Bridge Statistics for Huntsville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 639Number of bridges
- 11,867ft / 3,617mTotal length
- $1,521,431,000Total costs
- 10,240,811Total average daily traffic
- 528,271Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Huntsville
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 31910-1919
- 131920-1929
- 381930-1939
- 241940-1949
- 421950-1959
- 711960-1969
- 551970-1979
- 1011980-1989
- 1771990-1999
- 662000-2009
- 352010-2019
- 122020-2022
- Reconstructed bridges - Historical Statistics
- 21930-1939
- 11940-1949
- 31950-1959
- 61960-1969
- 31970-1979
- 81980-1989
- 31990-1999
- 62000-2009
- 12010-2019
- Bridge Condition - Deck
- 3.9%Excellent
- 8.5%Very good
- 47.5%Good
- 29.9%Satisfactory
- 9.5%Fair
- 0.7%Poor
- Bridge Condition - Superstructure
- 4.9%Excellent
- 9.4%Very good
- 53.8%Good
- 24.5%Satisfactory
- 7.0%Fair
- 0.3%Poor
- Bridge Condition - Substructure
- 3.5%Excellent
- 11.2%Very good
- 50.3%Good
- 26.2%Satisfactory
- 7.7%Fair
- 1.0%Poor
- Bridge Condition - Channel
- 2.2%Excellent
- 16.3%Very good
- 37.2%Good
- 31.7%Satisfactory
- 12.0%Fair
- 0.7%Poor
- Bridge Condition - Culverts
- 3.1%Excellent
- 6.6%Very good
- 47.6%Good
- 30.8%Satisfactory
- 11.9%Fair
Find on map >> Show street view
Structure Number: 20032, Location: 1.2 MI N JCT US 231* 431 (Lat: 34.736833, Lng: -86.598544), Route carried "on" structure: US 231, Year Built: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 74,956 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 104,938 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 538.969, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.5 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, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $11,754,000, Roadway Improvement Cost: $1,175,000, Total Project Cost: $12,929,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20032, Location: 1.2 MI N JCT US 231* 431 (Lat: 34.736833, Lng: -86.598544), Route carried "on" structure: US 231, Year Built: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 74,956 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 104,938 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 538.969, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.5 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, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $11,754,000, Roadway Improvement Cost: $1,175,000, Total Project Cost: $12,929,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 20045, Location: US231 OVER LILY FLAGG RD (Lat: 34.657989, Lng: -86.569647), Route carried "on" structure: US 53, Year Built: 2018, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 64,320 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 90,048 (year 2038), Design Load: HS 20, Features Intersected: LILLY FLAGG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 502.437, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.8m (71.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 11.31m (37.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,893,000, Roadway Improvement Cost: $589,000, Total Project Cost: $6,482,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20045, Location: US231 OVER LILY FLAGG RD (Lat: 34.657989, Lng: -86.569647), Route carried "on" structure: US 53, Year Built: 2018, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 64,320 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 90,048 (year 2038), Design Load: HS 20, Features Intersected: LILLY FLAGG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 502.437, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.8m (71.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 11.31m (37.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,893,000, Roadway Improvement Cost: $589,000, Total Project Cost: $6,482,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 20046, Location: 231/BYRD SPRINGS RD (Lat: 34.665781, Lng: -86.572133), Route carried "on" structure: US 53, Year Built: 2018, Status: Open, Structure Length: 12.34m (40.49ft), Average Daily Traffic: 64,386 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 90,140 (year 2038), Design Load: HS 20, Features Intersected: BYRD SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 502.437, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.1m (151.2ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 13.19m (43.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $8,952,000, Roadway Improvement Cost: $895,000, Total Project Cost: $9,847,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20046, Location: 231/BYRD SPRINGS RD (Lat: 34.665781, Lng: -86.572133), Route carried "on" structure: US 53, Year Built: 2018, Status: Open, Structure Length: 12.34m (40.49ft), Average Daily Traffic: 64,386 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 90,140 (year 2038), Design Load: HS 20, Features Intersected: BYRD SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 502.437, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.1m (151.2ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 13.19m (43.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $8,952,000, Roadway Improvement Cost: $895,000, Total Project Cost: $9,847,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 20105, Location: .75 mi. SE MOORSVILLE RD (Lat: 34.709278, Lng: -86.866778), Route carried "on" structure: City street 321, Year Built: 2020, Status: Open, Structure Length: 47.55m (156.00ft), Average Daily Traffic: 6,000 (year 2020), Average Future Daily Traffic: 8,400 (year 2040), Design Load: HL 93, Features Intersected: Limestone Creek, Facility Carried by Structure: Greenbrier Parkway
