Bridge Statistics for Hartselle, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 11940-1949
- 31950-1959
- 161960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- 122000-2009
- 32010-2019
- Bridge Condition - Deck
- 15.4%Very good
- 30.8%Good
- 30.8%Satisfactory
- 19.2%Fair
- 3.8%Poor
- Bridge Condition - Superstructure
- 19.2%Very good
- 46.2%Good
- 15.4%Satisfactory
- 19.2%Fair
- Bridge Condition - Substructure
- 26.9%Very good
- 42.3%Good
- 11.5%Satisfactory
- 15.4%Fair
- 3.8%Serious
- Bridge Condition - Channel
- 21.9%Very good
- 34.4%Good
- 31.3%Satisfactory
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Good
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Structure Number: 95, Location: JCT SPARKMAN ST*SHOAL CRK (Lat: 34.427364, Lng: -86.929136), Route carried "on" structure: City street , Year Built: 1915, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,123 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 4,900 (year 2036), Design Load: H 15, Features Intersected: SHOAL CREEK, Facility Carried by Structure: SPARKMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 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 replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $570,000, Roadway Improvement Cost: $57,000, Total Project Cost: $627,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 95, Location: JCT SPARKMAN ST*SHOAL CRK (Lat: 34.427364, Lng: -86.929136), Route carried "on" structure: City street , Year Built: 1915, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,123 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 4,900 (year 2036), Design Load: H 15, Features Intersected: SHOAL CREEK, Facility Carried by Structure: SPARKMAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 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 replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $570,000, Roadway Improvement Cost: $57,000, Total Project Cost: $627,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 846, Location: 2.5 MI S SR 36 (Lat: 34.411642, Lng: -86.872342), Route carried "on" structure: County highway 165, Year Built: 1930, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 960 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 1,845 (year 2040), Design Load: HS 15, Features Intersected: CEDAR CREEK, Facility Carried by Structure: MT. TABOR ROAD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $294,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 846, Location: 2.5 MI S SR 36 (Lat: 34.411642, Lng: -86.872342), Route carried "on" structure: County highway 165, Year Built: 1930, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 960 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 1,845 (year 2040), Design Load: HS 15, Features Intersected: CEDAR CREEK, Facility Carried by Structure: MT. TABOR ROAD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $294,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4546, Location: 1.3 M S JCT SR 3 & SR 36 (Lat: 34.426339, Lng: -86.930361), Route carried "on" structure: US 31, Year Built: 1953, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 7,835 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,064 (year 2033), Design Load: HS 20, Features Intersected: SHOALS CREEK, Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 555.285, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,403,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,543,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4546, Location: 1.3 M S JCT SR 3 & SR 36 (Lat: 34.426339, Lng: -86.930361), Route carried "on" structure: US 31, Year Built: 1953, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 7,835 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,064 (year 2033), Design Load: HS 20, Features Intersected: SHOALS CREEK, Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 555.285, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,403,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,543,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4547, Location: 1.3 M S JCT SR 3 & SR 36 (Lat: 34.426667, Lng: -86.930000), Route carried "on" structure: US 31, Year Built: 1953, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 7,835 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,064 (year 2033), Design Load: HS 20, Features Intersected: SHOALS CREEK, Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 555.285, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,403,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,543,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4547, Location: 1.3 M S JCT SR 3 & SR 36 (Lat: 34.426667, Lng: -86.930000), Route carried "on" structure: US 31, Year Built: 1953, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 7,835 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,064 (year 2033), Design Load: HS 20, Features Intersected: SHOALS CREEK, Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 555.285, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,403,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,543,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5251, Location: 2.0 MI FR SR 31 (Lat: 34.405950, Lng: -86.976644), Route carried "on" structure: County highway 55, Year Built: 1955, Status: Posted for load, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,600 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,137 (year 2040), Design Load: H 15, Features Intersected: FLINT CREEK, Facility Carried by Structure: NANCEFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 8.35m (27.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,317,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,449,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5251, Location: 2.0 MI FR SR 31 (Lat: 34.405950, Lng: -86.976644), Route carried "on" structure: County highway 55, Year Built: 1955, Status: Posted for load, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,600 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,137 (year 2040), Design Load: H 15, Features Intersected: FLINT CREEK, Facility Carried by Structure: NANCEFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 8.35m (27.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,317,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,449,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 716, Location: 0.4 MI E I65 (Lat: 34.451417, Lng: -86.888108), Route carried "on" structure: County highway 179, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 975 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: HS 15, Features Intersected: BRANCH OF CEDAR CREEK, Facility Carried by Structure: LOCKHART ROAD
