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

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Structure Number: 684,  Location: 100'S.OF JCT.199 (Lat: 32.463650,  Lng: -85.688744),  Route carried "on" structure: State highway 81,  Year Built: 1929,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,540 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,323 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.963,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  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: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $262,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $288,000 ( Estimate for 2022)

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Structure Number: 2762,  Location: 1.4 MIN.JCT AL#81 (Lat: 32.475133,  Lng: -85.708617),  Route carried "on" structure: State highway 199,  Year Built: 1943,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,270 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,858 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.219,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $640,000 ( Estimate for 2022)

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Structure Number: 2853,  Location: 0.3 MI.N.I85 (Lat: 32.477272,  Lng: -85.695547),  Route carried "on" structure: State highway 81,  Year Built: 1945,  Status: Posted for load,  Structure Length: 25.76m (84.51ft),  Average Daily Traffic: 1,740 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,423 (year 2033),  Design Load: H 15,  Features Intersected: UPHAPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.526,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 25.76m (84.51ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $4,946,000,  Roadway Improvement Cost: $495,000,  Total Project Cost: $5,441,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8207,  Location: 4.19 MI.N.OF AL.49 (Lat: 32.457619,  Lng: -85.724444),  Route carried "on" structure: County highway 65,  Year Built: 1964,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 404 (year 2003),  Truck Traffic: 12%,  Average Future Daily Traffic: 631 (year 2028),  Design Load: HS 20,  Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.881,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.11m (33.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,940,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $2,134,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8208,  Location: I-85 OVER AL. 199 (Lat: 32.470300,  Lng: -85.700700),  Route carried "on" structure: Interstate 85,  Year Built: 1964,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 15,625 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 20,593 (year 2033),  Design Load: HS 20,  Features Intersected: AL. 199
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.594,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.43m (34.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,360,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $2,596,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8209,  Location: I-85 OVER AL.199 (Lat: 32.470000,  Lng: -85.701667),  Route carried "on" structure: Interstate 85,  Year Built: 1964,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 15,625 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 20,593 (year 2033),  Design Load: HS 20,  Features Intersected: AL 199
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.594,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.43m (34.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,360,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $2,596,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8597,  Location: 0.3 MI. N. AL.81 (Lat: 32.475000,  Lng: -85.685000),  Route carried "on" structure: Interstate 85,  Year Built: 1965,  Status: Open,  Structure Length: 20.21m (66.31ft),  Average Daily Traffic: 16,355 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 21,555 (year 2033),  Design Load: HS 20,  Features Intersected: UPHAPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.966,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.21m (66.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,573,000,  Roadway Improvement Cost: $457,000,  Total Project Cost: $5,030,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8598,  Location: 0.3 MI.N AL. 81 (Lat: 32.475000,  Lng: -85.685000),  Route carried "on" structure: Interstate 85,  Year Built: 1965,  Status: Open,  Structure Length: 20.22m (66.34ft),  Average Daily Traffic: 16,355 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 21,555 (year 2033),  Design Load: HS 20,  Features Intersected: UPHAPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.966,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.22m (66.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $7,624,000,  Roadway Improvement Cost: $762,000,  Total Project Cost: $8,386,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1042,  Location: 0.8MI.S.E.OF IN 85 (Lat: 32.478975,  Lng: -85.625953),  Route carried "on" structure: State highway 186,  Year Built: 1970,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 2,220 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,709 (year 2033),  Design Load: HS 20,  Features Intersected: CHOCTAFAULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.283,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.66m (41.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,080,000,  Roadway Improvement Cost: $408,000,  Total Project Cost: $4,488,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11673,  Location: 0.77 MILES EAST OF SR199 (Lat: 32.548981,  Lng: -85.755856),  Route carried "on" structure: County highway 54,  Year Built: 1976,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 400 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 500 (year 2035),  Design Load: H 15,  Features Intersected: BULGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 16.5m (54.1ft)

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,  Deck Geometry: Meets minimum limits,  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: March 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: 13035,  Location: 1.25 MI. EAST SR199 (Lat: 32.530556,  Lng: -85.752931),  Route carried "on" structure: County highway 60,  Year Built: 1983,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 90 (year 2016),  Average Future Daily Traffic: 125 (year 2036),  Design Load: H 15,  Features Intersected: BULGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $382,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $420,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 13282,  Location: 9.0 MI.N.OF FT.DAVIS (Lat: 32.361667,  Lng: -85.660000),  Route carried "on" structure: US 29,  Year Built: 1984,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 2,490 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,394 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE PERSIMMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.779,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.7 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: Better than present minimum criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,675,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $1,843,000 ( Estimate for 2022)

