Bridge Statistics for Argyle, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 171ft / 51.8mTotal length
- $82,000Total costs
- 323,936Total average daily traffic
- 42,848Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Argyle
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 121960-1969
- 11970-1979
- 11980-1989
- 52000-2009
- 12010-2019
- Bridge Condition - Deck
- 80.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 70.0%Good
- 30.0%Satisfactory
- Bridge Condition - Channel
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Culverts
- 28.6%Good
- 71.4%Satisfactory
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Structure Number: 180610008113105, Location: 3.20 MI S OF FM 2449 (Lat: 33.130778, Lng: -97.207494), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 27,489 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 28,050 (year 2033), Design Load: HS 20, Features Intersected: CRAWFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.150, Lanes on structure: 2, Lanes under structure: 2, 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180610008113105, Location: 3.20 MI S OF FM 2449 (Lat: 33.130778, Lng: -97.207494), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 27,489 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 28,050 (year 2033), Design Load: HS 20, Features Intersected: CRAWFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.150, Lanes on structure: 2, Lanes under structure: 2, 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180610008113106, Location: 3.20 MI S OF FM 2449 (Lat: 33.130775, Lng: -97.207200), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 27,067 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 28,050 (year 2033), Design Load: HS 20, Features Intersected: CRAWFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.165, Lanes on structure: 2, Lanes under structure: 2, 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180610008113106, Location: 3.20 MI S OF FM 2449 (Lat: 33.130775, Lng: -97.207200), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 27,067 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 28,050 (year 2033), Design Load: HS 20, Features Intersected: CRAWFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.165, Lanes on structure: 2, Lanes under structure: 2, 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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180610008113107, Location: 1.20 MI N OF FM 407 (Lat: 33.118250, Lng: -97.214125), Route carried "on" structure: City street 55, Year Built: 1969, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 150 (year 2013), Average Future Daily Traffic: 300 (year 2028), Design Load: H 15, Features Intersected: IH 35W, Facility Carried by Structure: OLD JUSTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.496, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), 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: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180610008113107, Location: 1.20 MI N OF FM 407 (Lat: 33.118250, Lng: -97.214125), Route carried "on" structure: City street 55, Year Built: 1969, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 150 (year 2013), Average Future Daily Traffic: 300 (year 2028), Design Load: H 15, Features Intersected: IH 35W, Facility Carried by Structure: OLD JUSTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.496, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), 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: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180610008113108, Location: 0.80 MI N OF FM 407 (Lat: 33.113003, Lng: -97.217450), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 48,555 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 56,100 (year 2033), Features Intersected: W GRAHAM BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.949, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2021
Structure Number: 180610008113108, Location: 0.80 MI N OF FM 407 (Lat: 33.113003, Lng: -97.217450), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 48,555 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 56,100 (year 2033), Features Intersected: W GRAHAM BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.949, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2021
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Structure Number: 180610008113109, Location: 0.70 MI N OF FM 407 (Lat: 33.110167, Lng: -97.218961), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 48,555 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 56,100 (year 2033), Design Load: HS 20, Features Intersected: S FK W GRAHAM BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.604, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
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: September 2021
Structure Number: 180610008113109, Location: 0.70 MI N OF FM 407 (Lat: 33.110167, Lng: -97.218961), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 48,555 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 56,100 (year 2033), Design Load: HS 20, Features Intersected: S FK W GRAHAM BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.604, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
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: September 2021
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Structure Number: 180610008113111, Location: 2.69 MI N OF FM 1171 (Lat: 33.100778, Lng: -97.224283), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 29,178 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 28,050 (year 2033), Design Load: HS 20, Features Intersected: FM 407
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.404, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180610008113111, Location: 2.69 MI N OF FM 1171 (Lat: 33.100778, Lng: -97.224283), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 29,178 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 28,050 (year 2033), Design Load: HS 20, Features Intersected: FM 407
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.404, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180610008113112, Location: 2.69 MI N OF FM 1171 (Lat: 33.100136, Lng: -97.224247), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 27,067 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 28,050 (year 2033), Design Load: HS 20, Features Intersected: FM 407