Minimum Vertical Clearance: 12.19m (39.99ft), 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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $333,000, Roadway Improvement Cost: $33,000, Total Project Cost: $366,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 716, Location: 0.4 MI E I65 (Lat: 34.451417, Lng: -86.888108), Route carried "on" structure: County highway 179, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 975 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,875 (year 2040), Design Load: HS 15, Features Intersected: BRANCH OF CEDAR CREEK, Facility Carried by Structure: LOCKHART ROAD
Minimum Vertical Clearance: 12.19m (39.99ft), 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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $333,000, Roadway Improvement Cost: $33,000, Total Project Cost: $366,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 741, Location: 2.0 M N CO RD 0131 (Lat: 34.396522, Lng: -86.967822), Route carried "on" structure: County highway 40, Year Built: 1961, Status: Posted for load, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 630 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 1,364 (year 2042), Design Load: H 15, Features Intersected: FLINT CREEK, Facility Carried by Structure: BARKLEY BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.23m (33.56ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $2,034,000, Roadway Improvement Cost: $203,000, Total Project Cost: $2,237,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 741, Location: 2.0 M N CO RD 0131 (Lat: 34.396522, Lng: -86.967822), Route carried "on" structure: County highway 40, Year Built: 1961, Status: Posted for load, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 630 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 1,364 (year 2042), Design Load: H 15, Features Intersected: FLINT CREEK, Facility Carried by Structure: BARKLEY BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.23m (33.56ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $2,034,000, Roadway Improvement Cost: $203,000, Total Project Cost: $2,237,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7637, Location: 0.2 MI E. US 31 (Lat: 34.413333, Lng: -86.916667), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 5,621 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 6,373 (year 2030), Design Load: H 15, Features Intersected: L * N RAILROAD, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $949,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,044,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7637, Location: 0.2 MI E. US 31 (Lat: 34.413333, Lng: -86.916667), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 5,621 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 6,373 (year 2030), Design Load: H 15, Features Intersected: L * N RAILROAD, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $949,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,044,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8079, Location: 1.0 MI S SR 36 (Lat: 34.438519, Lng: -86.921028), Route carried "on" structure: County highway 179, Year Built: 1963, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,275 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,080 (year 2040), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: PARKER ROAD
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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $63,000, Total Project Cost: $692,000 ( Estimate for 2022)
Structure Number: 8079, Location: 1.0 MI S SR 36 (Lat: 34.438519, Lng: -86.921028), Route carried "on" structure: County highway 179, Year Built: 1963, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,275 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,080 (year 2040), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: PARKER ROAD
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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $63,000, Total Project Cost: $692,000 ( Estimate for 2022)
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Structure Number: 9536, Location: 3 MI S JCT SR 36 & I 65 (Lat: 34.406403, Lng: -86.898264), Route carried "on" structure: Interstate 65, Year Built: 1968, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 16,610 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 21,043 (year 2033), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 522.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,787,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,966,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9536, Location: 3 MI S JCT SR 36 & I 65 (Lat: 34.406403, Lng: -86.898264), Route carried "on" structure: Interstate 65, Year Built: 1968, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 16,610 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 21,043 (year 2033), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 522.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,787,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,966,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9537, Location: 3 MI S JCT I 65 & SR 36 (Lat: 34.406408, Lng: -86.897961), Route carried "on" structure: Interstate 65, Year Built: 1968, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 16,610 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 21,043 (year 2033), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 522.