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Structure Number: 1397,  Location: NE1/4 S19 T18 R23 (Lat: 32.530711,  Lng: -85.781958),  Route carried "on" structure: County highway 60,  Year Built: 1986,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 243 (year 2016),  Truck Traffic: 20%,  Average Future Daily Traffic: 300 (year 2036),  Design Load: HS 20,  Features Intersected: MUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.17m (7.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,405,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $1,546,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14744,  Location: AL. 81 EXIT (Lat: 32.472733,  Lng: -85.692600),  Route carried "on" structure: Interstate 85,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 16,355 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 21,555 (year 2033),  Design Load: HS 20,  Features Intersected: AL. 81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.433,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,765,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $1,942,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14745,  Location: AL. 81 EXIT (Lat: 32.472550,  Lng: -85.692467),  Route carried "on" structure: Interstate 85,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 16,355 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 21,555 (year 2033),  Design Load: HS 20,  Features Intersected: AL. 81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.433,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,765,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $1,942,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14887,  Location: 2.0 MILES NORTH SR199 (Lat: 32.521669,  Lng: -85.730944),  Route carried "on" structure: County highway 37,  Year Built: 1989,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 299 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2035),  Design Load: H 20,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: 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: 75.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $376,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $414,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15746,  Location: 1.5MI.N.I85 (Lat: 32.491694,  Lng: -85.693806),  Route carried "on" structure: State highway 81,  Year Built: 1993,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,660 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,312 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.319,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  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: 78.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $710,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $781,000 ( Estimate for 2022)

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Structure Number: 15747,  Location: 1.2MI.NORTHOFI85 (Lat: 32.489811,  Lng: -85.694483),  Route carried "on" structure: State highway 81,  Year Built: 1993,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1,740 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,423 (year 2033),  Design Load: HS 20,  Features Intersected: RED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.095,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.68m (15.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,347,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $1,482,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16305,  Location: IN TUSKEGEE (Lat: 32.441667,  Lng: -85.658333),  Route carried "on" structure: US 80,  Year Built: 1995,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 5,340 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,983 (year 2033),  Design Load: HS 20,  Features Intersected: OSCEOLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 281.931,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $905,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $996,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16636,  Location: 3.9 MI N JCT AL 81 (Lat: 32.491711,  Lng: -85.742942),  Route carried "on" structure: State highway 199,  Year Built: 2000,  Status: Open,  Structure Length: 20.85m (68.41ft),  Average Daily Traffic: 1,270 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,858 (year 2033),  Design Load: HS 20,  Features Intersected: UPHAPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.307,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.85m (68.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Bridge Improvement Cost: $6,148,000,  Roadway Improvement Cost: $615,000,  Total Project Cost: $6,763,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16637,  Location: 4.1 MI N JCT AL 81 (Lat: 32.493278,  Lng: -85.743850),  Route carried "on" structure: State highway 199,  Year Built: 2000,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 1,270 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,858 (year 2033),  Design Load: HS 20,  Features Intersected: UPHAPEE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.613,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.52m (27.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,512,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $2,763,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16638,  Location: 5.1 MI N JCT AL 81 (Lat: 32.503147,  Lng: -85.755550),  Route carried "on" structure: State highway 199,  Year Built: 2000,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 810 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,185 (year 2033),  Design Load: HS 20,  Features Intersected: BULGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.206,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,740,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $1,914,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1794,  Location: 3.4 MI. W. OF AL 186 (Lat: 32.446667,  Lng: -85.641667),  Route carried "on" structure: US 80,  Year Built: 2002,  Status: Open,  Structure Length: 27.00m (88.58ft),  Average Daily Traffic: 3,750 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,904 (year 2033),  Design Load: HS 20,  Features Intersected: UPHAPEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 284.405,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 76.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 27.00m (88.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $8,701,000,  Roadway Improvement Cost: $870,000,  Total Project Cost: $9,571,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17941,  Location: 0.4 MI. E. OF TUSKEGEE (Lat: 32.443333,  Lng: -85.651667),  Route carried "on" structure: US 80,  Year Built: 2002,  Status: Open,  Structure Length: 8.33m (27.33ft),  Average Daily Traffic: 4,450 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,819 (year 2033),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.800,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 83.3m (273.3ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.33m (30.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,879,000,  Roadway Improvement Cost: $288,000,  Total Project Cost: $3,167,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17942,  Location: 0.2 MI. E. OF TUSKEGEE (Lat: 32.442950,  Lng: -85.654808),  Route carried "on" structure: US 80,  Year Built: 2002,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 4,450 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,819 (year 2033),  Design Load: HS 20,  Features Intersected: UPHAPEE CREEK RELIEF #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.512,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.88m (9.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $868,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $955,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19437,  Location: 2 MI. SOUTH OF CO RD 8 (Lat: 32.365147,  Lng: -85.750150),  Route carried "on" structure: County highway 67,  Year Built: 1965,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 30 (year 2016),  Average Future Daily Traffic: 50 (year 2036),  Design Load: H 15,  Features Intersected: UNNAMED BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.036,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $430,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $473,000 ( Estimate for 2022)

