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

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Structure Number: 14091,  Location: 0.8 MI N E JCT S 001 (Lat: 32.643333,  Lng: -85.301667),  Route carried "on" structure: County highway 1152,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 101 (year 2020),  Average Future Daily Traffic: 152 (year 2040),  Design Load: HS 20,  Features Intersected: HALAWAKEE BRANCH,  Facility Carried by Structure: Lee Road 152
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $338,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $372,000 ( Estimate for 2022)

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Structure Number: 14195,  Location: 1 MI N JCT AL 15 (Lat: 32.687300,  Lng: -85.334600),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 850 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,700 (year 2040),  Design Load: HS 20,  Features Intersected: HALAWAKEE CREEK,  Facility Carried by Structure: ANDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  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: Satisfactory,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $430,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $473,000 ( Estimate for 2022)

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Structure Number: 1483,  Location: JCT US 431 * I-85 (Lat: 32.643722,  Lng: -85.352278),  Route carried "on" structure: US 431,  Year Built: 1989,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 8,530 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,044 (year 2033),  Design Load: HS 20,  Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.222,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.64m (31.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $5,422,000,  Roadway Improvement Cost: $542,000,  Total Project Cost: $5,964,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1527,  Location: 2.5 MI N JCT CO 44 (Lat: 32.640667,  Lng: -85.316667),  Route carried "on" structure: US 431,  Year Built: 1929,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 18,080 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 23,409 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: US 280
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.480,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,090,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,199,000 ( Estimate for 2022)

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Structure Number: 15271,  Location: TOWN OF OPELIKA (Lat: 32.643222,  Lng: -85.345444),  Route carried "on" structure: US 431,  Year Built: 1929,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 20,950 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,125 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: US 280
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.292,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 85.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.4 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: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $981,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,079,000 ( Estimate for 2022)

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Structure Number: 16432,  Location: 0.2MI S FREDERICK RD (Lat: 32.616958,  Lng: -85.402189),  Route carried "on" structure: US 280,  Year Built: 1995,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 32,040 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,144 (year 2033),  Design Load: HS 20,  Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.956,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.22m (36.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $7,999,000,  Roadway Improvement Cost: $800,000,  Total Project Cost: $8,799,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1671,  Location: 0.3MI E INT US 29 (Lat: 32.633775,  Lng: -85.409308),  Route carried "on" structure: US 280,  Year Built: 1996,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 32,040 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,144 (year 2033),  Design Load: HS 20,  Features Intersected: FIRST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.781,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.98m (16.34ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $2,388,000,  Roadway Improvement Cost: $239,000,  Total Project Cost: $2,627,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16711,  Location: 0.4MI E INT US 29 (Lat: 32.632639,  Lng: -85.408981),  Route carried "on" structure: US 280,  Year Built: 1996,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 32,040 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,144 (year 2033),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.819,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 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: 5.34m (17.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,563,000,  Roadway Improvement Cost: $256,000,  Total Project Cost: $2,819,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16933,  Location: 1.1 MI. WEST OF I85 (Lat: 32.631953,  Lng: -85.408439),  Route carried "on" structure: US 38,  Year Built: 1996,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 32,040 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,144 (year 2033),  Design Load: HS 20,  Features Intersected: PEPPERELL CREEK,  Facility Carried by Structure: U.S. 280
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.897,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  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: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,158,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $2,374,000 ( Estimate for 2022)