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,787,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,966,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9537, Location: 3 MI S JCT I 65 & SR 36 (Lat: 34.406408, Lng: -86.897961), Route carried "on" structure: Interstate 65, Year Built: 1968, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 16,610 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 21,043 (year 2033), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 522.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,787,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,966,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9538, Location: 1 MI S JCT I 65 & SR 36 (Lat: 34.430833, Lng: -86.899236), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 1,420 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,464 (year 2034), Design Load: H 20, Features Intersected: I 65, Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.81m (35.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,150,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,365,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9538, Location: 1 MI S JCT I 65 & SR 36 (Lat: 34.430833, Lng: -86.899236), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 1,420 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,464 (year 2034), Design Load: H 20, Features Intersected: I 65, Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.81m (35.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,150,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,365,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9539, Location: 0.2 MI S JCT I 65 & SR 36 (Lat: 34.446361, Lng: -86.901056), Route carried "on" structure: Interstate 65, Year Built: 1968, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 34,110 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 43,215 (year 2033), Design Load: H 20, Features Intersected: SHOALS CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 526.724, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $3,920,000, Roadway Improvement Cost: $392,000, Total Project Cost: $4,312,000 ( Estimate for 2022)
Structure Number: 9539, Location: 0.2 MI S JCT I 65 & SR 36 (Lat: 34.446361, Lng: -86.901056), Route carried "on" structure: Interstate 65, Year Built: 1968, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 34,110 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 43,215 (year 2033), Design Load: H 20, Features Intersected: SHOALS CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 526.724, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $3,920,000, Roadway Improvement Cost: $392,000, Total Project Cost: $4,312,000 ( Estimate for 2022)
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Structure Number: 954, Location: 2 MI N JCT I 65 & SR 36 (Lat: 34.474083, Lng: -86.897797), Route carried "on" structure: County highway 47, Year Built: 1968, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 1,965 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,560 (year 2034), Design Load: HS 20, Features Intersected: I 65, Facility Carried by Structure: BETHEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.57m (37.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,619,000, Roadway Improvement Cost: $262,000, Total Project Cost: $2,881,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 954, Location: 2 MI N JCT I 65 & SR 36 (Lat: 34.474083, Lng: -86.897797), Route carried "on" structure: County highway 47, Year Built: 1968, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 1,965 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,560 (year 2034), Design Load: HS 20, Features Intersected: I 65, Facility Carried by Structure: BETHEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.57m (37.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,619,000, Roadway Improvement Cost: $262,000, Total Project Cost: $2,881,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9711, Location: JCT SR 36 & I 65 (Lat: 34.449108, Lng: -86.900897), Route carried "on" structure: State highway 36, Year Built: 1968, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 11,780 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 14,260 (year 2033), Design Load: HS 20, Features Intersected: I 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.643, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.55m (28.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,935,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,129,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9711, Location: JCT SR 36 & I 65 (Lat: 34.449108, Lng: -86.900897), Route carried "on" structure: State highway 36, Year Built: 1968, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 11,780 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 14,260 (year 2033), Design Load: HS 20, Features Intersected: I 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.643, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.55m (28.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,935,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,129,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10085, Location: 1.5 MI N ST RT 36 (Lat: 34.459250, Lng: -86.997406), Route carried "on" structure: County highway 106, Year Built: 1969, Status: Posted for load, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 1,050 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 2,227 (year 2042), Design Load: H 15, Features Intersected: NO BUSINESS CREEK, Facility Carried by Structure: FOREST CHAPEL ROAD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 9.23m (30.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $1,835,000, Roadway Improvement Cost: $184,000, Total Project Cost: $2,019,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10085, Location: 1.5 MI N ST RT 36 (Lat: 34.459250, Lng: -86.997406), Route carried "on" structure: County highway 106, Year Built: 1969, Status: Posted for load, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 1,050 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 2,227 (year 2042), Design Load: H 15, Features Intersected: NO BUSINESS CREEK, Facility Carried by Structure: FOREST CHAPEL ROAD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 9.23m (30.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $1,835,000, Roadway Improvement Cost: $184,000, Total Project Cost: $2,019,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11276, Location: 0.5 MI S CR 123 (Lat: 34.407350, Lng: -86.907303), Route carried "on" structure: County highway 126, Year Built: 1974, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 145 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: CEDAR CREEK ROAD
