Bridge Statistics for Kennedale, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 262ft / 80.1mTotal length
- $94,000Total costs
- 479,272Total average daily traffic
- 26,047Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kennedale
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 41960-1969
- 31970-1979
- 41990-1999
- 22010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 20.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- 10.0%Poor
- Bridge Condition - Substructure
- 50.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- 10.0%Critical
- Bridge Condition - Channel
- 9.1%Very good
- 27.3%Good
- 54.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
Find on map >> Show street view
Structure Number: 22200000813093, Location: 0.20 MI W OF BU 287 (Lat: 32.662614, Lng: -97.244589), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1988, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 88,732 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 113,700 (year 2033), Design Load: HS 20, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.402, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200000813093, Location: 0.20 MI W OF BU 287 (Lat: 32.662614, Lng: -97.244589), Route carried "on" structure: Interstate 20, Year Built: 1960, Year Reconstructed: 1988, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 88,732 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 113,700 (year 2033), Design Load: HS 20, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.402, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22200000813264, Location: 0.75 MI E OF ANGLIN DR (Lat: 32.665339, Lng: -97.241278), Route carried "on" structure: Interstate 20, Year Built: 1963, Year Reconstructed: 1988, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 154,832 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 113,700 (year 2033), Design Load: HS 20, Features Intersected: BU 287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.837, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200000813264, Location: 0.75 MI E OF ANGLIN DR (Lat: 32.665339, Lng: -97.241278), Route carried "on" structure: Interstate 20, Year Built: 1963, Year Reconstructed: 1988, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 154,832 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 113,700 (year 2033), Design Load: HS 20, Features Intersected: BU 287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.837, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22200017202187, Location: 0.45 MI SE OF IH 20 (Lat: 32.660397, Lng: -97.236056), Route carried "on" structure: Business State highway 287, Year Built: 1998, Status: Open, Structure Length: 18.38m (60.30ft), Average Daily Traffic: 20,978 (year 2020), Average Future Daily Traffic: 16,930 (year 2029), Design Load: HS 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.834, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Critical, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22200017202187, Location: 0.45 MI SE OF IH 20 (Lat: 32.660397, Lng: -97.236056), Route carried "on" structure: Business State highway 287, Year Built: 1998, Status: Open, Structure Length: 18.38m (60.30ft), Average Daily Traffic: 20,978 (year 2020), Average Future Daily Traffic: 16,930 (year 2029), Design Load: HS 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.834, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Critical, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 22200017202188, Location: 0.60 MI SE OF IH 20 (Lat: 32.658675, Lng: -97.234311), Route carried "on" structure: Business State highway 287, Year Built: 1998, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 17,410 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 24,380 (year 2033), Design Load: HS 20, Features Intersected: ELM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.075, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.0m (85.3ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Very good, Superstructure: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22200017202188, Location: 0.60 MI SE OF IH 20 (Lat: 32.658675, Lng: -97.234311), Route carried "on" structure: Business State highway 287, Year Built: 1998, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 17,410 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 24,380 (year 2033), Design Load: HS 20, Features Intersected: ELM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.075, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.0m (85.3ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Very good, Superstructure: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 22200237405234, Location: 0.5 MI E OF IH 820 (Lat: 32.667625, Lng: -97.231114), Route carried "on" structure: ServiceInterstate 20, Year Built: 1973, Status: Open, Structure Length: 22.86m (75.00ft), Average Daily Traffic: 5,300 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 7,420 (year 2033), Design Load: HS 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.445, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200237405234, Location: 0.5 MI E OF IH 820 (Lat: 32.667625, Lng: -97.231114), Route carried "on" structure: ServiceInterstate 20, Year Built: 1973, Status: Open, Structure Length: 22.86m (75.00ft), Average Daily Traffic: 5,300 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 7,420 (year 2033), Design Load: HS 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.445, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22200237405313, Location: 0.06 MI E OF IH 820 (Lat: 32.667183, Lng: -97.238925), Route carried "on" structure: Interstate 20, Year Built: 1972, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 154,832 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 140,140 (year 2033), Design Load: HS 20, Features Intersected: RAMP D TO I820 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 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: 21.3m (69.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200237405313, Location: 0.06 MI E OF IH 820 (Lat: 32.667183, Lng: -97.238925), Route carried "on" structure: Interstate 20, Year Built: 1972, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 154,832 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 140,140 (year 2033), Design Load: HS 20, Features Intersected: RAMP D TO I820 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 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: 21.3m (69.