Bridge Statistics for Addison, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 279ft / 84.7mTotal length
- $5,000Total costs
- 138,889Total average daily traffic
- 4,253Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Addison
- No street view available for this location
- New bridges - historical statistics
- 31970-1979
- 62000-2009
- 32010-2019
- Bridge Condition - Superstructure
- 50.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 22.2%Very good
- 55.6%Good
- 22.2%Satisfactory
- Bridge Condition - Culverts
- 71.4%Good
- 28.6%Satisfactory
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Structure Number: 180570000808003, Location: 0.8 Mi S of IH 30 (Lat: 32.745556, Lng: -96.994389), Route carried "on" structure: State highway 1382, Year Built: 2012, Status: Open, Structure Length: 22.19m (72.80ft), Average Daily Traffic: 17,300 (year 2012), Average Future Daily Traffic: 25,000 (year 2032), Design Load: HS 20, Features Intersected: SH 180 UPRR Jefferson
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 180570000808003, Location: 0.8 Mi S of IH 30 (Lat: 32.745556, Lng: -96.994389), Route carried "on" structure: State highway 1382, Year Built: 2012, Status: Open, Structure Length: 22.19m (72.80ft), Average Daily Traffic: 17,300 (year 2012), Average Future Daily Traffic: 25,000 (year 2032), Design Load: HS 20, Features Intersected: SH 180 UPRR Jefferson
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 180570G00805006, Location: 0.3 MI N OF SPRING VALLEY (Lat: 32.943347, Lng: -96.839108), Route carried "on" structure: City street , Year Built: 1979, Year Reconstructed: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 37,962 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 53,146 (year 2037), Features Intersected: FARMERS BRANCH, Facility Carried by Structure: MIDWAY & HORNET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.113, Lanes on structure: 8, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000
Structure Number: 180570G00805006, Location: 0.3 MI N OF SPRING VALLEY (Lat: 32.943347, Lng: -96.839108), Route carried "on" structure: City street , Year Built: 1979, Year Reconstructed: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 37,962 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 53,146 (year 2037), Features Intersected: FARMERS BRANCH, Facility Carried by Structure: MIDWAY & HORNET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.113, Lanes on structure: 8, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000
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Structure Number: 180570LA1394001, Location: 0.1 Mi E of Vitruvian Way (Lat: 32.934928, Lng: -96.850667), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2041), Design Load: HL 93, Features Intersected: Farmers Branch, Facility Carried by Structure: Ponte Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: 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: 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: 180570LA1394001, Location: 0.1 Mi E of Vitruvian Way (Lat: 32.934928, Lng: -96.850667), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2041), Design Load: HL 93, Features Intersected: Farmers Branch, Facility Carried by Structure: Ponte Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: 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: 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
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Structure Number: 180570LA1394002, Location: 0.2 Mi S of Vitruvian Way (Lat: 32.936192, Lng: -96.847739), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2041), Design Load: HL 93, Features Intersected: Farmers Branch, Facility Carried by Structure: Bella Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.7m (58.1ft)
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: 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
Structure Number: 180570LA1394002, Location: 0.2 Mi S of Vitruvian Way (Lat: 32.936192, Lng: -96.847739), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2041), Design Load: HL 93, Features Intersected: Farmers Branch, Facility Carried by Structure: Bella Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.7m (58.1ft)
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: 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
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Structure Number: 180570P00080001, Location: 0.1 MI N OF BELT LINE RD (Lat: 32.955844, Lng: -96.847006), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,365 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 4,711 (year 2037), Features Intersected: RAWHIDE CREEK, Facility Carried by Structure: SURVEYOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 180570P00080001, Location: 0.1 MI N OF BELT LINE RD (Lat: 32.955844, Lng: -96.847006), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,365 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 4,711 (year 2037), Features Intersected: RAWHIDE CREEK, Facility Carried by Structure: SURVEYOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 