Minimum Vertical Clearance: 12.13m (39.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $557,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11276, Location: 0.5 MI S CR 123 (Lat: 34.407350, Lng: -86.907303), Route carried "on" structure: County highway 126, Year Built: 1974, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 145 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 280 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: CEDAR CREEK ROAD
Minimum Vertical Clearance: 12.13m (39.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $557,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12688, Location: 2 MI S JCT I 65 & SR 36 (Lat: 34.412411, Lng: -86.897994), Route carried "on" structure: County highway 88, Year Built: 1968, Year Reconstructed: 1982, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 1,742 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,240 (year 2036), Design Load: HS 20, Features Intersected: I 65, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,436,000, Roadway Improvement Cost: $344,000, Total Project Cost: $3,780,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12688, Location: 2 MI S JCT I 65 & SR 36 (Lat: 34.412411, Lng: -86.897994), Route carried "on" structure: County highway 88, Year Built: 1968, Year Reconstructed: 1982, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 1,742 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,240 (year 2036), Design Load: HS 20, Features Intersected: I 65, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,436,000, Roadway Improvement Cost: $344,000, Total Project Cost: $3,780,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13069, Location: 0.20 MI E O I65 (Lat: 34.430697, Lng: -86.897089), Route carried "on" structure: County highway 237, Year Built: 1983, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 135 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 262 (year 2041), Design Load: HS 15, Features Intersected: BRANCH OF CEDAR CR, Facility Carried by Structure: TIMBER GAP CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13069, Location: 0.20 MI E O I65 (Lat: 34.430697, Lng: -86.897089), Route carried "on" structure: County highway 237, Year Built: 1983, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 135 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 262 (year 2041), Design Load: HS 15, Features Intersected: BRANCH OF CEDAR CR, Facility Carried by Structure: TIMBER GAP CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13658, Location: 5.75 MI N CULLMAN CO LN (Lat: 34.396044, Lng: -86.951583), Route carried "on" structure: County highway 51, Year Built: 1985, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 610 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,243 (year 2040), Design Load: HS 20, Features Intersected: FLINT CREEK, Facility Carried by Structure: HUCKABY BRG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.06m (29.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,614,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,775,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13658, Location: 5.75 MI N CULLMAN CO LN (Lat: 34.396044, Lng: -86.951583), Route carried "on" structure: County highway 51, Year Built: 1985, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 610 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,243 (year 2040), Design Load: HS 20, Features Intersected: FLINT CREEK, Facility Carried by Structure: HUCKABY BRG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.06m (29.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,614,000, Roadway Improvement Cost: $161,000, Total Project Cost: $1,775,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17162, Location: 2 MI W JCT SR 36 & SR 3 (Lat: 34.442383, Lng: -86.983650), Route carried "on" structure: State highway 36, Year Built: 2001, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 7,120 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 8,619 (year 2033), Design Load: HS 20, Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.063, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 9.90m (32.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,783,000, Roadway Improvement Cost: $278,000, Total Project Cost: $3,061,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17162, Location: 2 MI W JCT SR 36 & SR 3 (Lat: 34.442383, Lng: -86.983650), Route carried "on" structure: State highway 36, Year Built: 2001, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 7,120 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 8,619 (year 2033), Design Load: HS 20, Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.063, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 9.90m (32.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,783,000, Roadway Improvement Cost: $278,000, Total Project Cost: $3,061,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17537, Location: 1.5 MI. N CR 013 (Lat: 34.393342, Lng: -87.029831), Route carried "on" structure: County highway 32, Year Built: 1995, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 400 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 994 (year 2040), Features Intersected: CROWABOUT CREEK, Facility Carried by Structure: HOPEWELL ROAD
Minimum Vertical Clearance: 10.00m (32.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $806,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17537, Location: 1.5 MI. N CR 013 (Lat: 34.393342, Lng: -87.029831), Route carried "on" structure: County highway 32, Year Built: 1995, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 400 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 994 (year 2040), Features Intersected: CROWABOUT CREEK, Facility Carried by Structure: HOPEWELL ROAD