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Structure Number: 19441,  Location: 1.1 MI. WEST OF SR199 (Lat: 32.482950,  Lng: -85.756172),  Route carried "on" structure: County highway 27,  Year Built: 1965,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 40 (year 2005),  Average Future Daily Traffic: 80 (year 2034),  Features Intersected: UNNAMED BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.940,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $241,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $265,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19442,  Location: .1 MI WEST OF AL-199 (Lat: 32.483911,  Lng: -85.740069),  Route carried "on" structure: County highway 27,  Year Built: 1965,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 40 (year 2005),  Average Future Daily Traffic: 60 (year 2035),  Features Intersected: UNNAMED BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.060,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum 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: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: April 2020,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $260,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20739,  Location: cr 22 (Lat: 32.409822,  Lng: -85.594028),  Route carried "on" structure: County highway 22,  Year Built: 2015,  Status: Open,  Structure Length: 17.68m (58.01ft),  Average Daily Traffic: 416 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 618 (year 2034),  Design Load: HS 20,  Features Intersected: CHEWACHLECHATCHEE CREEK
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Superior to present desirable 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: 18.37m (60.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,780,000,  Roadway Improvement Cost: $378,000,  Total Project Cost: $4,158,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8206,  Location: 2.37 MI.N. AL.49 (Lat: 32.448278,  Lng: -85.752275),  Route carried "under" structure: Interstate 85,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 31,250 (year 2013),  Truck Traffic: 26%,  Features Intersected: I85,  Facility Carried by Structure: CO.RD.36
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 56.084,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 8207,  Location: 4.19 MI.N.OF AL.49 (Lat: 32.457619,  Lng: -85.724444),  Route carried "under" structure: Interstate 85,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 31,250 (year 2013),  Truck Traffic: 26%,  Features Intersected: I-85,  Facility Carried by Structure: CO.RD.65
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 58.944,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 8208,  Location: I-85 OVER AL. 199 (Lat: 32.470300,  Lng: -85.700700),  Route carried "under" structure: State highway 199,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,410 (year 2013),  Truck Traffic: 15%,  Features Intersected: AL. 199,  Facility Carried by Structure: I-85 S.B.L.
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 1.321,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 8209,  Location: I-85 OVER AL.199 (Lat: 32.470000,  Lng: -85.701667),  Route carried "under" structure: State highway 199,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,410 (year 2013),  Truck Traffic: 15%,  Features Intersected: AL 199,  Facility Carried by Structure: I-85 N.B.L.
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 14744,  Location: AL. 81 EXIT (Lat: 32.472733,  Lng: -85.692600),  Route carried "under" structure: State highway 81,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,740 (year 2013),  Truck Traffic: 4%,  Features Intersected: AL. 81,  Facility Carried by Structure: I85 SBL
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 7.020,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 14745,  Location: AL. 81 EXIT (Lat: 32.472550,  Lng: -85.692467),  Route carried "under" structure: State highway 81,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,740 (year 2013),  Truck Traffic: 4%,  Features Intersected: AL. 81,  Facility Carried by Structure: I85 NBL
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 7.018,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.5m (50.9ft)