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 3.219, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 47.55m (156.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $14,346,000, Roadway Improvement Cost: $1,435,000, Total Project Cost: $15,781,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20105, Location: .75 mi. SE MOORSVILLE RD (Lat: 34.709278, Lng: -86.866778), Route carried "on" structure: City street 321, Year Built: 2020, Status: Open, Structure Length: 47.55m (156.00ft), Average Daily Traffic: 6,000 (year 2020), Average Future Daily Traffic: 8,400 (year 2040), Design Load: HL 93, Features Intersected: Limestone Creek, Facility Carried by Structure: Greenbrier Parkway
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 3.219, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 47.55m (156.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $14,346,000, Roadway Improvement Cost: $1,435,000, Total Project Cost: $15,781,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 20138, Location: 0.2 MILE NORTH I-565 (Lat: 34.714469, Lng: -86.652203), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 25,300 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 35,420 (year 2037), Design Load: HS 20, Features Intersected: MCDONALD CREEK, Facility Carried by Structure: OLD MADISON PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 51.2m (168.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,383,000, Roadway Improvement Cost: $238,000, Total Project Cost: $2,621,000 ( Estimate for 2022)
Structure Number: 20138, Location: 0.2 MILE NORTH I-565 (Lat: 34.714469, Lng: -86.652203), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 25,300 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 35,420 (year 2037), Design Load: HS 20, Features Intersected: MCDONALD CREEK, Facility Carried by Structure: OLD MADISON PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 51.2m (168.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,383,000, Roadway Improvement Cost: $238,000, Total Project Cost: $2,621,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 20171, Location: 0.4 MI W JCT CO RD 088 (Lat: 34.801128, Lng: -86.722656), Route carried "on" structure: County highway 26, Year Built: 2010, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 2,760 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 4,120 (year 2035), Design Load: HS 20, Features Intersected: DOUGLAS BRANCH, Facility Carried by Structure: DOUGLAS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $431,000, Roadway Improvement Cost: $43,000, Total Project Cost: $474,000 ( Estimate for 2022)
Structure Number: 20171, Location: 0.4 MI W JCT CO RD 088 (Lat: 34.801128, Lng: -86.722656), Route carried "on" structure: County highway 26, Year Built: 2010, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 2,760 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 4,120 (year 2035), Design Load: HS 20, Features Intersected: DOUGLAS BRANCH, Facility Carried by Structure: DOUGLAS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $431,000, Roadway Improvement Cost: $43,000, Total Project Cost: $474,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 2019, Location: 5 MI N JCT US 72 (Lat: 34.800000, Lng: -86.675000), Route carried "on" structure: State highway 53, Year Built: 2012, Status: Open, Structure Length: 2.66m (8.73ft), Average Daily Traffic: 31,088 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 43,523 (year 2038), Design Load: H 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 523.520, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,384,000, Roadway Improvement Cost: $338,000, Total Project Cost: $3,722,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2019, Location: 5 MI N JCT US 72 (Lat: 34.800000, Lng: -86.675000), Route carried "on" structure: State highway 53, Year Built: 2012, Status: Open, Structure Length: 2.66m (8.73ft), Average Daily Traffic: 31,088 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 43,523 (year 2038), Design Load: H 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 523.520, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,384,000, Roadway Improvement Cost: $338,000, Total Project Cost: $3,722,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 20205, Location: 1 MI NORTH I-565 (Lat: 34.730944, Lng: -86.695139), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 13,400 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 18,760 (year 2035), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: EXPLORER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,824,000, Roadway Improvement Cost: $182,000, Total Project Cost: $2,006,000 ( Estimate for 2022)
