Bridge Statistics for Odenville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 935,  Location: AT RR TRUSSELS CO HWY280 (Lat: 33.347678,  Lng: -86.641169),  Route carried "on" structure: County highway 280,  Year Built: 1931,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,100 (year 2041),  Design Load: H 15,  Features Intersected: YELLOWLEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.67m (21.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,144,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,258,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2612,  Location: 200' EAST US 411 (Lat: 33.675833,  Lng: -86.407500),  Route carried "on" structure: State highway 174,  Year Built: 1941,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,024 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,999 (year 2041),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.121,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.48m (4.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $273,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $300,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 306,  Location: 2 TH MI SO JCT AL 174 W (Lat: 33.673933,  Lng: -86.410533),  Route carried "on" structure: US 411,  Year Built: 1947,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 8,380 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,110 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 292.667,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.51m (4.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $568,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $625,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3142,  Location: 100' E.CO. RD. 16 (Lat: 33.651667,  Lng: -86.407222),  Route carried "on" structure: State highway 174,  Year Built: 1941,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 4,480 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,870 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.923,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $509,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $560,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3442,  Location: 2.1 MI N JCT AL 174 W (Lat: 33.709033,  Lng: -86.372683),  Route carried "on" structure: US 411,  Year Built: 1949,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 3,660 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,852 (year 2041),  Design Load: H 15,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.091,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $632,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $695,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3443,  Location: 0.1 MI N JCT CR 222 (Lat: 33.747283,  Lng: -86.334817),  Route carried "on" structure: US 411,  Year Built: 1949,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,830 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,752 (year 2041),  Design Load: H 15,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 303.746,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $972,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,069,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7228,  Location: 1.8 MI SO JCT AL 174 (Lat: 33.759722,  Lng: -86.474167),  Route carried "on" structure: Interstate 59,  Year Built: 1961,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 13,255 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 16,399 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 246.368,  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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.67m (12.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,419,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $2,661,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7229,  Location: 2 TH MI SO JCT 174 (Lat: 33.766667,  Lng: -86.466944),  Route carried "on" structure: Interstate 59,  Year Built: 1961,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 26,510 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 32,799 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 247.416,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  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,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,813,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $3,094,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19218,  Location: 0.5 MI E NEW HOPE CHURCH (Lat: 33.710672,  Lng: -86.340489),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 2005,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 65 (year 2004),  Average Future Daily Traffic: 166 (year 2029),  Design Load: HS 20,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: BAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $942,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,036,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 19735,  Location: 1.8 MILES WEST US 411 (Lat: 33.735636,  Lng: -86.378444),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 1,200 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,600 (year 2030),  Design Load: HS 20,  Features Intersected: RELIEF DITCH,  Facility Carried by Structure: ST. CLAIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.8 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,050,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,155,000 ( Estimate for 2022),  Deck Structure Type: Open Grating

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Structure Number: 19736,  Location: 0.3 MILES WEST US 411 (Lat: 33.726850,  Lng: -86.357294),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 1,200 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,800 (year 2030),  Design Load: HS 20,  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: SAINT CLAIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 61.6m (202.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.8 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,924,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $2,116,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19737,  Location: 1.9 MILES WEST OF US 411 (Lat: 33.736689,  Lng: -86.380067),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 1,200 (year 2006),  Average Future Daily Traffic: 1,800 (year 2028),  Design Load: HS 20,  Features Intersected: CANOE CREEK,  Facility Carried by Structure: SAINT CLAIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 59.8 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.11m (20.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,634,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $1,797,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 935,  Location: 0.5 MI N JCT AL 174 E (Lat: 33.679667,  Lng: -86.403050),  Route carried "under" structure: US 411,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,380 (year 2013),  Truck Traffic: 15%,  Features Intersected: US 411,  Facility Carried by Structure: SEABOARD COASTLINE
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 292.659,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)