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

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Structure Number: DAPAMCANN000B12,  Location: NEAR BLD 194 (Lat: 33.623069,  Lng: -85.961131),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 3,000 (year 2015),  Truck Traffic: 40%,  Average Future Daily Traffic: 3,000 (year 2043),  Features Intersected: COLDWATER SPRING RUNOFF,  Facility Carried by Structure: ROOSEVELT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Very good,  Culverts: Good,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.35m (4.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN000B18,  Location: NEXT TO BLD 264 (Lat: 33.618819,  Lng: -85.990061),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 40 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 60 (year 2043),  Features Intersected: CANE CREEK RUNOFF,  Facility Carried by Structure: LAKE TO GATE C RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.51m (4.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $6,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01037T,  Location: NEAR LAKE AREA (Lat: 33.620239,  Lng: -85.985019),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Closed,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 40 (year 2015),  Average Future Daily Traffic: 50 (year 2041),  Features Intersected: CANE CREEK RUNOFF,  Facility Carried by Structure: OLD US HWY 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.78m (5.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000 ( Estimate for 2019),  Deck Structure Type: Open Grating

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Structure Number: DAPAMCANN01137E,  Location: NEAR CSDP (Lat: 33.681800,  Lng: -85.944600),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 250 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 260 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: NORTH PATROL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.18m (7.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137I,  Location: NORTH OF BYNUM RD (Lat: 33.619769,  Lng: -85.970319),  Route carried "on" structure: Other road ,  Year Built: 2019,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 60%,  Average Future Daily Traffic: 13,400 (year 2043),  Design Load: HL 93,  Features Intersected: CSX/NORFOLK S RR,  Facility Carried by Structure: MCARTHUR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  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: 30.2m (99.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: DAPAMCANN01137L,  Location: SOUT OF F100 ROW (Lat: 33.661861,  Lng: -85.964781),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: ELWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 3.7m (12.1ft),  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: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $33,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137M,  Location: EAST OF ELWOOD AVE (Lat: 33.662811,  Lng: -85.963869),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 20 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: F100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 3.7m (12.1ft),  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: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $27,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137N,  Location: BTW F100 & F300 ROW (Lat: 33.664061,  Lng: -85.961319),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: F200 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 4.3m (14.1ft),  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: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $32,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137P,  Location: BTW F200 & F400 (Lat: 33.665261,  Lng: -85.958869),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: F300 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.66m (5.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $34,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137Q,  Location: BTW F300 & F500 ROW (Lat: 33.666511,  Lng: -85.954981),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: EAST ELWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 4.3m (14.1ft),  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: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137R,  Location: ANNISTON AD (Lat: 33.668989,  Lng: -85.954950),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: LANCE MISSLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 3.7m (12.1ft),  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: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $34,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137S,  Location: ANNISTON AD (Lat: 33.670211,  Lng: -85.954769),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: F700 ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 4.0m (13.1ft),  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: Fair,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $29,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137T,  Location: BLDG 623 ROAD (Lat: 33.669350,  Lng: -85.946331),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: 623 ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.32m (4.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $26,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137U,  Location: EAST C700 ROAD (Lat: 33.670831,  Lng: -85.946400),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: 635 ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 65.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $41,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137W,  Location: WEST C1000 ROAD (Lat: 33.674231,  Lng: -85.946381),  Route carried "on" structure: ServiceOther road ,  Year Built: 1941,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: 635 ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.2m (20.3ft),  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: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $15,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137X,  Location: OLD CLA (Lat: 33.673861,  Lng: -85.951450),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: COOSA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $19,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137Y,  Location: EAST OF G101 (Lat: 33.675269,  Lng: -85.949869),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK,  Facility Carried by Structure: BRIDGE E OF G101
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $32,000 ( Estimate for 2021)

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Structure Number: DAPAMCANN01137Z,  Location: SOUTH OF G1002 (Lat: 33.676189,  Lng: -85.947661),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: CANE CREEK RUNOFF,  Facility Carried by Structure: PATROL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $36,000 ( Estimate for 2021),  Deck Structure Type: Steel plate

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Structure Number: 834,  Location: .2 MI W ALA 21 (Lat: 33.706569,  Lng: -85.824017),  Route carried "under" structure: County highway 110,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 130 (year 1989),  Truck Traffic: 1%,  Features Intersected: CO 110,  Facility Carried by Structure: SO RAILROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.010,  Lanes under structure: 1,  Material/Design: Wood or Timber,  Design/Construction: Frame,  Length of Maximum Span: 4.3m (14.1ft)

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Structure Number: 761,  Location: 0.3 MI WEST JCT. US 431 (Lat: 33.698056,  Lng: -85.826389),  Route carried "under" structure: US 431,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 17,870 (year 2013),  Truck Traffic: 8%,  Features Intersected: US 431,  Facility Carried by Structure: SOUTHERN RAILROAD
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 377.053,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 13398,  Location: 10.1 MI E US 78 (Lat: 33.654486,  Lng: -85.836706),  Route carried "under" structure: Ramp City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 1994),  Truck Traffic: 3%,  Features Intersected: NFKSOU RR GLEN ADDIE AVE,  Facility Carried by Structure: SR 202
Minimum Vertical Clearance: 10.01m (32.84ft),  Kilometerpoint: 10.099,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 19328,  Location: INTERSECT OF SR1/SR21 (Lat: 33.702022,  Lng: -85.822833),  Route carried "under" structure: State highway 21,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 28,130 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR21,  Facility Carried by Structure: SR1/US431
Minimum Vertical Clearance: 7.28m (23.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 19356,  Location: INTERSECTION OF SR1/SR21 (Lat: 33.700917,  Lng: -85.822917),  Route carried "under" structure: State highway 21,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 28,130 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR21,  Facility Carried by Structure: SR1/US431
Minimum Vertical Clearance: 7.13m (23.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)