Minimum Vertical Clearance: 10.00m (32.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $806,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17543, Location: 2.0 MI EAST HWY 31 (Lat: 34.476617, Lng: -86.940667), Route carried "on" structure: County highway 192, Year Built: 1940, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 115 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2041), Features Intersected: VILLIAGE BRANCH, Facility Carried by Structure: BURLESON MTN ROAD
Minimum Vertical Clearance: 8.46m (27.76ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Poor, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: July 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $144,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17543, Location: 2.0 MI EAST HWY 31 (Lat: 34.476617, Lng: -86.940667), Route carried "on" structure: County highway 192, Year Built: 1940, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 115 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 224 (year 2041), Features Intersected: VILLIAGE BRANCH, Facility Carried by Structure: BURLESON MTN ROAD
Minimum Vertical Clearance: 8.46m (27.76ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Poor, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: July 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $144,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17592, Location: 2.0 MI S SR 36 (Lat: 34.392911, Lng: -87.028069), Route carried "on" structure: County highway 32, Year Built: 1995, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 450 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 994 (year 2040), Features Intersected: CROWDABOUT CREEK, Facility Carried by Structure: HOPEWELL ROAD
Minimum Vertical Clearance: 15.00m (49.21ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17592, Location: 2.0 MI S SR 36 (Lat: 34.392911, Lng: -87.028069), Route carried "on" structure: County highway 32, Year Built: 1995, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 450 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 994 (year 2040), Features Intersected: CROWDABOUT CREEK, Facility Carried by Structure: HOPEWELL ROAD
Minimum Vertical Clearance: 15.00m (49.21ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,217,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17826, Location: 1.5 MI WEST SR36 (Lat: 34.448119, Lng: -87.021642), Route carried "on" structure: County highway 1072, Year Built: 2001, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,480 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 5,593 (year 2041), Design Load: HS 20, Features Intersected: NO BUSINESS CREEK, Facility Carried by Structure: IRON MAN ROAD
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,792,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,971,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17826, Location: 1.5 MI WEST SR36 (Lat: 34.448119, Lng: -87.021642), Route carried "on" structure: County highway 1072, Year Built: 2001, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,480 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 5,593 (year 2041), Design Load: HS 20, Features Intersected: NO BUSINESS CREEK, Facility Carried by Structure: IRON MAN ROAD
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,792,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,971,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17923, Location: 3.0 MI EAST OF I-65 (Lat: 34.412075, Lng: -86.854117), Route carried "on" structure: County highway 1175, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2000), Average Future Daily Traffic: 221 (year 2040), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: LAWRENCE ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2022)
Structure Number: 17923, Location: 3.0 MI EAST OF I-65 (Lat: 34.412075, Lng: -86.854117), Route carried "on" structure: County highway 1175, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2000), Average Future Daily Traffic: 221 (year 2040), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: LAWRENCE ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2022)
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Structure Number: 18445, Location: 0.5 MI EAST I-65 (Lat: 34.410267, Lng: -86.893933), Route carried "on" structure: County highway 1123, Year Built: 2002, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,750 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 3,787 (year 2040), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,161,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,277,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18445, Location: 0.5 MI EAST I-65 (Lat: 34.410267, Lng: -86.893933), Route carried "on" structure: County highway 1123, Year Built: 2002, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,750 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 3,787 (year 2040), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: THOMPSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,161,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,277,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18471, Location: 2 MILES SOUTH SR36 (Lat: 34.419264, Lng: -86.867303), Route carried "on" structure: County highway 1169, Year Built: 2003, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 960 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 1,999 (year 2038), Design Load: HS 20, Features Intersected: OUTLAW SPRINGS CREEK, Facility Carried by Structure: MT TABOR ROAD
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $48,000, Total Project Cost: $527,000 ( Estimate for 2022)
Structure Number: 18471, Location: 2 MILES SOUTH SR36 (Lat: 34.419264, Lng: -86.867303), Route carried "on" structure: County highway 1169, Year Built: 2003, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 960 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 1,999 (year 2038), Design Load: HS 20, Features Intersected: OUTLAW SPRINGS CREEK, Facility Carried by Structure: MT TABOR ROAD
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $48,000, Total Project Cost: $527,000 ( Estimate for 2022)
