Bridge Statistics for Steele, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 272ft / 83.1mTotal length
- $28,912,000Total costs
- 125,863Total average daily traffic
- 32,820Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Steele
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 91960-1969
- 11970-1979
- 11980-1989
- 31990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 30.0%Very good
- 40.0%Good
- 30.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Channel
- 6.7%Very good
- 33.3%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 16.7%Good
- 83.3%Satisfactory
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Structure Number: 1452, Location: 1.5 MI N JCT SR 79 (Lat: 34.686667, Lng: -86.126667), Route carried "on" structure: State highway 35, Year Built: 1936, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,503 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,104 (year 2039), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.983, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $38,000, Total Project Cost: $413,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1452, Location: 1.5 MI N JCT SR 79 (Lat: 34.686667, Lng: -86.126667), Route carried "on" structure: State highway 35, Year Built: 1936, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,503 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,104 (year 2039), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.983, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $38,000, Total Project Cost: $413,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7244, Location: I 59 * GULF CK (Lat: 33.895556, Lng: -86.239444), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 10,590 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 13,102 (year 2041), Design Load: HS 20, Features Intersected: GULF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.540, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable 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: October 2021, Bridge Improvement Cost: $1,817,000, Roadway Improvement Cost: $182,000, Total Project Cost: $1,999,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7244, Location: I 59 * GULF CK (Lat: 33.895556, Lng: -86.239444), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 10,590 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 13,102 (year 2041), Design Load: HS 20, Features Intersected: GULF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.540, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable 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: October 2021, Bridge Improvement Cost: $1,817,000, Roadway Improvement Cost: $182,000, Total Project Cost: $1,999,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7245, Location: I 59 * GULF CK (Lat: 33.894800, Lng: -86.239039), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 10,590 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 13,102 (year 2041), Design Load: HS 20, Features Intersected: GULF CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.540, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.57m (34.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,248,000, Roadway Improvement Cost: $225,000, Total Project Cost: $2,473,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7245, Location: I 59 * GULF CK (Lat: 33.894800, Lng: -86.239039), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 10,590 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 13,102 (year 2041), Design Load: HS 20, Features Intersected: GULF CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.540, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.57m (34.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,248,000, Roadway Improvement Cost: $225,000, Total Project Cost: $2,473,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7246, Location: 6 MI N US 231 (Lat: 33.921111, Lng: -86.211389), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 10,590 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 13,102 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 277.230, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 84.1 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $571,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7246, Location: 6 MI N US 231 (Lat: 33.921111, Lng: -86.211389), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 10,590 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 13,102 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 277.230, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 84.1 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $571,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7247, Location: 6 MI NO US 231 (Lat: 33.920000, Lng: -86.210278), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Temporarily open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 10,590 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 13,102 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.230, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $638,000, Roadway Improvement Cost: $64,000, Total Project Cost: $702,000 ( Estimate for 2022)
Structure Number: 7247, Location: 6 MI NO US 231 (Lat: 33.920000, Lng: -86.210278), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Temporarily open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 10,590 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 13,102 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.230, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $638,000, Roadway Improvement Cost: $64,000, Total Project Cost: $702,000 ( Estimate for 2022)