Structure Number: 20205, Location: 1 MI NORTH I-565 (Lat: 34.730944, Lng: -86.695139), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 13,400 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 18,760 (year 2035), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: EXPLORER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,824,000, Roadway Improvement Cost: $182,000, Total Project Cost: $2,006,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 20249, Location: .75 mi. SE MOORSVILLE RD (Lat: 34.708747, Lng: -86.850833), Route carried "on" structure: City street 321, Year Built: 2020, Status: Open, Structure Length: 47.55m (156.00ft), Average Daily Traffic: 6,000 (year 2020), Average Future Daily Traffic: 27,000 (year 2040), Design Load: HL 93, Features Intersected: Limestone Creek, Facility Carried by Structure: Greenbriar Parkway
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 47.55m (156.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $14,346,000, Roadway Improvement Cost: $1,435,000, Total Project Cost: $15,781,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20249, Location: .75 mi. SE MOORSVILLE RD (Lat: 34.708747, Lng: -86.850833), Route carried "on" structure: City street 321, Year Built: 2020, Status: Open, Structure Length: 47.55m (156.00ft), Average Daily Traffic: 6,000 (year 2020), Average Future Daily Traffic: 27,000 (year 2040), Design Load: HL 93, Features Intersected: Limestone Creek, Facility Carried by Structure: Greenbriar Parkway
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 47.55m (156.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $14,346,000, Roadway Improvement Cost: $1,435,000, Total Project Cost: $15,781,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 20275, Location: MERIDAN ST @ DALLAS CREEK (Lat: 34.741972, Lng: -86.585167), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 6,700 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 9,380 (year 2035), Design Load: HS 20, Features Intersected: DALLAS CREEK, Facility Carried by Structure: MERIDIAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $953,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,048,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20275, Location: MERIDAN ST @ DALLAS CREEK (Lat: 34.741972, Lng: -86.585167), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 6,700 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 9,380 (year 2035), Design Load: HS 20, Features Intersected: DALLAS CREEK, Facility Carried by Structure: MERIDIAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $953,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,048,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 20313, Location: 1.5 MILE NORTH CO. LINE R (Lat: 34.616917, Lng: -86.779417), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,920 (year 2041), Design Load: HS 20, Features Intersected: AIRPORT DITCH, Facility Carried by Structure: BOEING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,402,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,542,000 ( Estimate for 2022)
Structure Number: 20313, Location: 1.5 MILE NORTH CO. LINE R (Lat: 34.616917, Lng: -86.779417), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,920 (year 2041), Design Load: HS 20, Features Intersected: AIRPORT DITCH, Facility Carried by Structure: BOEING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,402,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,542,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 2049, Location: 0.5 mile east 231 (Lat: 34.739528, Lng: -86.592111), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 13,323 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 17,797 (year 2038), Features Intersected: Pinhook Creek, Facility Carried by Structure: Pratt Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $4,098,000, Roadway Improvement Cost: $410,000, Total Project Cost: $4,508,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2049, Location: 0.5 mile east 231 (Lat: 34.739528, Lng: -86.592111), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 13,323 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 17,797 (year 2038), Features Intersected: Pinhook Creek, Facility Carried by Structure: Pratt Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $4,098,000, Roadway Improvement Cost: $410,000, Total Project Cost: $4,508,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 20491, Location: 0.3 mile east us 231 (Lat: 34.738556, Lng: -86.593306), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 13,323 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 17,797 (year 2038), Features Intersected: PINHOOK CREEK, Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.5m (103.3ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $4,082,000, Roadway Improvement Cost: $408,000, Total Project Cost: $4,490,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20491, Location: 0.3 mile east us 231 (Lat: 34.738556, Lng: -86.593306), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 13,323 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 17,797 (year 2038), Features Intersected: PINHOOK CREEK, Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.5m (103.3ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $4,082,000, Roadway Improvement Cost: $408,000, Total Project Cost: $4,490,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 20492, Location: 410 HOLMES AVE (Lat: 34.739800, Lng: -86.591300), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 6,200 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 8,680 (year 2037), Design Load: HS 20+Mod, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: HOLMES AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $3,465,000, Roadway Improvement Cost: $347,000, Total Project Cost: $3,812,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20492, Location: 410 HOLMES AVE (Lat: 34.739800, Lng: -86.591300), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 6,200 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 8,680 (year 2037), Design Load: HS 20+Mod, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: HOLMES AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $3,465,000, Roadway Improvement Cost: $347,000, Total Project Cost: $3,812,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 20628, Location: 604 CLINTON AVE (Lat: 34.731944, Lng: -86.595556), Route carried "on" structure: City street , Year Built: 1966, Year Reconstructed: 2011, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 11,000 (year 2021), Average Future Daily Traffic: 15,400 (year 2041), Design Load: HS 20, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: CLINTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.23m (23.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,865,000, Roadway Improvement Cost: $387,000, Total Project Cost: $4,252,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20628, Location: 604 CLINTON AVE (Lat: 34.731944, Lng: -86.595556), Route carried "on" structure: City street , Year Built: 1966, Year Reconstructed: 2011, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 11,000 (year 2021), Average Future Daily Traffic: 15,400 (year 2041), Design Load: HS 20, Features Intersected: PINHOOK CREEK, Facility Carried by Structure: CLINTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.23m (23.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,865,000, Roadway Improvement Cost: $387,000, Total Project Cost: $4,252,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 20674, Location: 1 MI EAST OF HWY 53 (Lat: 34.755278, Lng: -86.625944), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 250 (year 2015), Average Future Daily Traffic: 350 (year 2035), Design Load: HS 20, Features Intersected: BROGLAN BRANCH, Facility Carried by Structure: BROADMOR DRIVE
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), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $327,000 ( Estimate for 2022)
Structure Number: 20674, Location: 1 MI EAST OF HWY 53 (Lat: 34.755278, Lng: -86.625944), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 250 (year 2015), Average Future Daily Traffic: 350 (year 2035), Design Load: HS 20, Features Intersected: BROGLAN BRANCH, Facility Carried by Structure: BROADMOR DRIVE
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), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $327,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 20675, Location: 2.5 MILE EAST U.S.231 (Lat: 34.677222, Lng: -86.551667), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 140 (year 2035), Design Load: HS 20, Features Intersected: UN NAMED DITCH, Facility Carried by Structure: LENDON MAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $788,000, Roadway Improvement Cost: $79,000, Total Project Cost: $867,000 ( Estimate for 2022)
Structure Number: 20675, Location: 2.5 MILE EAST U.S.231 (Lat: 34.677222, Lng: -86.551667), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 100 (year 2015), Average Future Daily Traffic: 140 (year 2035), Design Load: HS 20, Features Intersected: UN NAMED DITCH, Facility Carried by Structure: LENDON MAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $788,000, Roadway Improvement Cost: $79,000, Total Project Cost: $867,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 20684, Location: 1 MILE EAST BAILEY COVE (Lat: 34.657167, Lng: -86.531583), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 550 (year 2020), Average Future Daily Traffic: 750 (year 2040), Design Load: HS 20, Features Intersected: UN-NAMED CREEK, Facility Carried by Structure: TEA GARDEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $881,000, Roadway Improvement Cost: $88,000, Total Project Cost: $969,000 ( Estimate for 2022)