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Structure Number: 18605, Location: 1.4 MI NORTH SR36 (Lat: 34.471650, Lng: -86.923119), Route carried "on" structure: County highway 1190, Year Built: 2004, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 1,183 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 2,560 (year 2042), Design Load: HS 20, Features Intersected: VILLAGE CREEK, Facility Carried by Structure: INDIAN HILLS ROAD
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $790,000, Roadway Improvement Cost: $79,000, Total Project Cost: $869,000 ( Estimate for 2022)
Structure Number: 18605, Location: 1.4 MI NORTH SR36 (Lat: 34.471650, Lng: -86.923119), Route carried "on" structure: County highway 1190, Year Built: 2004, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 1,183 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 2,560 (year 2042), Design Load: HS 20, Features Intersected: VILLAGE CREEK, Facility Carried by Structure: INDIAN HILLS ROAD
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $790,000, Roadway Improvement Cost: $79,000, Total Project Cost: $869,000 ( Estimate for 2022)
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Structure Number: 18797, Location: 2.0 MI SOUTH SR 36 (Lat: 34.397803, Lng: -87.021625), Route carried "on" structure: County highway 1035, Year Built: 2003, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 580 (year 2002), Average Future Daily Traffic: 1,228 (year 2042), Design Load: HS 20, Features Intersected: CROWDABOUT CREEK, Facility Carried by Structure: NEW CUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $1,419,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18797, Location: 2.0 MI SOUTH SR 36 (Lat: 34.397803, Lng: -87.021625), Route carried "on" structure: County highway 1035, Year Built: 2003, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 580 (year 2002), Average Future Daily Traffic: 1,228 (year 2042), Design Load: HS 20, Features Intersected: CROWDABOUT CREEK, Facility Carried by Structure: NEW CUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $1,419,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18967, Location: 1.0 MI EAST CO RD 179 (Lat: 34.477558, Lng: -86.884011), Route carried "on" structure: County highway 1189, Year Built: 2005, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 487 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 1,014 (year 2041), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: NATURAL BRIDGE RD
Minimum Vertical Clearance: 12.19m (39.99ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: July 2021, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $47,000, Total Project Cost: $520,000 ( Estimate for 2022)
Structure Number: 18967, Location: 1.0 MI EAST CO RD 179 (Lat: 34.477558, Lng: -86.884011), Route carried "on" structure: County highway 1189, Year Built: 2005, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 487 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 1,014 (year 2041), Design Load: HS 20, Features Intersected: SHOAL CREEK, Facility Carried by Structure: NATURAL BRIDGE RD
Minimum Vertical Clearance: 12.19m (39.99ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: July 2021, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $47,000, Total Project Cost: $520,000 ( Estimate for 2022)
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Structure Number: 19671, Location: Kuykendall Road (Lat: 34.286667, Lng: -86.163333), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2041), Design Load: H 15, Features Intersected: WOLF CREEK, Facility Carried by Structure: KUYKENDALL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.449, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $27,000, Total Project Cost: $296,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19671, Location: Kuykendall Road (Lat: 34.286667, Lng: -86.163333), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2041), Design Load: H 15, Features Intersected: WOLF CREEK, Facility Carried by Structure: KUYKENDALL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.449, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $27,000, Total Project Cost: $296,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19884, Location: WEST OF FIRE STATION # 5 (Lat: 33.260467, Lng: -86.741447), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 3,177 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,500 (year 2041), Design Load: HS 20, Features Intersected: S. FORK YELLOWLEAF CREEK, Facility Carried by Structure: BALLANTRAE CLUB DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $48,000, Total Project Cost: $527,000 ( Estimate for 2022)
Structure Number: 19884, Location: WEST OF FIRE STATION # 5 (Lat: 33.260467, Lng: -86.741447), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 3,177 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,500 (year 2041), Design Load: HS 20, Features Intersected: S. FORK YELLOWLEAF CREEK, Facility Carried by Structure: BALLANTRAE CLUB DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $48,000, Total Project Cost: $527,000 ( Estimate for 2022)
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Structure Number: 19992, Location: .5 MILES EAST OF HWY 31 (Lat: 34.449700, Lng: -86.934200), Route carried "on" structure: City street 7, Year Built: 2009, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 928 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,039 (year 2036), Design Load: HS 20, Features Intersected: C.S.X.T. R.R., Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
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: 50.3 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,334,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,467,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19992, Location: .5 MILES EAST OF HWY 31 (Lat: 34.449700, Lng: -86.934200), Route carried "on" structure: City street 7, Year Built: 2009, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 928 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,039 (year 2036), Design Load: HS 20, Features Intersected: C.S.X.T. R.R., Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
