Bridge Statistics for Keene, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 272ft / 82.9mTotal length
- $15,000Total costs
- 216,329Total average daily traffic
- 36,161Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Keene
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11950-1959
- 11960-1969
- 11980-1989
- 101990-1999
- 22000-2009
- 72010-2019
- Reconstructed bridges - Historical Statistics
- 31990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Superstructure
- 40.0%Very good
- 50.0%Good
- 10.0%Satisfactory
- Bridge Condition - Substructure
- 60.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 42.9%Very good
- 28.6%Good
- 28.6%Satisfactory
- Bridge Condition - Culverts
- 11.1%Very good
- 66.7%Good
- 22.2%Satisfactory
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Structure Number: 21270025905027, Location: 0.25 MI E OF SPUR 102 (Lat: 32.388197, Lng: -97.322817), Route carried "on" structure: US 67, Year Built: 1920, Year Reconstructed: 2003, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,653 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 13,340 (year 2033), Features Intersected: KEENE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.332, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 57.2m (187.7ft)
Condition: Channel: Good, 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: October 2020
Structure Number: 21270025905027, Location: 0.25 MI E OF SPUR 102 (Lat: 32.388197, Lng: -97.322817), Route carried "on" structure: US 67, Year Built: 1920, Year Reconstructed: 2003, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19,653 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 13,340 (year 2033), Features Intersected: KEENE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.332, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 57.2m (187.7ft)
Condition: Channel: Good, 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: October 2020
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Structure Number: 21270025905029, Location: 2.0 MI W OF IH 35W (Lat: 32.402944, Lng: -97.278747), Route carried "on" structure: US 67, Year Built: 1921, Year Reconstructed: 2003, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 19,855 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 28,830 (year 2033), Features Intersected: ROBERTSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.853, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 57.0m (187.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 21270025905029, Location: 2.0 MI W OF IH 35W (Lat: 32.402944, Lng: -97.278747), Route carried "on" structure: US 67, Year Built: 1921, Year Reconstructed: 2003, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 19,855 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 28,830 (year 2033), Features Intersected: ROBERTSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.853, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Out-to-Out Width: 57.0m (187.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 21270025905071, Location: 1.5 MI E OF SH 174 (Lat: 32.383172, Lng: -97.367106), Route carried "on" structure: US 67, Year Built: 1996, Year Reconstructed: 2016, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 12,282 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 19,460 (year 2033), Design Load: HS 20, Features Intersected: EAST BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025905071, Location: 1.5 MI E OF SH 174 (Lat: 32.383172, Lng: -97.367106), Route carried "on" structure: US 67, Year Built: 1996, Year Reconstructed: 2016, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 12,282 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 19,460 (year 2033), Design Load: HS 20, Features Intersected: EAST BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025905072, Location: 2.2 MI E OF SH 174 (Lat: 32.386236, Lng: -97.351108), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 12,282 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 19,460 (year 2033), Design Load: HS 20, Features Intersected: CR 805
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025905072, Location: 2.2 MI E OF SH 174 (Lat: 32.386236, Lng: -97.351108), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 12,282 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 19,460 (year 2033), Design Load: HS 20, Features Intersected: CR 805
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025905073, Location: 0.8 MI W OF SPUR 102 (Lat: 32.385011, Lng: -97.338381), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 12,260 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 17,170 (year 2033), Design Load: HS 20, Features Intersected: FM 2280
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025905073, Location: 0.8 MI W OF SPUR 102 (Lat: 32.385011, Lng: -97.338381), Route carried "on" structure: US 67, Year Built: 1996, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 12,260 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 17,170 (year 2033), Design Load: HS 20, Features Intersected: FM 2280
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025905074, Location: 0.4 MI W OF SPUR 102 (Lat: 32.384494, Lng: -97.332058), Route carried "on" structure: Ramp State highway 67, Year Built: 1996, Status: Open, Structure Length: 13.44m (44.09ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 9,750 (year 2038), Design Load: HS 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.267, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025905074, Location: 0.4 MI W OF SPUR 102 (Lat: 32.384494, Lng: -97.332058), Route carried "on" structure: Ramp State highway 67, Year Built: 1996, Status: Open, Structure Length: 13.44m (44.09ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 9,750 (year 2038), Design Load: HS 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.267, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025905075, Location: 0.01 MI E of FM 2280 (Lat: 32.385411, Lng: -97.338239), Route carried "on" structure: ServiceUS 67, Year Built: 1996, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 12,960 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 13,010 (year 2029), Design Load: HS 20, Features Intersected: TRIB TO LOCKETT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 21270025905075, Location: 0.01 MI E of FM 2280 (Lat: 32.385411, Lng: -97.338239), Route carried "on" structure: ServiceUS 67, Year Built: 1996, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 12,960 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 13,010 (year 2029), Design Load: HS 20, Features Intersected: TRIB TO LOCKETT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