Structure Number: 20684, Location: 1 MILE EAST BAILEY COVE (Lat: 34.657167, Lng: -86.531583), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 550 (year 2020), Average Future Daily Traffic: 750 (year 2040), Design Load: HS 20, Features Intersected: UN-NAMED CREEK, Facility Carried by Structure: TEA GARDEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $881,000, Roadway Improvement Cost: $88,000, Total Project Cost: $969,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 20714, Location: 0.2 MILE WEST PULASKI PIK (Lat: 34.822361, Lng: -86.645833), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 900 (year 2019), Average Future Daily Traffic: 1,260 (year 2039), Features Intersected: DRY CREEK, Facility Carried by Structure: BOB WADE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $28,000, Total Project Cost: $306,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20714, Location: 0.2 MILE WEST PULASKI PIK (Lat: 34.822361, Lng: -86.645833), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 900 (year 2019), Average Future Daily Traffic: 1,260 (year 2039), Features Intersected: DRY CREEK, Facility Carried by Structure: BOB WADE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $28,000, Total Project Cost: $306,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 20715, Location: 0.5 MILE WEST U.S. 231 (Lat: 34.759417, Lng: -86.599028), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1972, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15,800 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 22,120 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO PINHOOK CREEK, Facility Carried by Structure: BLUE SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $61,000, Total Project Cost: $672,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20715, Location: 0.5 MILE WEST U.S. 231 (Lat: 34.759417, Lng: -86.599028), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1972, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15,800 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 22,120 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO PINHOOK CREEK, Facility Carried by Structure: BLUE SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $61,000, Total Project Cost: $672,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 20738, Location: 1.2 MILE EAST OF HWY 53 (Lat: 34.730944, Lng: -86.695139), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 65%, Average Future Daily Traffic: 5,600 (year 2039), Design Load: HS 20, Features Intersected: UN NAMED CREEK, Facility Carried by Structure: STRINGFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $774,000, Roadway Improvement Cost: $77,000, Total Project Cost: $851,000 ( Estimate for 2022)
Structure Number: 20738, Location: 1.2 MILE EAST OF HWY 53 (Lat: 34.730944, Lng: -86.695139), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 65%, Average Future Daily Traffic: 5,600 (year 2039), Design Load: HS 20, Features Intersected: UN NAMED CREEK, Facility Carried by Structure: STRINGFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $774,000, Roadway Improvement Cost: $77,000, Total Project Cost: $851,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 20919, Location: 3 MILES NORTH OF U.S. 72 (Lat: 34.784900, Lng: -86.672200), Route carried "on" structure: County highway 27, Year Built: 2019, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 140 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 196 (year 2039), Design Load: HS 20, Features Intersected: S.R. 255, Facility Carried by Structure: BLAKE BOTTOM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.52m (31.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,657,000, Roadway Improvement Cost: $366,000, Total Project Cost: $4,023,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 20919, Location: 3 MILES NORTH OF U.S. 72 (Lat: 34.784900, Lng: -86.672200), Route carried "on" structure: County highway 27, Year Built: 2019, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 140 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 196 (year 2039), Design Load: HS 20, Features Intersected: S.R. 255, Facility Carried by Structure: BLAKE BOTTOM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.52m (31.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,657,000, Roadway Improvement Cost: $366,000, Total Project Cost: $4,023,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 2092, Location: Blake Bottom Rd. & SR255 (Lat: 34.783414, Lng: -86.671419), Route carried "on" structure: County highway 27, Year Built: 2019, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,840 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 11,680 (year 2035), Design Load: HS 20, Features Intersected: Dry Creek, Facility Carried by Structure: Blake Bottom Acc.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,036,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2092, Location: Blake Bottom Rd. & SR255 (Lat: 34.783414, Lng: -86.671419), Route carried "on" structure: County highway 27, Year Built: 2019, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,840 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 11,680 (year 2035), Design Load: HS 20, Features Intersected: Dry Creek, Facility Carried by Structure: Blake Bottom Acc.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,036,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 20955, Location: .10 MI. EAST BAILEY COVE (Lat: 34.666667, Lng: -86.533333), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 540 (year 2015), Average Future Daily Traffic: 756 (year 2035), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: BAILEY CREEK CIR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $718,000, Roadway Improvement Cost: $72,000, Total Project Cost: $790,000 ( Estimate for 2022)