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Structure Number: 16949,  Location: Grand Nat'l Parkway (Lat: 32.651667,  Lng: -85.450000),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 2,000 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2042),  Design Load: HS 20,  Features Intersected: SAUGAHATCHEE CREEK,  Facility Carried by Structure: GRAND NATIONAL PW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $997,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,097,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17074,  Location: 2.6MI N INTER US29 * I85 (Lat: 32.700417,  Lng: -85.313722),  Route carried "on" structure: Spur Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 9.40m (30.84ft),  Average Daily Traffic: 3,360 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 4,704 (year 2032),  Design Load: HS 20,  Features Intersected: I-85,  Facility Carried by Structure: ANDREWS RD(EXIT66)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.35m (33.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,834,000,  Roadway Improvement Cost: $383,000,  Total Project Cost: $4,217,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17075,  Location: 2.6 MI N INTER US29 * I85 (Lat: 32.700278,  Lng: -85.313806),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 9.40m (30.84ft),  Average Daily Traffic: 3,360 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 4,704 (year 2032),  Design Load: HS 20,  Features Intersected: I-85,  Facility Carried by Structure: ANDREWS RD(EXIT66)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.35m (33.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,834,000,  Roadway Improvement Cost: $383,000,  Total Project Cost: $4,217,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17076,  Location: 0.8 MI NE ANDERSON RD. (Lat: 32.690900,  Lng: -85.325200),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,500 (year 2042),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: NORTH PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,637,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $1,801,000 ( Estimate for 2022)

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Structure Number: 17077,  Location: 0.17MI E OF I85 (Lat: 32.698333,  Lng: -85.310000),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: ANDREWS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $5,209,000,  Roadway Improvement Cost: $521,000,  Total Project Cost: $5,730,000 ( Estimate for 2022)

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Structure Number: 17216,  Location: 2nd Ave RR (Lat: 32.014694,  Lng: -85.400833),  Route carried "on" structure: City street 14,  Year Built: 1998,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 18,979 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,257 (year 2042),  Design Load: HS 20,  Features Intersected: NO. SOUTHERN RAILROAD,  Facility Carried by Structure: 2ND AVE OPELIKA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 364.471,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.58m (31.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $4,139,000,  Roadway Improvement Cost: $414,000,  Total Project Cost: $4,553,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19634,  Location: Dunlop Drive (Lat: 32.642083,  Lng: -85.410028),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 4,000 (year 2021),  Average Future Daily Traffic: 8,000 (year 2041),  Design Load: HS 20,  Features Intersected: NS RAILROAD,  Facility Carried by Structure: DUNLOP DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,654,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $1,819,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19677,  Location: 7.5 MI N JCT I85 (Lat: 32.734000,  Lng: -85.232389),  Route carried "on" structure: US 29,  Year Built: 2010,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,790 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,802 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 322.643,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,346,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $1,481,000 ( Estimate for 2022)

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Structure Number: 19793,  Location: 4.2 MI. N JCT I85 (Lat: 32.697417,  Lng: -85.267306),  Route carried "on" structure: US 29,  Year Built: 2011,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 5,880 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,014 (year 2033),  Design Load: HS 20,  Features Intersected: HALAWAKEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 317.279,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,787,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,966,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19843,  Location: WHITE ROAD (Lat: 32.133333,  Lng: -85.450000),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 30 (year 2020),  Average Future Daily Traffic: 42 (year 2040),  Design Load: HS 20,  Features Intersected: ROCKY CREEK,  Facility Carried by Structure: WHITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal 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: November 2020,  Bridge Improvement Cost: $389,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $428,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20026,  Location: 0.2 MI N US 280 (Lat: 32.616667,  Lng: -85.400000),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 2,000 (year 2021),  Average Future Daily Traffic: 4,000 (year 2041),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: THOMASVILLE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $479,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $527,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20027,  Location: WAVERLY PARKWAY (Lat: 33.650000,  Lng: -85.433333),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 2,000 (year 2020),  Average Future Daily Traffic: 4,000 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: WAVERLY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 73.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $798,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $878,000 ( Estimate for 2022)