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Structure Number: 21270025905076, Location: 4.1 MI W OF IH 35 W (Lat: 32.399325, Lng: -97.289903), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 10,451 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 14,410 (year 2033), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.966, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025905076, Location: 4.1 MI W OF IH 35 W (Lat: 32.399325, Lng: -97.289903), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 10,451 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 14,410 (year 2033), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.966, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025905077, Location: 4.1 MI W OF IH 35 W (Lat: 32.398889, Lng: -97.290167), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 10,898 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 14,410 (year 2033), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025905077, Location: 4.1 MI W OF IH 35 W (Lat: 32.398889, Lng: -97.290167), Route carried "on" structure: US 67, Year Built: 2003, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 10,898 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 14,410 (year 2033), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025906063, Location: 0.7 MI S OF FM 2280 (Lat: 32.371175, Lng: -97.349294), Route carried "on" structure: State highway 67, Year Built: 1991, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 14,300 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 20,020 (year 2038), Design Load: HS 20, Features Intersected: LOCKETT BRANCH TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.870, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270025906063, Location: 0.7 MI S OF FM 2280 (Lat: 32.371175, Lng: -97.349294), Route carried "on" structure: State highway 67, Year Built: 1991, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 14,300 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 20,020 (year 2038), Design Load: HS 20, Features Intersected: LOCKETT BRANCH TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.870, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270025906064, Location: 0.1 MI S OF FM 2280 (Lat: 32.377531, Lng: -97.343328), Route carried "on" structure: State highway 67, Year Built: 1991, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 14,300 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 20,020 (year 2038), Design Load: HS 20, Features Intersected: TRIB LOCKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.870, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 21270025906064, Location: 0.1 MI S OF FM 2280 (Lat: 32.377531, Lng: -97.343328), Route carried "on" structure: State highway 67, Year Built: 1991, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 14,300 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 20,020 (year 2038), Design Load: HS 20, Features Intersected: TRIB LOCKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.870, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 21270025906096, Location: 1.5 Mi. E. of SH 174 (Lat: 32.383119, Lng: -97.367739), Route carried "on" structure: US 67, Year Built: 2016, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 6,260 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 22,440 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025906096, Location: 1.5 Mi. E. of SH 174 (Lat: 32.383119, Lng: -97.367739), Route carried "on" structure: US 67, Year Built: 2016, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 6,260 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 22,440 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025906097, Location: 1.5 Mi. E. of SH 174 (Lat: 32.382839, Lng: -97.368000), Route carried "on" structure: ServiceUS 67, Year Built: 2016, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 1,000 (year 2016), Average Future Daily Traffic: 1,500 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025906097, Location: 1.5 Mi. E. of SH 174 (Lat: 32.382839, Lng: -97.368000), Route carried "on" structure: ServiceUS 67, Year Built: 2016, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 1,000 (year 2016), Average Future Daily Traffic: 1,500 (year 2034), Design Load: HS 20, Features Intersected: E BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025906099, Location: 2.2 Mi. E. of SH 174 (Lat: 32.386000, Lng: -97.350289), Route carried "on" structure: US 67, Year Built: 2016, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 6,260 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 22,440 (year 2034), Design Load: HS 20, Features Intersected: CR 805
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 21270025906099, Location: 2.2 Mi. E. of SH 174 (Lat: 32.386000, Lng: -97.350289), Route carried "on" structure: US 67, Year Built: 2016, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 6,260 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 22,440 (year 2034), Design Load: HS 20, Features Intersected: CR 805
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 212700259061, Location: 0.8 Mi. W. of Spur 102 (Lat: 32.384789, Lng: -97.339289), Route carried "on" structure: US 67, Year Built: 2014, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,260 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 20,130 (year 2034), Design Load: HS 20, Features Intersected: FM 2280
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 212700259061, Location: 0.8 Mi. W. of Spur 102 (Lat: 32.384789, Lng: -97.339289), Route carried "on" structure: US 67, Year Built: 2014, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,260 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 20,130 (year 2034), Design Load: HS 20, Features Intersected: FM 2280
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21270025906101, Location: 0.01 Mi. E. of FM 2280 (Lat: 32.384831, Lng: -97.338811), Route carried "on" structure: ServiceUS 67, Year Built: 2014, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,100 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 12,900 (year 2034), Design Load: HL 93, Features Intersected: TRIB OF LOCKETT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21270025906101, Location: 0.01 Mi. E. of FM 2280 (Lat: 32.384831, Lng: -97.338811), Route carried "on" structure: ServiceUS 67, Year Built: 2014, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,100 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 12,900 (year 2034), Design Load: HL 93, Features Intersected: TRIB OF LOCKETT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21270211802002, Location: 3.4 MI N OF FM 917 (Lat: 32.510103, Lng: -97.428894), Route carried "on" structure: State highway 1902, Year Built: 1957, Year Reconstructed: 2018, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,656 