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


  • National Bridge Inventory (NBI) Statistics
  • 23Number of bridges
  • 328ft / 100mTotal length
  • $30,159,000Total costs
  • 67,608Total average daily traffic
  • 7,930Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Ohatchee
  • No street view available for this location

New bridges in Ohatchee, AL - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 11940-1949
  • 51950-1959
  • 51960-1969
  • 21970-1979
  • 82000-2009
  • 12010-2019
Average Bridge Daily Traffic in Ohatchee, AL
Average Bridge Truck Traffic in Ohatchee, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 25.0%Very good
  • 16.7%Good
  • 16.7%Satisfactory
  • 33.3%Fair
  • 8.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Very good
  • 33.3%Good
  • 33.3%Satisfactory
  • 8.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 25.0%Very good
  • 41.7%Good
  • 33.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 36.8%Very good
  • 15.8%Good
  • 31.6%Satisfactory
  • 15.8%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 10.0%Excellent
  • 20.0%Very good
  • 30.0%Good
  • 30.0%Satisfactory
  • 10.0%Fair
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Structure Number: 1892,  Location: 0.1 MI W FRANCISO (Lat: 34.986667,  Lng: -86.250000),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 15 (year 1986),  Truck Traffic: 2%,  Average Future Daily Traffic: 43 (year 2040),  Design Load: H 10,  Features Intersected: PIGEON CREEK,  Facility Carried by Structure: COUNTY ROAD 546
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  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: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 61.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $124,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 203,  Location: GRAYTON RD. (Lat: 33.798086,  Lng: -85.979225),  Route carried "on" structure: County highway 66,  Year Built: 1939,  Status: Posted for load,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 745 (year 1993),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,015 (year 2039),  Features Intersected: OHATCHEE CREEK,  Facility Carried by Structure: Grayton Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 12.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $772,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $849,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5991,  Location: 3.7 MI N TALLADEGA CO LIN (Lat: 33.724389,  Lng: -86.053294),  Route carried "on" structure: State highway 77,  Year Built: 1957,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 7,170 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,038 (year 2039),  Design Load: H 20,  Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.581,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.28m (43.57ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $2,914,000,  Roadway Improvement Cost: $291,000,  Total Project Cost: $3,205,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6349,  Location: 1 MI SO JCT SR 144 (Lat: 33.769222,  Lng: -86.041044),  Route carried "on" structure: State highway 77,  Year Built: 1958,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 8,150 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 11,410 (year 2038),  Design Load: HS 20,  Features Intersected: ATN R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.766,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.56m (18.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,145,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,260,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 635,  Location: 0.6 MI NO JCT SR 144 (Lat: 33.789544,  Lng: -86.035442),  Route carried "on" structure: State highway 77,  Year Built: 1958,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 9,017 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 12,624 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 146.225,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $617,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $679,000 ( Estimate for 2022)
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Structure Number: 6351,  Location: 2.3 MI NO JCT SR 144 (Lat: 33.815000,  Lng: -86.036667),  Route carried "on" structure: State highway 77,  Year Built: 1958,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 9,017 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 12,624 (year 2039),  Design Load: HS 20,  Features Intersected: OTTERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 148.938,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $627,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $690,000 ( Estimate for 2022)
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Structure Number: 8018,  Location: 2.6 MI EAST JCT SR 77 (Lat: 33.776386,  Lng: -85.994689),  Route carried "on" structure: State highway 144,  Year Built: 1963,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,339 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,075 (year 2040),  Design Load: H 20,  Features Intersected: COKER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.365,  Lanes on structure: 2,  Owner: State 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: 4.2m (13.8ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,123,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,235,000 ( Estimate for 2022)
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Structure Number: 8275,  Location: WARRIOR RD. (Lat: 33.786219,  Lng: -85.998294),  Route carried "on" structure: County highway 15,  Year Built: 1964,  Status: Posted for load,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 688 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,129 (year 2040),  Design Load: H 15,  Features Intersected: OHATCHEE CREEK,  Facility Carried by Structure: OHATCHEE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $1,656,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $1,822,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8398,  Location: 6.4 MI N TALLADEGA CO LIN (Lat: 33.761611,  Lng: -86.043611),  Route carried "on" structure: State highway 77,  Year Built: 1964,  Status: Open,  Structure Length: 15.91m (52.20ft),  Average Daily Traffic: 8,150 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 11,410 (year 2038),  Design Load: H 20,  Features Intersected: OHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.881,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.66m (54.66ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $3,428,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $3,771,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9741,  Location: 1.6 MI EAST JCT SR 77 (Lat: 33.782028,  Lng: -86.008361),  Route carried "on" structure: State highway 144,  Year Built: 1968,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 4,349 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,089 (year 2038),  Design Load: HS 20,  Features Intersected: ATN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.862,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,405,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $1,546,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9742,  Location: 2.1 MI EAST JCT SR 77 (Lat: 33.779211,  Lng: -86.001542),  Route carried "on" structure: State highway 144,  Year Built: 1968,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 4,998 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,997 (year 2038),  Design Load: HS 20,  Features Intersected: OHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.559,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.22m (40.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,513,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $2,764,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11001,  Location: 0.7MI E ST CLAIR CO LINE (Lat: 33.783972,  Lng: -86.039775),  Route carried "on" structure: State highway 144,  Year Built: 1973,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,980 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,172 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.460,  Lanes on structure: 2,  Owner: State 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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,364,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $1,500,000 ( Estimate for 2022)