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.420, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180610008113112, Location: 2.69 MI N OF FM 1171 (Lat: 33.100136, Lng: -97.224247), Route carried "on" structure: Interstate 35, Year Built: 1969, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 27,067 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 28,050 (year 2033), Design Load: HS 20, Features Intersected: FM 407
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.420, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180610131001012, Location: 0.28 MI E OF IH 35W (Lat: 33.100489, Lng: -97.219256), Route carried "on" structure: State highway 407, Year Built: 2000, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 12,216 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 10,160 (year 2028), Features Intersected: W GRAHAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.130, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180610131001012, Location: 0.28 MI E OF IH 35W (Lat: 33.100489, Lng: -97.219256), Route carried "on" structure: State highway 407, Year Built: 2000, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 12,216 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 10,160 (year 2028), Features Intersected: W GRAHAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.130, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180610131001013, Location: 1.40 MI E OF US 377 (Lat: 33.101197, Lng: -97.165650), Route carried "on" structure: State highway 407, Year Built: 2001, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 14,232 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 14,140 (year 2034), Design Load: HS 20, Features Intersected: FINCHER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.250, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 180610131001013, Location: 1.40 MI E OF US 377 (Lat: 33.101197, Lng: -97.165650), Route carried "on" structure: State highway 407, Year Built: 2001, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 14,232 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 14,140 (year 2034), Design Load: HS 20, Features Intersected: FINCHER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.250, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 180610131001014, Location: 2.85 MI E OF US 377 (Lat: 33.106667, Lng: -97.139719), Route carried "on" structure: State highway 407, Year Built: 2001, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,900 (year 2014), Truck Traffic: 11%, Average Future Daily Traffic: 7,000 (year 2034), Design Load: HS 20, Features Intersected: LOVING SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.529, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180610131001014, Location: 2.85 MI E OF US 377 (Lat: 33.106667, Lng: -97.139719), Route carried "on" structure: State highway 407, Year Built: 2001, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,900 (year 2014), Truck Traffic: 11%, Average Future Daily Traffic: 7,000 (year 2034), Design Load: HS 20, Features Intersected: LOVING SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.529, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18061017850101, Location: 0.10 MI N OF FM 407E (Lat: 33.106750, Lng: -97.139811), Route carried "on" structure: State highway 1830, Year Built: 2001, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 14,258 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 5,980 (year 2033), Design Load: HS 20, Features Intersected: LOVING SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.560, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 24.4m (80.1ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 18061017850101, Location: 0.10 MI N OF FM 407E (Lat: 33.106750, Lng: -97.139811), Route carried "on" structure: State highway 1830, Year Built: 2001, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 14,258 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 5,980 (year 2033), Design Load: HS 20, Features Intersected: LOVING SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.560, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 24.4m (80.1ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 180610178501012, Location: 1.4 MILES N FM 407 (Lat: 33.124850, Lng: -97.139628), Route carried "on" structure: State highway 1830, Year Built: 2019, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 9,005 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 13,705 (year 2036), Design Load: HL 93, Features Intersected: FINCHER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 180610178501012, Location: 1.4 MILES N FM 407 (Lat: 33.124850, Lng: -97.139628), Route carried "on" structure: State highway 1830, Year Built: 2019, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 9,005 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 13,705 (year 2036), Design Load: HL 93, Features Intersected: FINCHER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 180610AA0513001, Location: 0.35 MI W OF IH 35W (Lat: 33.118292, Lng: -97.220203), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 113 (year 2013), Average Future Daily Traffic: 187 (year 2033), Features Intersected: GRAHAM CREEK, Facility Carried by Structure: OLD JUSTIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180610AA0513001, Location: 0.35 MI W OF IH 35W (Lat: 33.118292, Lng: -97.220203), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 113 (year 2013), Average Future Daily Traffic: 187 (year 2033), Features Intersected: GRAHAM CREEK, Facility Carried by Structure: OLD JUSTIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180610J00016001, Location: 0.10 MI NE OF US 377 (Lat: 33.127278, Lng: -97.181303), Route carried "on" structure: City street , Year Built: 2005, Year Reconstructed: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 700 (year 2013), Average Future Daily Traffic: 1,069 (year 2035), Design Load: HS 20, Features Intersected: GRAVEYARD BRANCH TRIB, Facility Carried by Structure: COUNTRY CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Satisfactory, Culverts: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $14,000, Total Project Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180610J00016001, Location: 0.10 MI NE OF US 377 (Lat: 33.127278, Lng: -97.181303), Route carried "on" structure: City street , Year Built: 2005, Year Reconstructed: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 700 (year 2013), Average Future Daily Traffic: 1,069 (year 2035), Design Load: HS 20, Features Intersected: GRAVEYARD BRANCH TRIB, Facility Carried by Structure: COUNTRY CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Satisfactory, Culverts: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $14,000, Total Project Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180610J00017001, Location: 0.10 MI W OF US 377 (Lat: 33.127067, Lng: -97.184972), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 600 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 900 (year 2035), Features Intersected: GRAVEYARD BRANCH, Facility Carried by Structure: CRAWFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.045, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 180610J00017001, Location: 0.10 MI W OF US 377 (Lat: 33.127067, Lng: -97.184972), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 600 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 900 (year 2035), Features Intersected: GRAVEYARD BRANCH, Facility Carried by Structure: CRAWFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.045, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 180610J00075001, Location: 0.65 MI N OF FM 407 (Lat: 33.107936, Lng: -97.218603), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 21 (year 2013), Average Future Daily Traffic: 34 (year 2035), Features Intersected: GRAHAM BRANCH, Facility Carried by Structure: SAM DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Total Project Cost: $9,000
Structure Number: 180610J00075001, Location: 0.65 MI N OF FM 407 (Lat: 33.107936, Lng: -97.218603), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 21 (year 2013), Average Future Daily Traffic: 34 (year 2035), Features Intersected: GRAHAM BRANCH, Facility Carried by Structure: SAM DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Total Project Cost: $9,000
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Structure Number: 180610LA7685001, Location: 0.7 MI N of FM 407 (Lat: 33.107675, Lng: -97.165147), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1 (year 1900), Features Intersected: Fincher Branch, Facility Carried by Structure: E. HARPOLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180610LA7685001, Location: 0.7 MI N of FM 407 (Lat: 33.107675, Lng: -97.165147), Route carried "on" structure: County highway , Year Built: 1980, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1 (year 1900), Features Intersected: Fincher Branch, Facility Carried by Structure: E. HARPOLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180610008113105, Location: 3.20 MI S OF FM 2449 (Lat: 33.130778, Lng: -97.207494), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 5%, Features Intersected: CRAWFORD ROAD, Facility Carried by Structure: IH 35W SBML
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 18.044, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 180610008113105, Location: 3.20 MI S OF FM 2449 (Lat: 33.130778, Lng: -97.207494), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 5%, Features Intersected: CRAWFORD ROAD, Facility Carried by Structure: IH 35W SBML
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 18.044, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 180610008113106, Location: 3.20 MI S OF FM 2449 (Lat: 33.130775, Lng: -97.207200), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 5%, Features Intersected: CRAWFORD ROAD, Facility Carried by Structure: IH 35W NBML
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 18.057, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 180610008113106, Location: 3.20 MI S OF FM 2449 (Lat: 33.130775, Lng: -97.207200), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 2016), Truck Traffic: 5%, Features Intersected: CRAWFORD ROAD, Facility Carried by Structure: IH 35W NBML
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 18.057, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 180610008113107, Location: 1.20 MI N OF FM 407 (Lat: 33.118178, Lng: -97.214694), Route carried "under" structure: Interstate 35, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 40,070 (year 2013), Truck Traffic: 14%, Features Intersected: None, Facility Carried by Structure: OLD JUSTIN ROAD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 16.602, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 180610008113107, Location: 1.20 MI N OF FM 407 (Lat: 33.118178, Lng: -97.214694), Route carried "under" structure: Interstate 35, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 40,070 (year 2013), Truck Traffic: 14%, Features Intersected: None, Facility Carried by Structure: OLD JUSTIN ROAD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 16.602, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 180610008113111, Location: 2.69 MI N OF FM 1171 (Lat: 33.100347, Lng: -97.224342), Route carried "under" structure: State highway 407, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,940 (year 2013), Truck Traffic: 10%, Features Intersected: FM 407, Facility Carried by Structure: IH 35W SBML
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 7.744, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 180610008113111, Location: 2.69 MI N OF FM 1171 (Lat: 33.100347, Lng: -97.224342), Route carried "under" structure: State highway 407, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,940 (year 2013), Truck Traffic: 10%, Features Intersected: FM 407, Facility Carried by Structure: IH 35W SBML
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 7.744, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 180610008113112, Location: 2.69 MI N OF FM 1171 (Lat: 33.100408, Lng: -97.224033), Route carried "under" structure: State highway 407, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 6,670 (year 2013), Truck Traffic: 11%, Features Intersected: FM 407, Facility Carried by Structure: IH 35W NBML
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 7.772, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 180610008113112, Location: 2.69 MI N OF FM 1171 (Lat: 33.100408, Lng: -97.224033), Route carried "under" structure: State highway 407, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 6,670 (year 2013), Truck Traffic: 11%, Features Intersected: FM 407, Facility Carried by Structure: IH 35W NBML
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 7.772, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)