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Structure Number: 7249, Location: .1 MI SO. OF STEELE EXIT (Lat: 33.930833, Lng: -86.196944), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,590 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 13,102 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 279.091, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $631,000, Roadway Improvement Cost: $63,000, Total Project Cost: $694,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7249, Location: .1 MI SO. OF STEELE EXIT (Lat: 33.930833, Lng: -86.196944), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,590 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 13,102 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 279.091, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $631,000, Roadway Improvement Cost: $63,000, Total Project Cost: $694,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 725, Location: STEEL INTERCHANGE (Lat: 33.933542, Lng: -86.193953), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 4,000 (year 2041), Design Load: HS 20, Features Intersected: I - 59, Facility Carried by Structure: STEELE STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,943,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,137,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 725, Location: STEEL INTERCHANGE (Lat: 33.933542, Lng: -86.193953), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 4,000 (year 2041), Design Load: HS 20, Features Intersected: I - 59, Facility Carried by Structure: STEELE STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,943,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,137,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7251, Location: 0 . 5 MI SO ETOWAH CO LN (Lat: 33.941389, Lng: -86.174722), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 21,150 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 26,167 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 281.389, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,803,000, Roadway Improvement Cost: $180,000, Total Project Cost: $1,983,000 ( Estimate for 2022)
Structure Number: 7251, Location: 0 . 5 MI SO ETOWAH CO LN (Lat: 33.941389, Lng: -86.174722), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 21,150 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 26,167 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 281.389, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,803,000, Roadway Improvement Cost: $180,000, Total Project Cost: $1,983,000 ( Estimate for 2022)
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Structure Number: 7923, Location: 1.1 MI SE CHANDLER MT CH (Lat: 33.933736, Lng: -86.243772), Route carried "on" structure: ServiceCounty highway 4, Year Built: 1963, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 485 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 720 (year 2033), Design Load: H 15, Features Intersected: NO NAME, Facility Carried by Structure: ST CLAIR CO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Channel: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $810,000, Roadway Improvement Cost: $81,000, Total Project Cost: $891,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7923, Location: 1.1 MI SE CHANDLER MT CH (Lat: 33.933736, Lng: -86.243772), Route carried "on" structure: ServiceCounty highway 4, Year Built: 1963, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 485 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 720 (year 2033), Design Load: H 15, Features Intersected: NO NAME, Facility Carried by Structure: ST CLAIR CO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Channel: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $810,000, Roadway Improvement Cost: $81,000, Total Project Cost: $891,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11987, Location: 0.2 MI W UNION CHURCH (Lat: 33.891619, Lng: -86.307706), Route carried "on" structure: ServiceCounty highway 13, Year Built: 1978, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 450 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 703 (year 2029), Design Load: HS 15, Features Intersected: MUCKLEROY CREEK, Facility Carried by Structure: ST CLAIR CO HWY 1
Minimum Vertical Clearance: 30+ m (98+ ft), 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: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $535,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11987, Location: 0.2 MI W UNION CHURCH (Lat: 33.891619, Lng: -86.307706), Route carried "on" structure: ServiceCounty highway 13, Year Built: 1978, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 450 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 703 (year 2029), Design Load: HS 15, Features Intersected: MUCKLEROY CREEK, Facility Carried by Structure: ST CLAIR CO HWY 1
Minimum Vertical Clearance: 30+ m (98+ ft), 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: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $535,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1452, Location: 2.3 E STEELE (Lat: 33.931822, Lng: -86.165928), Route carried "on" structure: ServiceCounty highway 10, Year Built: 1988, Status: Open, Structure Length: 13.75m (45.11ft), Average Daily Traffic: 500 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 657 (year 2029), Design Load: HS 20, Features Intersected: LITTLE CANOE CREEK, Facility Carried by Structure: FAS ROUTE 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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: 14.55m (47.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,594,000, Roadway Improvement Cost: $259,000, Total Project Cost: $2,853,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1452, Location: 2.3 E STEELE (Lat: 33.931822, Lng: -86.165928), Route carried "on" structure: ServiceCounty highway 10, Year Built: 1988, Status: Open, Structure Length: 13.75m (45.11ft), Average Daily Traffic: 500 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 657 (year 2029), Design Load: HS 20, Features Intersected: LITTLE CANOE CREEK, Facility Carried by Structure: FAS ROUTE 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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: 14.55m (47.