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Structure Number: 20188,  Location: 10th Street (Lat: 32.014694,  Lng: -85.400833),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 18.66m (61.22ft),  Average Daily Traffic: 20,000 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,000 (year 2042),  Design Load: HS 20,  Features Intersected: W RLWY. OF AL,  Facility Carried by Structure: 10TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 89.0m (292.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 19.30m (63.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $8,470,000,  Roadway Improvement Cost: $847,000,  Total Project Cost: $9,317,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20451,  Location: FOX RUN (Lat: 32.657222,  Lng: -85.351111),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,000 (year 2020),  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: HS 20,  Features Intersected: GRANDBERRY CK, TRIB.,  Facility Carried by Structure: FOX RUN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $311,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $342,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20452,  Location: FOX RUN (Lat: 32.650000,  Lng: -85.333333),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 3,000 (year 2020),  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: HS 20,  Features Intersected: GRANDBERRY CK. TRIB.,  Facility Carried by Structure: FOX RUN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 5 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: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $455,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20453,  Location: JETER AVE (Lat: 32.650000,  Lng: -85.333333),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,000 (year 2020),  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: HS 20,  Features Intersected: GRANDBERRY CK. TRIB.,  Facility Carried by Structure: JETER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  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: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $447,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20454,  Location: JETER AVE (Lat: 32.650000,  Lng: -85.350000),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,000 (year 2020),  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: HS 20,  Features Intersected: GRANDBERRY CK. TRIB.,  Facility Carried by Structure: JETER AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.221,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  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: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $447,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20455,  Location: FOX TRAIL (Lat: 32.650000,  Lng: -85.350000),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,000 (year 2020),  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: HS 20,  Features Intersected: GRANDBERRY CK. TRIB.,  Facility Carried by Structure: FOX TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $378,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $416,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 21001,  Location: 0.2 mi w jctLee Road 158 (Lat: 32.651675,  Lng: -85.280831),  Route carried "on" structure: County highway 1156,  Year Built: 2016,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 113 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 170 (year 2040),  Design Load: HS 20,  Features Intersected: trib to halawakee creek,  Facility Carried by Structure: Lee Road 156
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $476,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $524,000 ( Estimate for 2022)

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Structure Number: 21038,  Location: 1.2 Mi SC Jct CR 46 (Lat: 32.661667,  Lng: -85.396667),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,150 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2041),  Design Load: HS 20,  Features Intersected: Rocky Branch,  Facility Carried by Structure: Oak Bowery Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $523,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $575,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21039,  Location: Opelika (Lat: 32.629400,  Lng: -85.419400),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,650 (year 2021),  Average Future Daily Traffic: 2,500 (year 2041),  Features Intersected: Pepperell Creek,  Facility Carried by Structure: Cunningham Dr.
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.698,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,318,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $1,450,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21391,  Location: 1 MI SOUTH OF AL 169 (Lat: 32.610503,  Lng: -85.371472),  Route carried "on" structure: State highway 51,  Year Built: 2020,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 9,280 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,780 (year 2039),  Design Load: HS 20,  Features Intersected: ROBINSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.592,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.15m (7.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,363,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $2,599,000 ( Estimate for 2022)

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Structure Number: 459,  Location: 0.8 MI ENE OF US 280 (Lat: 32.655000,  Lng: -85.425000),  Route carried "under" structure: City street 6,  Year Built: 1928,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1989),  Truck Traffic: 1%,  Features Intersected: CITY STREET,  Facility Carried by Structure: C OF GA RR
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.800,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 8.5m (27.9ft)