Structure Number: 20955, Location: .10 MI. EAST BAILEY COVE (Lat: 34.666667, Lng: -86.533333), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 540 (year 2015), Average Future Daily Traffic: 756 (year 2035), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: BAILEY CREEK CIR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $718,000, Roadway Improvement Cost: $72,000, Total Project Cost: $790,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 20956, Location: 2/10 MILE EAST BAILEY COV (Lat: 34.678583, Lng: -86.541333), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 140 (year 2015), Average Future Daily Traffic: 196 (year 2035), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: LEGACY FARM DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $724,000 ( Estimate for 2022)
Structure Number: 20956, Location: 2/10 MILE EAST BAILEY COV (Lat: 34.678583, Lng: -86.541333), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 140 (year 2015), Average Future Daily Traffic: 196 (year 2035), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: LEGACY FARM DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $724,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 21249, Location: 0.25 east Big Cove Rd (Lat: 34.617600, Lng: -86.488800), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 56 (year 2039), Design Load: HS 20, Features Intersected: _unnamed drainage creek, Facility Carried by Structure: _Wood Trail Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $392,000, Roadway Improvement Cost: $39,000, Total Project Cost: $431,000 ( Estimate for 2022)
Structure Number: 21249, Location: 0.25 east Big Cove Rd (Lat: 34.617600, Lng: -86.488800), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 56 (year 2039), Design Load: HS 20, Features Intersected: _unnamed drainage creek, Facility Carried by Structure: _Wood Trail Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $392,000, Roadway Improvement Cost: $39,000, Total Project Cost: $431,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 21251, Location: 1 MI W OF ZIERDT RD. (Lat: 34.648056, Lng: -86.742250), Route carried "on" structure: City street 463, Year Built: 2021, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 9,005 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 13,361 (year 2038), Design Load: HS 20, Features Intersected: Betts Spring Branch, Facility Carried by Structure: Martin Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.55m (11.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,052,000, Roadway Improvement Cost: $205,000, Total Project Cost: $2,257,000 ( Estimate for 2022)
Structure Number: 21251, Location: 1 MI W OF ZIERDT RD. (Lat: 34.648056, Lng: -86.742250), Route carried "on" structure: City street 463, Year Built: 2021, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 9,005 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 13,361 (year 2038), Design Load: HS 20, Features Intersected: Betts Spring Branch, Facility Carried by Structure: Martin Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.55m (11.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,052,000, Roadway Improvement Cost: $205,000, Total Project Cost: $2,257,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 21293, Location: 4 MI S JCT US 431*231 (Lat: 34.671667, Lng: -86.575000), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 19,100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 26,740 (year 2038), Design Load: HS 20, Features Intersected: US 231: SR 53_, Facility Carried by Structure: Martin Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 73.2m (240.2ft), Out-to-Out Width: 98.8m (324.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $8,459,000, Roadway Improvement Cost: $846,000, Total Project Cost: $9,305,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21293, Location: 4 MI S JCT US 431*231 (Lat: 34.671667, Lng: -86.575000), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 19,100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 26,740 (year 2038), Design Load: HS 20, Features Intersected: US 231: SR 53_, Facility Carried by Structure: Martin Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 73.2m (240.2ft), Out-to-Out Width: 98.8m (324.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $8,459,000, Roadway Improvement Cost: $846,000, Total Project Cost: $9,305,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 21327, Location: 1 MILE EAST WHITESBURG (Lat: 34.705306, Lng: -86.555056), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 400 (year 2019), Average Future Daily Traffic: 560 (year 2039), Design Load: HS 20, Features Intersected: _ALDRIDGE CREEK, Facility Carried by Structure: _BRIARWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.35m (4.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $32,000, Total Project Cost: $353,000 ( Estimate for 2022)