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22200AA0619001, Location: 0.7 MI E OF SHELBY RD (Lat: 32.620047, Lng: -97.242314), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 215 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2030), Features Intersected: ELM BRANCH, Facility Carried by Structure: WILSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200AA0619001, Location: 0.7 MI E OF SHELBY RD (Lat: 32.620047, Lng: -97.242314), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 215 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2030), Features Intersected: ELM BRANCH, Facility Carried by Structure: WILSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22200H00060001, Location: 100 FT N OF W SETTLMNT RD (Lat: 32.760164, Lng: -97.451106), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,655 (year 2019), Average Future Daily Traffic: 3,570 (year 2035), Features Intersected: FARMERS BRANCH, Facility Carried by Structure: CHERRY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $18,000, Total Project Cost: $88,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200H00060001, Location: 100 FT N OF W SETTLMNT RD (Lat: 32.760164, Lng: -97.451106), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,655 (year 2019), Average Future Daily Traffic: 3,570 (year 2035), Features Intersected: FARMERS BRANCH, Facility Carried by Structure: CHERRY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $18,000, Total Project Cost: $88,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22200HH0015001, Location: 0.3 MI E JCT DICK PRICE (Lat: 32.644061, Lng: -97.228564), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 983 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,680 (year 2036), Design Load: HS 20, Features Intersected: BR VILLAGE CREEK, Facility Carried by Structure: AVERETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.4m (34.1ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200HH0015001, Location: 0.3 MI E JCT DICK PRICE (Lat: 32.644061, Lng: -97.228564), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 983 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,680 (year 2036), Design Load: HS 20, Features Intersected: BR VILLAGE CREEK, Facility Carried by Structure: AVERETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.4m (34.1ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22200HH0100001, Location: 0.4 MI S OF BU 287 (Lat: 32.653353, Lng: -97.234022), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,410 (year 2016), Truck Traffic: 80%, Average Future Daily Traffic: 4,460 (year 2036), Features Intersected: TRIB TO VILLAGE CREEK, Facility Carried by Structure: VALLEY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200HH0100001, Location: 0.4 MI S OF BU 287 (Lat: 32.653353, Lng: -97.234022), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,410 (year 2016), Truck Traffic: 80%, Average Future Daily Traffic: 4,460 (year 2036), Features Intersected: TRIB TO VILLAGE CREEK, Facility Carried by Structure: VALLEY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22200HH0100002, Location: 0.3 mi.SW of BU-287 (Lat: 32.652300, Lng: -97.233364), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 5,800 (year 2011), Truck Traffic: 80%, Average Future Daily Traffic: 5,930 (year 2031), Design Load: HL 93, Features Intersected: KENNEDALE CREEK, Facility Carried by Structure: DICK PRICE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft)
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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22200HH0100002, Location: 0.3 mi.SW of BU-287 (Lat: 32.652300, Lng: -97.233364), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 5,800 (year 2011), Truck Traffic: 80%, Average Future Daily Traffic: 5,930 (year 2031), Design Load: HL 93, Features Intersected: KENNEDALE CREEK, Facility Carried by Structure: DICK PRICE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft)
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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 22200HH0170001, Location: 0.6 mi. S of IH 20 (Lat: 32.660206, Lng: -97.224967), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 6,630 (year 2019), Average Future Daily Traffic: 3,860 (year 2036), Design Load: HL 93, Features Intersected: TRIB TO VILLAGE CREEK, Facility Carried by Structure: BOWMAN SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 22200HH0170001, Location: 0.6 mi. S of IH 20 (Lat: 32.660206, Lng: -97.224967), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 6,630 (year 2019), Average Future Daily Traffic: 3,860 (year 2036), Design Load: HL 93, Features Intersected: TRIB TO VILLAGE CREEK, Facility Carried by Structure: BOWMAN SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 22200HH0243001, Location: 0.73 MI S US 287 BUS. (Lat: 32.636106, Lng: -97.219344), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,024 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,325 (year 2036), Design Load: HS 20, Features Intersected: TRIB TO VILLAGE CK, Facility Carried by Structure: NEW HOPE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
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 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22200HH0243001, Location: 0.73 MI S US 287 BUS. (Lat: 32.636106, Lng: -97.219344), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,024 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,325 (year 2036), Design Load: HS 20, Features Intersected: TRIB TO VILLAGE CK, Facility Carried by Structure: NEW HOPE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
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 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22200HH0243002, Location: 1.4 MI S SPR 496 KENNEDAL (Lat: 32.625528, Lng: -97.219064), Route carried "on" structure: County highway , Year Built: 1939, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,961 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,030 (year 2036), Features Intersected: TRIB OF VILLAGE CREEK, Facility Carried by Structure: KENNEDALE-NEW HOPE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 22200HH0243002, Location: 1.4 MI S SPR 496 KENNEDAL (Lat: 32.625528, Lng: -97.219064), Route carried "on" structure: County highway , Year Built: 1939, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,961 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,030 (year 2036), Features Intersected: TRIB OF VILLAGE CREEK, Facility Carried by Structure: KENNEDALE-NEW HOPE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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
Find on map >> Show street view
Structure Number: 22200000813264, Location: 0.75 MI E OF ANGLIN DR (Lat: 32.665339, Lng: -97.241278), Route carried "under" structure: Business State highway 287, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 11,460 (year 2011), Truck Traffic: 6%, Features Intersected: BU 287, Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 16.100, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 22200000813264, Location: 0.75 MI E OF ANGLIN DR (Lat: 32.665339, Lng: -97.241278), Route carried "under" structure: Business State highway 287, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 11,460 (year 2011), Truck Traffic: 6%, Features Intersected: BU 287, Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 16.100, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Find on map >> Show street view
Structure Number: 22200237405313, Location: 0.06 MI E OF IH 820 (Lat: 32.667183, Lng: -97.238925), Route carried "under" structure: Ramp Interstate 820, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 50 (year 2009), Truck Traffic: 10%, Features Intersected: RAMP D TO I820 NB, Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 22200237405313, Location: 0.06 MI E OF IH 820 (Lat: 32.667183, Lng: -97.238925), Route carried "under" structure: Ramp Interstate 820, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 50 (year 2009), Truck Traffic: 10%, Features Intersected: RAMP D TO I820 NB, Facility Carried by Structure: IH 20 EB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)