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: 50.3 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,334,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,467,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2085, Location: 2 Miles West of SR 31 (Lat: 34.463447, Lng: -86.975078), Route carried "on" structure: County highway 1097, Year Built: 2017, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 2,275 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 3,659 (year 2040), Design Load: HS 20, Features Intersected: Flint Creek, Facility Carried by Structure: Vaughn Bridge Road
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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 85.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,248,000, Roadway Improvement Cost: $325,000, Total Project Cost: $3,573,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2085, Location: 2 Miles West of SR 31 (Lat: 34.463447, Lng: -86.975078), Route carried "on" structure: County highway 1097, Year Built: 2017, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 2,275 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 3,659 (year 2040), Design Load: HS 20, Features Intersected: Flint Creek, Facility Carried by Structure: Vaughn Bridge Road
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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 85.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,248,000, Roadway Improvement Cost: $325,000, Total Project Cost: $3,573,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20945, Location: 0.5mi E of Hwy 31 (Lat: 34.399978, Lng: -86.910881), Route carried "on" structure: County highway 1124, Year Built: 2017, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2040), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: Cedar Cr Church Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $69,000, Total Project Cost: $759,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20945, Location: 0.5mi E of Hwy 31 (Lat: 34.399978, Lng: -86.910881), Route carried "on" structure: County highway 1124, Year Built: 2017, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2040), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: Cedar Cr Church Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $69,000, Total Project Cost: $759,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 21078, Location: 1 mi North of SR36 (Lat: 34.429150, Lng: -87.039917), Route carried "on" structure: County highway 66, Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 150 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 295 (year 2040), Design Load: HS 20, Features Intersected: No Business Creek, Facility Carried by Structure: Targum Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $271,000 ( Estimate for 2022)
Structure Number: 21078, Location: 1 mi North of SR36 (Lat: 34.429150, Lng: -87.039917), Route carried "on" structure: County highway 66, Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 150 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 295 (year 2040), Design Load: HS 20, Features Intersected: No Business Creek, Facility Carried by Structure: Targum Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $271,000 ( Estimate for 2022)
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Structure Number: 21093, Location: 2.5mi North of SR36 (Lat: 34.445547, Lng: -87.037983), Route carried "on" structure: County highway 1066, Year Built: 2015, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 334 (year 2041), Design Load: HS 20, Features Intersected: Neel Creek, Facility Carried by Structure: Targum Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022)
Structure Number: 21093, Location: 2.5mi North of SR36 (Lat: 34.445547, Lng: -87.037983), Route carried "on" structure: County highway 1066, Year Built: 2015, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 334 (year 2041), Design Load: HS 20, Features Intersected: Neel Creek, Facility Carried by Structure: Targum Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $387,000 ( Estimate for 2022)
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Structure Number: 9538, Location: 1 MI S JCT I 65 & SR 36 (Lat: 34.430833, Lng: -86.899236), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 34,110 (year 2020), Truck Traffic: 30%, Features Intersected: I 65, Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 524.550, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 9538, Location: 1 MI S JCT I 65 & SR 36 (Lat: 34.430833, Lng: -86.899236), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 34,110 (year 2020), Truck Traffic: 30%, Features Intersected: I 65, Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 524.550, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 954, Location: 2 MI N JCT I 65 & SR 36 (Lat: 34.474083, Lng: -86.897797), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 35,580 (year 2020), Truck Traffic: 30%, Features Intersected: I 65, Facility Carried by Structure: BETHEL RD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 529.811, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 954, Location: 2 MI N JCT I 65 & SR 36 (Lat: 34.474083, Lng: -86.897797), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 35,580 (year 2020), Truck Traffic: 30%, Features Intersected: I 65, Facility Carried by Structure: BETHEL RD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 529.811, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 9711, Location: JCT SR 36 & I 65 (Lat: 34.449108, Lng: -86.900897), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 35,580 (year 2019), Truck Traffic: 30%, Features Intersected: I 65, Facility Carried by Structure: SR 36
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 527.051, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 9711, Location: JCT SR 36 & I 65 (Lat: 34.449108, Lng: -86.900897), Route carried "under" structure: Interstate 65, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 35,580 (year 2019), Truck Traffic: 30%, Features Intersected: I 65, Facility Carried by Structure: SR 36
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 527.051, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.7m (67.9ft)