Structure Number: 21327, Location: 1 MILE EAST WHITESBURG (Lat: 34.705306, Lng: -86.555056), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 400 (year 2019), Average Future Daily Traffic: 560 (year 2039), Design Load: HS 20, Features Intersected: _ALDRIDGE CREEK, Facility Carried by Structure: _BRIARWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.35m (4.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $32,000, Total Project Cost: $353,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 21356, Location: _0.3 mi north of US 72 (Lat: 34.755389, Lng: -86.700278), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 42 (year 2039), Design Load: HS 20, Features Intersected: _Indian Creek Relief, Facility Carried by Structure: _bridgham dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 87.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $80,000, Total Project Cost: $881,000 ( Estimate for 2022)
Structure Number: 21356, Location: _0.3 mi north of US 72 (Lat: 34.755389, Lng: -86.700278), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 42 (year 2039), Design Load: HS 20, Features Intersected: _Indian Creek Relief, Facility Carried by Structure: _bridgham dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 87.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $80,000, Total Project Cost: $881,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 21362, Location: _1.2 Mi W Jct Ala Hwy53 (Lat: 34.779025, Lng: -86.678431), Route carried "on" structure: County highway 32, Year Built: 2020, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,430 (year 2002), Average Future Daily Traffic: 1,716 (year 2035), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: DAN TIBBS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,601,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,761,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21362, Location: _1.2 Mi W Jct Ala Hwy53 (Lat: 34.779025, Lng: -86.678431), Route carried "on" structure: County highway 32, Year Built: 2020, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,430 (year 2002), Average Future Daily Traffic: 1,716 (year 2035), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: DAN TIBBS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,601,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,761,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 21374, Location: _0.5 mile south u.s. 72 (Lat: 34.737528, Lng: -86.668167), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2038), Design Load: HL 93, Features Intersected: Canal, Facility Carried by Structure: _Top Golf DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $37,000, Total Project Cost: $402,000 ( Estimate for 2022)
Structure Number: 21374, Location: _0.5 mile south u.s. 72 (Lat: 34.737528, Lng: -86.668167), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2038), Design Load: HL 93, Features Intersected: Canal, Facility Carried by Structure: _Top Golf DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $37,000, Total Project Cost: $402,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 21443, Location: .10 Mile North Hobbs Road (Lat: 34.621992, Lng: -86.587492), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 14,580 (year 2021), Average Future Daily Traffic: 20,412 (year 2041), Design Load: HS 20, Features Intersected: _Draninage Ditch, Facility Carried by Structure: _Haysland Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 21443, Location: .10 Mile North Hobbs Road (Lat: 34.621992, Lng: -86.587492), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 14,580 (year 2021), Average Future Daily Traffic: 20,412 (year 2041), Design Load: HS 20, Features Intersected: _Draninage Ditch, Facility Carried by Structure: _Haysland Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Find on map >> Show street view
Structure Number: 21444, Location: 0.25 MI NORTH HOBBS ROAD (Lat: 34.617800, Lng: -86.585200), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 14,580 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 20,412 (year 2041), Design Load: HS 20, Features Intersected: UNAMED CREEK, Facility Carried by Structure: _Haysland Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 21444, Location: 0.25 MI NORTH HOBBS ROAD (Lat: 34.617800, Lng: -86.585200), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 14,580 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 20,412 (year 2041), Design Load: HS 20, Features Intersected: UNAMED CREEK, Facility Carried by Structure: _Haysland Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Find on map >> Show street view
Structure Number: 21445, Location: 2.5 MI South of HWY 72 (Lat: 34.696697, Lng: -86.431708), Route carried "on" structure: City street , Year Built: 2004, Year Reconstructed: 2018, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 8,000 (year 2020), Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: _Unnamed Creek, Facility Carried by Structure: _Eastern Bypass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 9.3m (30.5ft), Right: 5.3m (17.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,080,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,188,000 ( Estimate for 2022)
