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

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Structure Number: 13898,  Location: 4.4 MI E OF JCT US 431 (Lat: 32.505803,  Lng: -85.003619),  Route carried "on" structure: US 80,  Year Built: 1986,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 24,800 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,428 (year 2033),  Design Load: HS 20,  Features Intersected: RIVERCHASE DRIVE-5TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 349.836,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.59m (24.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,186,000,  Roadway Improvement Cost: $219,000,  Total Project Cost: $2,405,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13899,  Location: 4.4 MI E OF US 431 (Lat: 32.506014,  Lng: -85.003611),  Route carried "on" structure: US 80,  Year Built: 1986,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 24,800 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,428 (year 2033),  Design Load: HS 20,  Features Intersected: RIVERCHASE DRIVE-5TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 349.836,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.72m (25.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,223,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $2,445,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14513,  Location: 0.15 MI E OF INT US 431 (Lat: 32.488389,  Lng: -85.031583),  Route carried "on" structure: Ramp US 80,  Year Built: 1988,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 3,415 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,465 (year 2033),  Design Load: HS 20,  Features Intersected: HOLLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.595,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $9,843,000,  Roadway Improvement Cost: $984,000,  Total Project Cost: $10,827,000 ( Estimate for 2022)

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Structure Number: 14514,  Location: 0.15 MI E OF INT US 431 (Lat: 32.488389,  Lng: -85.031583),  Route carried "on" structure: Ramp US 80,  Year Built: 1988,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 3,415 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,465 (year 2033),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.595,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $3,019,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $3,321,000 ( Estimate for 2022)

