.2 MI E OF SUNSET (Lat: 33.453919, Lng: -97.744525), Route carried "on" structure: County highway 468, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2030), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $56,000, Total Project Cost: $184,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31690AA0469001, Location: 1.1 MI N OF SH 101 (Lat: 33.469022, Lng: -97.761708), Route carried "on" structure: County highway 469, Year Built: 1983, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 160 (year 2030), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31690AA0469001, Location: 1.1 MI N OF SH 101 (Lat: 33.469022, Lng: -97.761708), Route carried "on" structure: County highway 469, Year Built: 1983, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 160 (year 2030), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31690AA0469002, Location: 1.0 MI NW OF FM 1749 (Lat: 33.467300, Lng: -97.763589), Route carried "on" structure: County highway 469, Year Built: 1996, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 160 (year 2030), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31690AA0469002, Location: 1.0 MI NW OF FM 1749 (Lat: 33.467300, Lng: -97.763589), Route carried "on" structure: County highway 469, Year Built: 1996, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 160 (year 2030), Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31690AA0471001, Location: 0.9 MI SE FRUITLAND RD (Lat: 33.493394, Lng: -97.765408), Route carried "on" structure: County highway 471, Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 40 (year 2030), Features Intersected: BRANCH BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 8.5m (27.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31690AA0471001, Location: 0.9 MI SE FRUITLAND RD (Lat: 33.493394, Lng: -97.765408), Route carried "on" structure: County highway 471, Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 40 (year 2030), Features Intersected: BRANCH BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 8.5m (27.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31690AA0472001, Location: 0.4 MI NE SMYRNA ROAD (Lat: 33.480914, Lng: -97.728528), Route carried "on" structure: County highway 472, Year Built: 1997, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 80 (year 2030), Features Intersected: BRANCH BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, 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: 11.6m (38.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31690AA0472001, Location: 0.4 MI NE SMYRNA ROAD (Lat: 33.480914, Lng: -97.728528), Route carried "on" structure: County highway 472, Year Built: 1997, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 80 (year 2030), Features Intersected: BRANCH BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, 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: 11.6m (38.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31690AA0473001, Location: 0.3 MI NE OF FM 1749 (Lat: 33.464439, Lng: -97.746672), Route carried "on" structure: County highway 473, Year Built: 1999, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 20 (year 2030), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31690AA0473001, Location: 0.3 MI NE OF FM 1749 (Lat: 33.464439, Lng: -97.746672), Route carried "on" structure: County highway 473, Year Built: 1999, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 20 (year 2030), Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31690001305046, Location: 4.2 MI SE OF SH 101 (Lat: 33.491717, Lng: -97.801981), Route carried "under" structure: US 81, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 21,710 (year 2013), Truck Traffic: 18%, Features Intersected: US 81 / US 287, Facility Carried by Structure: FRUITLAND RD
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 11.412, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 31690001305046, Location: 4.2 MI SE OF SH 101 (Lat: 33.491717, Lng: -97.801981), Route carried "under" structure: US 81, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 21,710 (year 2013), Truck Traffic: 18%, Features Intersected: US 81 / US 287, Facility Carried by Structure: FRUITLAND RD
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 11.412, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 31690001305049, Location: 1.7 MI NW OF SH 101 (Lat: 33.473428, Lng: -97.788311), Route carried "under" structure: US 81, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 21,050 (year 2013), Truck Traffic: 39%, Features Intersected: US 81 / US 287, Facility Carried by Structure: LAWHORN RD
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 11.555, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 31690001305049, Location: 1.7 MI NW OF SH 101 (Lat: 33.473428, Lng: -97.788311), Route carried "under" structure: US 81, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 21,050 (year 2013), Truck Traffic: 39%, Features Intersected: US 81 / US 287, Facility Carried by Structure: LAWHORN RD
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 11.555, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 3169000130505, Location: AT JCT SH 101 ON US 81 (Lat: 33.450781, Lng: -97.774733), Route carried "under" structure: US 81, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 21,050 (year 2013), Truck Traffic: 39%, Features Intersected: US 81 / US 287, Facility Carried by Structure: SH 101
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 16.615, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 3169000130505, Location: AT JCT SH 101 ON US 81 (Lat: 33.450781, Lng: -97.774733), Route carried "under" structure: US 81, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 21,050 (year 2013), Truck Traffic: 39%, Features Intersected: US 81 / US 287, Facility Carried by Structure: SH 101
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 16.615, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 31690001305051, Location: AT JCT SPUR 511 ON US 81 (Lat: 33.437717, Lng: -97.762650), Route carried "under" structure: US 81, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 19,930 (year 2013), Truck Traffic: 39%, Features Intersected: US 81 / US 287, Facility Carried by Structure: SPUR 511
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 18.450, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 31690001305051, Location: AT JCT SPUR 511 ON US 81 (Lat: 33.437717, Lng: -97.762650), Route carried "under" structure: US 81, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 19,930 (year 2013), Truck Traffic: 39%, Features Intersected: US 81 / US 287, Facility Carried by Structure: SPUR 511
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 18.450, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)