Structure Number: 21445, Location: 2.5 MI South of HWY 72 (Lat: 34.696697, Lng: -86.431708), Route carried "on" structure: City street , Year Built: 2004, Year Reconstructed: 2018, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 8,000 (year 2020), Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: _Unnamed Creek, Facility Carried by Structure: _Eastern Bypass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 9.3m (30.5ft), Right: 5.3m (17.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,080,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,188,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 21524, Location: .6 mi south of old hwy 20 (Lat: 34.661233, Lng: -86.856839), Route carried "on" structure: City street 392, Year Built: 2020, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 4,400 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 6,160 (year 2037), Design Load: HL 93, Features Intersected: Sou RR_, Facility Carried by Structure: Greenbrier PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $4,748,000, Roadway Improvement Cost: $475,000, Total Project Cost: $5,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21524, Location: .6 mi south of old hwy 20 (Lat: 34.661233, Lng: -86.856839), Route carried "on" structure: City street 392, Year Built: 2020, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 4,400 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 6,160 (year 2037), Design Load: HL 93, Features Intersected: Sou RR_, Facility Carried by Structure: Greenbrier PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $4,748,000, Roadway Improvement Cost: $475,000, Total Project Cost: $5,223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 21539, Location: _0.5 mile west of Hwy 20 (Lat: 34.682925, Lng: -86.859178), Route carried "on" structure: City street 393, Year Built: 2019, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,000 (year 2019), Average Future Daily Traffic: 27,000 (year 2039), Design Load: HS 20, Features Intersected: Unnamed Creek, Facility Carried by Structure: Greenbrier Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,494,000, Roadway Improvement Cost: $149,000, Total Project Cost: $1,643,000 ( Estimate for 2022)
Structure Number: 21539, Location: _0.5 mile west of Hwy 20 (Lat: 34.682925, Lng: -86.859178), Route carried "on" structure: City street 393, Year Built: 2019, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,000 (year 2019), Average Future Daily Traffic: 27,000 (year 2039), Design Load: HS 20, Features Intersected: Unnamed Creek, Facility Carried by Structure: Greenbrier Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,494,000, Roadway Improvement Cost: $149,000, Total Project Cost: $1,643,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 21561, Location: 1.7 M S SR 53 & SR 36 (Lat: 34.513575, Lng: -86.594994), Route carried "on" structure: US 231, Year Built: 2020, Status: Open, Structure Length: 28.87m (94.72ft), Average Daily Traffic: 15,090 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,426 (year 2040), Design Load: HL 93, Features Intersected: Slide Area, Facility Carried by Structure: SR 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 484.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 28.87m (94.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $9,106,000, Roadway Improvement Cost: $911,000, Total Project Cost: $10,017,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21561, Location: 1.7 M S SR 53 & SR 36 (Lat: 34.513575, Lng: -86.594994), Route carried "on" structure: US 231, Year Built: 2020, Status: Open, Structure Length: 28.87m (94.72ft), Average Daily Traffic: 15,090 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,426 (year 2040), Design Load: HL 93, Features Intersected: Slide Area, Facility Carried by Structure: SR 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 484.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 28.87m (94.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $9,106,000, Roadway Improvement Cost: $911,000, Total Project Cost: $10,017,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 21562, Location: 1.7 M S SR 53 & SR 36 (Lat: 34.513575, Lng: -86.594994), Route carried "on" structure: US 231, Year Built: 2020, Status: Open, Structure Length: 28.87m (94.72ft), Average Daily Traffic: 15,092 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,426 (year 2040), Design Load: HL 93, Features Intersected: Slide Area, Facility Carried by Structure: SR 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 484.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 28.87m (94.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $9,106,000, Roadway Improvement Cost: $911,000, Total Project Cost: $10,017,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21562, Location: 1.7 M S SR 53 & SR 36 (Lat: 34.513575, Lng: -86.594994), Route carried "on" structure: US 231, Year Built: 2020, Status: Open, Structure Length: 28.87m (94.72ft), Average Daily Traffic: 15,092 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,426 (year 2040), Design Load: HL 93, Features Intersected: Slide Area, Facility Carried by Structure: SR 53
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 484.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 28.87m (94.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $9,106,000, Roadway Improvement Cost: $911,000, Total Project Cost: $10,017,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place