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Structure Number: 14515,  Location: 0.16 MI E OF INT US 431 (Lat: 32.490272,  Lng: -85.030581),  Route carried "on" structure: US 80,  Year Built: 1988,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 17,075 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,327 (year 2033),  Design Load: HS 20,  Features Intersected: OPELIKA RD * NORFOLK SOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.724,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 9.87m (32.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $3,656,000,  Roadway Improvement Cost: $366,000,  Total Project Cost: $4,022,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14516,  Location: 0.16 MI E OF INT US 431 (Lat: 32.490128,  Lng: -85.030403),  Route carried "on" structure: US 80,  Year Built: 1988,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 17,075 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,327 (year 2033),  Design Load: HS 20,  Features Intersected: OPELIKA RD * NORFOLK SOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.724,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.5 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 9.87m (32.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $3,656,000,  Roadway Improvement Cost: $366,000,  Total Project Cost: $4,022,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15594,  Location: JCT 13TH * 28TH (Lat: 32.471667,  Lng: -85.031667),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2042),  Design Load: H 15,  Features Intersected: TRIB HOLLAND CREEK,  Facility Carried by Structure: 28TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.099,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.36m (4.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $283,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $311,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15595,  Location: 500 N. 13TH STREET (Lat: 32.473333,  Lng: -85.031667),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2041),  Design Load: H 15,  Features Intersected: TRIB HOLLAND CREEK,  Facility Carried by Structure: 28TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: > 39.9% below),  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $286,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $315,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15931,  Location: PHENIX CITY (Lat: 32.490000,  Lng: -85.031667),  Route carried "on" structure: City street 7,  Year Built: 1994,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 2,905 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,457 (year 2042),  Design Load: HS 20,  Features Intersected: HOLLAND CREEK,  Facility Carried by Structure: SOUTH RAILROAD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.199,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $653,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $718,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16052,  Location: PHENIX CITY (Lat: 32.477003,  Lng: -85.002089),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 9,958 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,683 (year 2038),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: SUMMERVILLE RD.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,545,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $1,700,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1625,  Location: 6.17 MI N JCT SR169 (Lat: 32.380483,  Lng: -85.084161),  Route carried "on" structure: US 431,  Year Built: 1995,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 5,465 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,076 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 10.23m (33.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,946,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $3,241,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16251,  Location: 6.17 MI N JCT SR169 (Lat: 32.380633,  Lng: -85.084408),  Route carried "on" structure: US 431,  Year Built: 1995,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 5,465 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,076 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 10.23m (33.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,946,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $3,241,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16252,  Location: 4.13MI N JCT SR 169 (Lat: 32.359183,  Lng: -85.107889),  Route carried "on" structure: US 431,  Year Built: 1995,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 4,910 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,357 (year 2033),  Design Load: HS 20,  Features Intersected: UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.305,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 10.87m (35.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,131,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $3,444,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16253,  Location: 4.13 MI N JCT SR169 (Lat: 32.358956,  Lng: -85.107667),  Route carried "on" structure: US 431,  Year Built: 1995,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 4,910 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,357 (year 2033),  Design Load: HS 20,  Features Intersected: UCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.305,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 10.87m (35.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,131,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $3,444,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16254,  Location: 3.89 MI N JCT SR169 (Lat: 32.352456,  Lng: -85.117567),  Route carried "on" structure: US 431,  Year Built: 1995,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 4,910 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,357 (year 2033),  Design Load: HS 20,  Features Intersected: UCHEE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.928,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: Equal to present desirable criteria,  Length Of Structure Improvement: 8.52m (27.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,455,000,  Roadway Improvement Cost: $246,000,  Total Project Cost: $2,701,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16255,  Location: 3.89 MI N JCT SR169 (Lat: 32.352731,  Lng: -85.117750),  Route carried "on" structure: US 431,  Year Built: 1995,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 4,910 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,357 (year 2033),  Design Load: HS 20,  Features Intersected: UCHEE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.928,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: Equal to present desirable criteria,  Length Of Structure Improvement: 8.52m (27.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,455,000,  Roadway Improvement Cost: $246,000,  Total Project Cost: $2,701,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18067,  Location: .8 MI EAST OF JCT OF 431 (Lat: 32.452500,  Lng: -85.001778),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 4,500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,300 (year 2033),  Design Load: HS 20,  Features Intersected: US280,  Facility Carried by Structure: COLIN POWELL PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.46m (31.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $5,841,000,  Roadway Improvement Cost: $584,000,  Total Project Cost: $6,425,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18244,  Location: 6 MI. NORTH OF OWASSA (Lat: 31.581167,  Lng: -86.916917),  Route carried "on" structure: County highway 29,  Year Built: 2002,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 450 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 578 (year 2034),  Design Load: HS 20,  Features Intersected: SEPULGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 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: 8.34m (27.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,716,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $1,888,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18247,  Location: 0.1 M S CLUBHOUSE DRIVE (Lat: 30.251244,  Lng: -87.697469),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 605 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 908 (year 2041),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: WINDMILL RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $321,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $353,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18269,  Location: I-22 over B * N RR MM 80 (Lat: 33.665144,  Lng: -87.062403),  Route carried "on" structure: Interstate 22,  Year Built: 2004,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 25,062 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 30,000 (year 2040),  Design Load: HS 20,  Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 128.876,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 11.66m (38.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,637,000,  Roadway Improvement Cost: $464,000,  Total Project Cost: $5,101,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 18531,  Location: 6.9 M W JCT SR24 & SR101 (Lat: 34.486889,  Lng: -87.554417),  Route carried "on" structure: State highway 24,  Year Built: 2000,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 4,520 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,429 (year 2033),  Design Load: HS 20,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.129,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,321,000,  Roadway Improvement Cost: $332,000,  Total Project Cost: $3,653,000 ( Estimate for 2022)

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Structure Number: 18534,  Location: 3.1 M E JCT SR24 & SR243 (Lat: 34.489889,  Lng: -87.672139),  Route carried "on" structure: State highway 24,  Year Built: 1998,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,380 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,260 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.280,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.4 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,516,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $1,668,000 ( Estimate for 2022)

