Bridge Statistics for Glencoe, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 121ft / 37.2mTotal length
- $13,692,000Total costs
- 69,633Total average daily traffic
- 5,846Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Glencoe
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21950-1959
- 51960-1969
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 40.0%Very good
- 20.0%Good
- 40.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 60.0%Good
- 20.0%Fair
- Bridge Condition - Channel
- 8.3%Excellent
- 41.7%Good
- 41.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Culverts
- 14.3%Excellent
- 14.3%Good
- 71.4%Satisfactory
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Structure Number: 1656, Location: 0.1 MI E JCT CO RD 413 (Lat: 34.639311, Lng: -86.410033), Route carried "on" structure: County highway 220, Year Built: 1937, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 600 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 795 (year 2040), Design Load: H 15, Features Intersected: COLLIER BRANCH, Facility Carried by Structure: CHERRY TREE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $216,000 ( Estimate for 2022)
Structure Number: 1656, Location: 0.1 MI E JCT CO RD 413 (Lat: 34.639311, Lng: -86.410033), Route carried "on" structure: County highway 220, Year Built: 1937, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 600 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 795 (year 2040), Design Load: H 15, Features Intersected: COLLIER BRANCH, Facility Carried by Structure: CHERRY TREE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $216,000 ( Estimate for 2022)
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Structure Number: 5344, Location: 300' E OF REEVES RD (Lat: 33.968283, Lng: -85.924058), Route carried "on" structure: County highway 217, Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 829 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,235 (year 2031), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: ROCKY FORD 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $294,000 ( Estimate for 2022)
Structure Number: 5344, Location: 300' E OF REEVES RD (Lat: 33.968283, Lng: -85.924058), Route carried "on" structure: County highway 217, Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 829 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,235 (year 2031), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: ROCKY FORD 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $294,000 ( Estimate for 2022)
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Structure Number: 5661, Location: CO0195 WEBSTERS CHAPEL RD (Lat: 33.968333, Lng: -85.861667), Route carried "on" structure: County highway 195, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 675 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 891 (year 2033), Design Load: H 15, Features Intersected: TRIB OF BIG COVE CK, Facility Carried by Structure: WEBSTERS CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $17,000, Total Project Cost: $182,000 ( Estimate for 2022)
Structure Number: 5661, Location: CO0195 WEBSTERS CHAPEL RD (Lat: 33.968333, Lng: -85.861667), Route carried "on" structure: County highway 195, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 675 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 891 (year 2033), Design Load: H 15, Features Intersected: TRIB OF BIG COVE CK, Facility Carried by Structure: WEBSTERS CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $17,000, Total Project Cost: $182,000 ( Estimate for 2022)
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Structure Number: 6897, Location: 0.4 MI N JCT SR 204 (Lat: 33.857722, Lng: -85.915667), Route carried "on" structure: US 431, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 13,897 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 19,456 (year 2039), Design Load: H 20, Features Intersected: OHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.120, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,650,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,815,000 ( Estimate for 2022)
Structure Number: 6897, Location: 0.4 MI N JCT SR 204 (Lat: 33.857722, Lng: -85.915667), Route carried "on" structure: US 431, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 13,897 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 19,456 (year 2039), Design Load: H 20, Features Intersected: OHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.120, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,650,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,815,000 ( Estimate for 2022)
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Structure Number: 6898, Location: 3 . 3 MI NO ETOWAH CO LN (Lat: 33.951747, Lng: -85.928850), Route carried "on" structure: US 431, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15,620 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 21,868 (year 2039), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 408.855, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,074,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,181,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6898, Location: 3 . 3 MI NO ETOWAH CO LN (Lat: 33.951747, Lng: -85.928850), Route carried "on" structure: US 431, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15,620 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 21,868 (year 2039), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 408.855, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,074,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,181,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7899, Location: 0.7 MI N JCT SR 204 (Lat: 33.865636, Lng: -85.915561), Route carried "on" structure: US 431, Year Built: 1963, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 7,833 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,966 (year 2039), Design Load: HS 20, Features Intersected: OHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.989, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, 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: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.52m (31.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,958,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,154,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7899, Location: 0.7 MI N JCT SR 204 (Lat: 33.865636, Lng: -85.915561), Route carried "on" structure: US 431, Year Built: 1963, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 7,833 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,966 (year 2039), Design Load: HS 20, Features Intersected: OHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.989, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, 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: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.52m (31.