180570P00145001, Location: 0.1 MI SO OF BELT LINE RD (Lat: 32.953142, Lng: -96.813233), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 340 (year 2037), Features Intersected: WHITE ROCK CREEK TRIB, Facility Carried by Structure: LAKE FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180570P00145001, Location: 0.1 MI SO OF BELT LINE RD (Lat: 32.953142, Lng: -96.813233), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 340 (year 2037), Features Intersected: WHITE ROCK CREEK TRIB, Facility Carried by Structure: LAKE FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180570P00150001, Location: 50 FT S OF BELT LINE RD (Lat: 32.953600, Lng: -96.810253), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 340 (year 2037), Features Intersected: WHITE ROCK CREEK TRIB, Facility Carried by Structure: WINNWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 180570P00150001, Location: 50 FT S OF BELT LINE RD (Lat: 32.953600, Lng: -96.810253), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 340 (year 2037), Features Intersected: WHITE ROCK CREEK TRIB, Facility Carried by Structure: WINNWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 180570P00220001, Location: 0.1 MI S OF BELT LINE RD (Lat: 32.952842, Lng: -96.814358), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 285 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 399 (year 2037), Features Intersected: WHITE ROCK CREEK TRIB, Facility Carried by Structure: OAKS NORTH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 180570P00220001, Location: 0.1 MI S OF BELT LINE RD (Lat: 32.952842, Lng: -96.814358), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 285 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 399 (year 2037), Features Intersected: WHITE ROCK CREEK TRIB, Facility Carried by Structure: OAKS NORTH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 180570P00235001, Location: 0.5 MI W OF MIDWAY RD (Lat: 32.954297, Lng: -96.848244), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30,535 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,750 (year 2037), Features Intersected: RAWHIDE CREEK, Facility Carried by Structure: BELT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 180570P00235001, Location: 0.5 MI W OF MIDWAY RD (Lat: 32.954297, Lng: -96.848244), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30,535 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,750 (year 2037), Features Intersected: RAWHIDE CREEK, Facility Carried by Structure: BELT LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 180570P00275001, Location: 0.1 MI W OF SURVEYOR BLVD (Lat: 32.955183, Lng: -96.848106), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 340 (year 2037), Features Intersected: RAWHIDE CREEK, Facility Carried by Structure: ARAPAHO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 180570P00275001, Location: 0.1 MI W OF SURVEYOR BLVD (Lat: 32.955183, Lng: -96.848106), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 340 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 340 (year 2037), Features Intersected: RAWHIDE CREEK, Facility Carried by Structure: ARAPAHO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 180570P00275002, Location: 0.6 MI W OF ADDISION ROAD (Lat: 32.956214, Lng: -96.836464), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 48.01m (157.51ft), Average Daily Traffic: 14,775 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 20,685 (year 2037), Design Load: HS 20, Features Intersected: MIDWAY ROAD, Facility Carried by Structure: ARAPAHO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 13, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180570P00275002, Location: 0.6 MI W OF ADDISION ROAD (Lat: 32.956214, Lng: -96.836464), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 48.01m (157.51ft), Average Daily Traffic: 14,775 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 20,685 (year 2037), Design Load: HS 20, Features Intersected: MIDWAY ROAD, Facility Carried by Structure: ARAPAHO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 4, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 13, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 180570P00275002, Location: 0.6 MI W OF ADDISION ROAD (Lat: 32.956214, Lng: -96.836464), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 33,527 (year 2015), Truck Traffic: 3%, Features Intersected: ARAPAHO RD., Facility Carried by Structure: ARAPAHO ROAD
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.966, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Arch - Thru, Length of Maximum Span: 51.8m (169.9ft)
Structure Number: 180570P00275002, Location: 0.6 MI W OF ADDISION ROAD (Lat: 32.956214, Lng: -96.836464), Route carried "under" structure: City street , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 33,527 (year 2015), Truck Traffic: 3%, Features Intersected: ARAPAHO RD., Facility Carried by Structure: ARAPAHO ROAD
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.966, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Arch - Thru, Length of Maximum Span: 51.8m (169.9ft)