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 7,810 (year 2033), Features Intersected: ROCK CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Very 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: Meets minimum limits, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270211802002, Location: 3.4 MI N OF FM 917 (Lat: 32.510103, Lng: -97.428894), Route carried "on" structure: State highway 1902, Year Built: 1957, Year Reconstructed: 2018, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,656 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 7,810 (year 2033), Features Intersected: ROCK CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.171, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Very 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: Meets minimum limits, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270246501001, Location: 2.1 MI N OF US-67 (Lat: 32.406119, Lng: -97.325622), Route carried "on" structure: State highway 2280, Year Built: 1962, Year Reconstructed: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,208 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,290 (year 2033), Features Intersected: TRIB OF TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.497, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270246501001, Location: 2.1 MI N OF US-67 (Lat: 32.406119, Lng: -97.325622), Route carried "on" structure: State highway 2280, Year Built: 1962, Year Reconstructed: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,208 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,290 (year 2033), Features Intersected: TRIB OF TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.497, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $3,000, Total Project Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270341401001, Location: 1.8 MI W OF FM 2280 (Lat: 32.418733, Lng: -97.352283), Route carried "on" structure: State highway 3048, Year Built: 1987, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,584 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,480 (year 2033), Design Load: HS 20, Features Intersected: BUFFALO CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.102, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.9m (42.3ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21270341401001, Location: 1.8 MI W OF FM 2280 (Lat: 32.418733, Lng: -97.352283), Route carried "on" structure: State highway 3048, Year Built: 1987, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,584 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,480 (year 2033), Design Load: HS 20, Features Intersected: BUFFALO CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.102, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.9m (42.3ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21270025905072, Location: 2.2 MI E OF SH 174 (Lat: 32.386236, Lng: -97.351108), Route carried "under" structure: County highway 805, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 405 (year 2011), Truck Traffic: 1%, Features Intersected: CR 805, Facility Carried by Structure: US 67 SB
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 12.271, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 21270025905072, Location: 2.2 MI E OF SH 174 (Lat: 32.386236, Lng: -97.351108), Route carried "under" structure: County highway 805, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 405 (year 2011), Truck Traffic: 1%, Features Intersected: CR 805, Facility Carried by Structure: US 67 SB
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 12.271, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 21270025905073, Location: 0.8 MI W OF SPUR 102 (Lat: 32.385011, Lng: -97.338381), Route carried "under" structure: State highway 2280, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 3,190 (year 2013), Truck Traffic: 9%, Features Intersected: FM 2280, Facility Carried by Structure: US 67
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.787, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 21270025905073, Location: 0.8 MI W OF SPUR 102 (Lat: 32.385011, Lng: -97.338381), Route carried "under" structure: State highway 2280, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 3,190 (year 2013), Truck Traffic: 9%, Features Intersected: FM 2280, Facility Carried by Structure: US 67
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.787, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
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Structure Number: 21270025905074, Location: 0.4 MI W OF SPUR 102 (Lat: 32.384494, Lng: -97.332058), Route carried "under" structure: US 67, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 12,260 (year 2013), Truck Traffic: 20%, Features Intersected: US 67
Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 0.483, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 21270025905074, Location: 0.4 MI W OF SPUR 102 (Lat: 32.384494, Lng: -97.332058), Route carried "under" structure: US 67, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 12,260 (year 2013), Truck Traffic: 20%, Features Intersected: US 67
Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 0.483, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: 21270025906099, Location: 2.2 Mi. E. of SH 174 (Lat: 32.386000, Lng: -97.350289), Route carried "under" structure: County highway 805, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 405 (year 2014), Features Intersected: CR 805, Facility Carried by Structure: US 67 NB
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 12.271, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 21270025906099, Location: 2.2 Mi. E. of SH 174 (Lat: 32.386000, Lng: -97.350289), Route carried "under" structure: County highway 805, Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 405 (year 2014), Features Intersected: CR 805, Facility Carried by Structure: US 67 NB
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 12.271, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 212700259061, Location: 0.8 Mi. W. of Spur 102 (Lat: 32.384789, Lng: -97.339289), Route carried "under" structure: State highway 2280, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2014), Truck Traffic: 11%, Features Intersected: FM 2280, Facility Carried by Structure: US 67 NB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.787, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 212700259061, Location: 0.8 Mi. W. of Spur 102 (Lat: 32.384789, Lng: -97.339289), Route carried "under" structure: State highway 2280, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2014), Truck Traffic: 11%, Features Intersected: FM 2280, Facility Carried by Structure: US 67 NB
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.787, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)