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Structure Number: 18535,  Location: 6 MILES N.E. OF SAMSON (Lat: 31.174531,  Lng: -85.981728),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 65 (year 2020),  Average Future Daily Traffic: 86 (year 2040),  Features Intersected: DOUBLE BRIDGES BRANCH,  Facility Carried by Structure: MCCOLLOUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $181,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $199,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18537,  Location: 1.0 MI EAST OF US 45 (Lat: 31.007967,  Lng: -88.225086),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 70 (year 2020),  Average Future Daily Traffic: 104 (year 2040),  Design Load: HS 20,  Features Intersected: CHICKASAW CREEK,  Facility Carried by Structure: HUTTO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  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: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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: 2.48m (8.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $631,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $694,000 ( Estimate for 2022)

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Structure Number: 1864,  Location: KNOWLES RD..2MI.WEST 280 (Lat: 32.398333,  Lng: -85.028333),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 834 (year 2022),  Average Future Daily Traffic: 1,250 (year 2042),  Features Intersected: COCHGALECHEE CREEK,  Facility Carried by Structure: KNOWLES RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Owner: City or Municipal 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: 3.9m (12.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $643,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $707,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18932,  Location: 1.3 MI. N. SHADY GROVE RD (Lat: 32.299472,  Lng: -85.374781),  Route carried "on" structure: ServiceCounty highway 67,  Year Built: 2004,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 26 (year 2003),  Average Future Daily Traffic: 100 (year 2030),  Design Load: HS 20,  Features Intersected: N FORK COWIKEE CREEK REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.56m (5.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $415,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $457,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18934,  Location: 1.5 MI N SHADY GROVE RD. (Lat: 32.301661,  Lng: -85.373947),  Route carried "on" structure: ServiceCounty highway 67,  Year Built: 2004,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 26 (year 2003),  Average Future Daily Traffic: 100 (year 2030),  Design Load: HS 20,  Features Intersected: N FORK COWIKEE CREEK MC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.508,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 69.9 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $653,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $718,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18939,  Location: 2 MI. S. CO. RD 4 (Lat: 32.165517,  Lng: -85.251839),  Route carried "on" structure: ServiceCounty highway 11,  Year Built: 2004,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 225 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 500 (year 2032),  Design Load: HS 20,  Features Intersected: RODDICK CREEK,  Facility Carried by Structure: COUNTY ROAD 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Owner: County 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: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 63.9 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.66m (5.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $441,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $485,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 19392,  Location: 1.0 MILE SW OF RUTHERFORD (Lat: 32.181408,  Lng: -85.327053),  Route carried "on" structure: ServiceCounty highway 2,  Year Built: 2004,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 61 (year 2004),  Average Future Daily Traffic: 225 (year 2030),  Design Load: HS 20,  Features Intersected: HURTSBORO CREEK,  Facility Carried by Structure: UPSHAW ROAD
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: Channel Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $815,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $897,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 1941,  Location: 3 MI. S SR 26 (Lat: 32.223828,  Lng: -85.317606),  Route carried "on" structure: Spur County highway 11,  Year Built: 2005,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 185 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 305 (year 2030),  Design Load: HS 20,  Features Intersected: LITTLE COWICKEE CREEK,  Facility Carried by Structure: RABBIT RD
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: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.76m (9.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $702,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $772,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20719,  Location: 3.6 mi East of JCT 169 (Lat: 32.461083,  Lng: -85.137417),  Route carried "on" structure: US 80,  Year Built: 2020,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 8,500 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,115 (year 2033),  Design Load: HS 20,  Features Intersected: Little Uchee Crk Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 334.705,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.7 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.14m (23.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,251,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $2,476,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2072,  Location: 4 mi E. of JCT SR169 (Lat: 32.461833,  Lng: -85.132750),  Route carried "on" structure: US 80,  Year Built: 2020,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 8,500 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,115 (year 2033),  Design Load: HS 20,  Features Intersected: Little Uchee Crk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 335.172,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 17.20m (56.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $5,425,000,  Roadway Improvement Cost: $543,000,  Total Project Cost: $5,968,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20796,  Location: Phenix City (Lat: 32.500000,  Lng: -85.033333),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,100 (year 2040),  Design Load: HS 20,  Features Intersected: Holland Creek,  Facility Carried by Structure: 12th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.399,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.98m (13.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,063,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,169,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 20805,  Location: Phenix City (Lat: 32.466664,  Lng: -85.016678),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,250 (year 2040),  Design Load: HS 20,  Features Intersected: Holland Branch,  Facility Carried by Structure: 10th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.599,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.08m (16.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $975,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,073,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20839,  Location: 4 mi. S of Phenix City (Lat: 32.377278,  Lng: -85.081733),  Route carried "on" structure: Alternate County highway 137,  Year Built: 2015,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 150 (year 2015),  Design Load: HS 20,  Features Intersected: uchee creek relief,  Facility Carried by Structure: Uchee Hill Hwy
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 13.679,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: Better than present minimum criteria,  Length Of Structure Improvement: 5.89m (19.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,130,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,243,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Epoxy