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Structure Number: 4392,  Location: CITY OF OPELIKA (Lat: 32.626667,  Lng: -85.371417),  Route carried "under" structure: State highway 51,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 15,350 (year 2013),  Truck Traffic: 5%,  Features Intersected: SR 51,  Facility Carried by Structure: C OF GA RAILROAD
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 183.209,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 6104,  Location: 1.4 MI N AIRPORT ROAD (Lat: 32.614472,  Lng: -85.407164),  Route carried "under" structure: Interstate 85,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 39,900 (year 2013),  Truck Traffic: 21%,  Features Intersected: I-85,  Facility Carried by Structure: HAMILTON ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 93.960,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 6495,  Location: JCT LONG ST * I-85 (Lat: 32.623556,  Lng: -85.387944),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1994),  Truck Traffic: 1%,  Features Intersected: LONG ST,  Facility Carried by Structure: I-85
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 59.608,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 6496,  Location: JCT LONG ST * I-85 (Lat: 32.623833,  Lng: -85.388028),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1994),  Truck Traffic: 1%,  Features Intersected: LONG ST,  Facility Carried by Structure: I-85
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 59.608,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 6499,  Location: JCT SR 51 * I-85 (Lat: 32.631778,  Lng: -85.372556),  Route carried "under" structure: State highway 51,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1,220 (year 2013),  Truck Traffic: 13%,  Features Intersected: SR 51,  Facility Carried by Structure: I-85
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 45.672,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 65,  Location: JCT SR 51 * I-85 (Lat: 32.631611,  Lng: -85.372472),  Route carried "under" structure: State highway 51,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1,220 (year 2013),  Truck Traffic: 13%,  Features Intersected: SR 51,  Facility Carried by Structure: I-85
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 45.672,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 7256,  Location: CHAMBERS / LEE CO LINE (Lat: 32.731439,  Lng: -85.293353),  Route carried "under" structure: Interstate 85,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 32,381 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-85,  Facility Carried by Structure: CO. RD. 177
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 111.267,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 7257,  Location: CUSSETA ROAD - EXIT 70 (Lat: 32.746331,  Lng: -85.281381),  Route carried "under" structure: Interstate 85,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 32,381 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-85,  Facility Carried by Structure: CO. RD. 388
Minimum Vertical Clearance: 6.33m (20.77ft),  Kilometerpoint: 113.311,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 7358,  Location: JCT US 29 * I-85 (Lat: 32.673139,  Lng: -85.332000),  Route carried "under" structure: Interstate 85,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 35,050 (year 2013),  Truck Traffic: 21%,  Features Intersected: I-85,  Facility Carried by Structure: US 29
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 103.722,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 10761,  Location: 6th Street (Lat: 33.651667,  Lng: -85.368333),  Route carried "under" structure: Ramp City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 789 (year 1994),  Truck Traffic: 13%,  Features Intersected: WESTERN RAILROAD,  Facility Carried by Structure: 6TH STREET
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 118.749,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 10761,  Location: 6th Street (Lat: 33.651667,  Lng: -85.368333),  Route carried "under" structure: Ramp City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 789 (year 1994),  Truck Traffic: 13%,  Features Intersected: WESTERN RAILROAD,  Facility Carried by Structure: 6TH STREET
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 118.749,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1483,  Location: JCT US 431 * I-85 (Lat: 32.643722,  Lng: -85.352278),  Route carried "under" structure: Interstate 85,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 35,050 (year 2013),  Truck Traffic: 21%,  Features Intersected: I-85,  Facility Carried by Structure: US 431
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 100.351,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 16432,  Location: 0.2MI S FREDERICK RD (Lat: 32.616958,  Lng: -85.402189),  Route carried "under" structure: Interstate 85,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 47,360 (year 2013),  Truck Traffic: 20%,  Features Intersected: I-85,  Facility Carried by Structure: SR38(US 280)EXIT58
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 94.555,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1671,  Location: 0.3MI E INT US 29 (Lat: 32.633775,  Lng: -85.409308),  Route carried "under" structure: City street ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1998),  Features Intersected: FIRST AVENUE,  Facility Carried by Structure: US 280
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 17074,  Location: 2.6MI N INTER US29 * I85 (Lat: 32.700417,  Lng: -85.313722),  Route carried "under" structure: Interstate 85,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 15,700 (year 2013),  Truck Traffic: 22%,  Features Intersected: I-85,  Facility Carried by Structure: ANDREWS RD(EXIT66)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.392,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 17075,  Location: 2.6 MI N INTER US29 * I85 (Lat: 32.700278,  Lng: -85.313806),  Route carried "under" structure: Interstate 85,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 15,700 (year 2013),  Truck Traffic: 22%,  Features Intersected: I-85,  Facility Carried by Structure: ANDREWS RD(EXIT66)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.375,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)