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,958,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,154,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 79, Location: 0.7 MI N JCT SR 204 (Lat: 33.865692, Lng: -85.915383), Route carried "on" structure: US 431, Year Built: 1963, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 7,833 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,966 (year 2039), Design Load: HS 20, Features Intersected: OHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.989, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, 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: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.52m (31.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,958,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,154,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 79, Location: 0.7 MI N JCT SR 204 (Lat: 33.865692, Lng: -85.915383), Route carried "on" structure: US 431, Year Built: 1963, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 7,833 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,966 (year 2039), Design Load: HS 20, Features Intersected: OHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.989, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, 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: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.52m (31.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,958,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,154,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1656, Location: COLLEGE ST @ LIL COVE CK (Lat: 33.905000, Lng: -85.883333), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,145 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,648 (year 2034), Design Load: HS 20, Features Intersected: LIL COVE CREEK, Facility Carried by Structure: COLLEGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $606,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1656, Location: COLLEGE ST @ LIL COVE CK (Lat: 33.905000, Lng: -85.883333), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,145 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,648 (year 2034), Design Load: HS 20, Features Intersected: LIL COVE CREEK, Facility Carried by Structure: COLLEGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $606,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18803, Location: 3/4 MI FROM LONESOME BEND (Lat: 33.980806, Lng: -85.921672), Route carried "on" structure: County highway 185, Year Built: 2003, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 675 (year 2003), Average Future Daily Traffic: 675 (year 2034), Design Load: HS 20, Features Intersected: LITTLE COVE CREEK, Facility Carried by Structure: RABBITTOWN ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, 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: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 18803, Location: 3/4 MI FROM LONESOME BEND (Lat: 33.980806, Lng: -85.921672), Route carried "on" structure: County highway 185, Year Built: 2003, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 675 (year 2003), Average Future Daily Traffic: 675 (year 2034), Design Load: HS 20, Features Intersected: LITTLE COVE CREEK, Facility Carried by Structure: RABBITTOWN ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, 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: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 18889, Location: 2.5 MI EAST OF 431 (Lat: 33.994853, Lng: -85.925167), Route carried "on" structure: US 278, Year Built: 2003, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 14,876 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 20,826 (year 2038), Design Load: HS 20, Features Intersected: LITTLE COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 221.088, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.90m (32.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,667,000, Roadway Improvement Cost: $367,000, Total Project Cost: $4,034,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18889, Location: 2.5 MI EAST OF 431 (Lat: 33.994853, Lng: -85.925167), Route carried "on" structure: US 278, Year Built: 2003, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 14,876 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 20,826 (year 2038), Design Load: HS 20, Features Intersected: LITTLE COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 221.088, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.90m (32.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,667,000, Roadway Improvement Cost: $367,000, Total Project Cost: $4,034,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20726, Location: MCLUNNEY @ MIMOSA (Lat: 34.002972, Lng: -85.942297), Route carried "on" structure: County highway 387, Year Built: 1965, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 450 (year 2010), Average Future Daily Traffic: 738 (year 2035), Features Intersected: COAL CREEK, Facility Carried by Structure: MCLUNNEY ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 15.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $250,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20726, Location: MCLUNNEY @ MIMOSA (Lat: 34.002972, Lng: -85.942297), Route carried "on" structure: County highway 387, Year Built: 1965, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 450 (year 2010), Average Future Daily Traffic: 738 (year 2035), Features Intersected: COAL CREEK, Facility Carried by Structure: MCLUNNEY ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 15.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $250,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21002, Location: Pineview Road (Lat: 33.953286, Lng: -85.928089), Route carried "on" structure: City street 55, Year Built: 2016, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,500 (year 2020), Design Load: HS 20, Features Intersected: Lil Cove creek, Facility Carried by Structure: Pineview Road
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 1.500, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 21002, Location: Pineview Road (Lat: 33.953286, Lng: -85.928089), Route carried "on" structure: City street 55, Year Built: 2016, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,500 (year 2020), Design Load: HS 20, Features Intersected: Lil Cove creek, Facility Carried by Structure: Pineview Road
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 1.500, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 552, Location: 0.7 MI EAST JCT US 431 (Lat: 33.856472, Lng: -85.905722), Route carried "under" structure: State highway 204, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 2013), Truck Traffic: 6%, Features Intersected: SR 204, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.649, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.1m (20.0ft)
Structure Number: 552, Location: 0.7 MI EAST JCT US 431 (Lat: 33.856472, Lng: -85.905722), Route carried "under" structure: State highway 204, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 2013), Truck Traffic: 6%, Features Intersected: SR 204, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.649, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.1m (20.0ft)