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Structure Number: 2084,  Location: Pittsview (Lat: 32.185944,  Lng: -85.164472),  Route carried "on" structure: Alternate County highway 137,  Year Built: 2016,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 150 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 160 (year 2020),  Design Load: HS 20,  Features Intersected: Weolustee Creek,  Facility Carried by Structure: Pittsview Hwy
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 36.210,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.95m (22.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,335,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $1,469,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Epoxy

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Structure Number: 7904,  Location: MI 115.9-1.33 MI E US 80 (Lat: 31.456611,  Lng: -85.012722),  Route carried "under" structure: US 431,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 36,070 (year 2013),  Truck Traffic: 6%,  Features Intersected: US 431,  Facility Carried by Structure: SANFORT RD.
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 180.737,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 7984,  Location: .3 MI E OF 431 MI 145.8 (Lat: 32.453139,  Lng: -85.005889),  Route carried "under" structure: US 280,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 33,380 (year 2009),  Truck Traffic: 7%,  Features Intersected: AL 38,  Facility Carried by Structure: SEALE RD.
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 219.614,  Lanes on structure: 4,  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: 9715,  Location: 1.6 MI E JCT 80 MI (Lat: 32.455506,  Lng: -85.009947),  Route carried "under" structure: US 431,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 36,070 (year 2013),  Truck Traffic: 6%,  Features Intersected: US 431,  Facility Carried by Structure: US 280
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 180.366,  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: 9716,  Location: 1.6 MI E JCT 80 (Lat: 32.455392,  Lng: -85.010067),  Route carried "under" structure: US 431,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 36,070 (year 2013),  Truck Traffic: 6%,  Features Intersected: US 431,  Facility Carried by Structure: US 280
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 180.366,  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: 12532,  Location: 3.3 MI N JCT US 80 (Lat: 32.491583,  Lng: -85.037194),  Route carried "under" structure: Ramp City street ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 1,295 (year 1994),  Truck Traffic: 10%,  Features Intersected: LAKEWOOD DRIVE,  Facility Carried by Structure: US 431
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 118.599,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 12533,  Location: 3.3 MI N JCT US 80 (Lat: 32.475278,  Lng: -85.037222),  Route carried "under" structure: Ramp City street ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 1,295 (year 1994),  Truck Traffic: 10%,  Features Intersected: LAKEWOOD DRIVE,  Facility Carried by Structure: US 431
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 118.599,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 13896,  Location: 3.5 MI E OF JCT US 431 (Lat: 32.499056,  Lng: -85.017278),  Route carried "under" structure: Bypass State highway 8,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 34,150 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 80,  Facility Carried by Structure: SUMMERVILLE RD
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 348.590,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 13897,  Location: 3.8 MI E JCT 431 (Lat: 32.500647,  Lng: -85.012428),  Route carried "under" structure: Bypass US 80,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 49,600 (year 2013),  Truck Traffic: 8%,  Features Intersected: US 80,  Facility Carried by Structure: 13TH AVE
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 349.099,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 13898,  Location: 4.4 MI E OF JCT US 431 (Lat: 32.505803,  Lng: -85.003619),  Route carried "under" structure: City street 5,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 1%,  Features Intersected: RIVERCHASE DRIVE-5TH AVE,  Facility Carried by Structure: US 80
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 3.524,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)