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,594,000, Roadway Improvement Cost: $259,000, Total Project Cost: $2,853,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16556, Location: ST. CLAIR/ETOWAH CO LN (Lat: 33.968889, Lng: -86.178056), Route carried "on" structure: Alternate US 11, Year Built: 1996, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,970 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,581 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: December 2021, Bridge Improvement Cost: $2,289,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,518,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16556, Location: ST. CLAIR/ETOWAH CO LN (Lat: 33.968889, Lng: -86.178056), Route carried "on" structure: Alternate US 11, Year Built: 1996, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,970 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,581 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: December 2021, Bridge Improvement Cost: $2,289,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,518,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16947, Location: ETOWAH * ST CLAIR CO LINE (Lat: 33.944167, Lng: -86.166389), Route carried "on" structure: Interstate 59, Year Built: 1997, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 10,575 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 13,083 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.190, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 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 desirable criteria, Length Of Structure Improvement: 10.69m (35.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,299,000, Roadway Improvement Cost: $330,000, Total Project Cost: $3,629,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16947, Location: ETOWAH * ST CLAIR CO LINE (Lat: 33.944167, Lng: -86.166389), Route carried "on" structure: Interstate 59, Year Built: 1997, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 10,575 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 13,083 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.190, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 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 desirable criteria, Length Of Structure Improvement: 10.69m (35.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,299,000, Roadway Improvement Cost: $330,000, Total Project Cost: $3,629,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16948, Location: ETOWAH * ST CLAIR CO LINE (Lat: 33.944167, Lng: -86.166389), Route carried "on" structure: Interstate 59, Year Built: 1997, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 10,575 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 13,083 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.190, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 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 desirable criteria, Length Of Structure Improvement: 10.69m (35.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,299,000, Roadway Improvement Cost: $330,000, Total Project Cost: $3,629,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16948, Location: ETOWAH * ST CLAIR CO LINE (Lat: 33.944167, Lng: -86.166389), Route carried "on" structure: Interstate 59, Year Built: 1997, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 10,575 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 13,083 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.190, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 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 desirable criteria, Length Of Structure Improvement: 10.69m (35.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,299,000, Roadway Improvement Cost: $330,000, Total Project Cost: $3,629,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19058, Location: 3.0 MILES W. OF STEELE (Lat: 33.918225, Lng: -86.252333), Route carried "on" structure: ServiceCounty highway 13, Year Built: 2004, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 215 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 357 (year 2029), Design Load: HS 20, Features Intersected: GULF CREEK, Facility Carried by Structure: BEASON COVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $76,000, Total Project Cost: $836,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19058, Location: 3.0 MILES W. OF STEELE (Lat: 33.918225, Lng: -86.252333), Route carried "on" structure: ServiceCounty highway 13, Year Built: 2004, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 215 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 357 (year 2029), Design Load: HS 20, Features Intersected: GULF CREEK, Facility Carried by Structure: BEASON COVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $76,000, Total Project Cost: $836,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20489, Location: N of AL-53 (US-231) (Lat: 33.901900, Lng: -86.247900), Route carried "on" structure: US 11, Year Built: 2017, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 2,310 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 3,600 (year 2041), Design Load: HS 20+Mod, Features Intersected: Gulf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.432, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 14.2m (46.6ft)
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: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.79m (28.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,772,000, Roadway Improvement Cost: $277,000, Total Project Cost: $3,049,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20489, Location: N of AL-53 (US-231) (Lat: 33.901900, Lng: -86.247900), Route carried "on" structure: US 11, Year Built: 2017, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 2,310 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 3,600 (year 2041), Design Load: HS 20+Mod, Features Intersected: Gulf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.432, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 14.2m (46.6ft)
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: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.79m (28.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,772,000, Roadway Improvement Cost: $277,000, Total Project Cost: $3,049,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 725, Location: STEEL INTERCHANGE (Lat: 33.933542, Lng: -86.193953), Route carried "under" structure: Interstate 59, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 21,180 (year 2021), Truck Traffic: 27%, Features Intersected: I - 59, Facility Carried by Structure: STEELE STATION RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 279.429, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 725, Location: STEEL INTERCHANGE (Lat: 33.933542, Lng: -86.193953), Route carried "under" structure: Interstate 59, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 21,180 (year 2021), Truck Traffic: 27%, Features Intersected: I - 59, Facility Carried by Structure: STEELE STATION RD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 279.429, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)