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Structure Number: 12266,  Location: BIG OAK RD RXR (Lat: 33.774658,  Lng: -86.033692),  Route carried "on" structure: County highway 23,  Year Built: 1947,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 100 (year 1993),  Average Future Daily Traffic: 125 (year 2039),  Features Intersected: SCL RAILROAD
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: Railroad,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $581,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $639,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17496,  Location: OLD ANN GAD HWY (Lat: 33.856406,  Lng: -85.917697),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 450 (year 2004),  Average Future Daily Traffic: 505 (year 2040),  Design Load: HS 20,  Features Intersected: OHATCHEE CREEK,  Facility Carried by Structure: OLD ANN GAD HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.9 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: Equal to present desirable 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: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,234,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,357,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18435,  Location: SULPHER SPRINGS RD. (Lat: 33.685908,  Lng: -86.064356),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 42 (year 2002),  Average Future Daily Traffic: 64 (year 2040),  Design Load: HS 20,  Features Intersected: ACKER CREEK,  Facility Carried by Structure: SULPHUR SPRINGS RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 82.7 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $518,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $570,000 ( Estimate for 2022)
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Structure Number: 18617,  Location: MITCHELLVILLE RD. (Lat: 33.680389,  Lng: -86.060931),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 224 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 350 (year 2040),  Design Load: HS 20,  Features Intersected: ACHER CREEK,  Facility Carried by Structure: MITCHELLVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $550,000 ( Estimate for 2022)
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Structure Number: 18887,  Location: MCCULLARS LN. (Lat: 33.783711,  Lng: -85.927503),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 300 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 446 (year 2040),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: MCCULLARS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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 desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $900,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $990,000 ( Estimate for 2022)
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Structure Number: 1892,  Location: BONDS RD. (Lat: 33.844867,  Lng: -85.969283),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 400 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 424 (year 2040),  Design Load: HS 20,  Features Intersected: UNKNOWN TRIBUTARY,  Facility Carried by Structure: BONDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 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: 2.57m (8.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $831,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $914,000 ( Estimate for 2022)
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Structure Number: 19204,  Location: ROY WEBB RD (Lat: 33.853011,  Lng: -85.758522),  Route carried "on" structure: County highway 19,  Year Built: 2005,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,062 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,760 (year 2040),  Design Load: HS 20,  Features Intersected: FLAT TIRE CREEK,  Facility Carried by Structure: ROY WEBB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $666,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $733,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19584,  Location: INGRAM WELLS RD. (Lat: 33.796556,  Lng: -85.962506),  Route carried "on" structure: County highway 207,  Year Built: 2006,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 142 (year 2005),  Average Future Daily Traffic: 190 (year 2039),  Design Load: HS 20,  Features Intersected: TALLASEEHATCHEE CREEK,  Facility Carried by Structure: INGRAM WELLS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County 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: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.05m (19.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,244,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,368,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19605,  Location: MUDD ST. (BIG) (Lat: 33.730536,  Lng: -86.044056),  Route carried "on" structure: County highway 93,  Year Built: 2005,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 1,940 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,871 (year 2040),  Design Load: HS 20,  Features Intersected: CANE CREEK,  Facility Carried by Structure: MUDD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 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 minimum criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,630,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $2,893,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21448,  Location: Boiling Springs Rd. (Lat: 33.769608,  Lng: -85.991700),  Route carried "on" structure: County highway 73,  Year Built: 2017,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 820 (year 1993),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,030 (year 2040),  Design Load: HS 20,  Features Intersected: UT Tallasseehatchee,  Facility Carried by Structure: Boiling Spring Rd.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Excellent,  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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.57m (5.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $636,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $700,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6336,  Location: 4 MI W US 431 (Lat: 33.798333,  Lng: -85.965000),  Route carried "under" structure: County highway 66,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 510 (year 1989),  Truck Traffic: 1%,  Features Intersected: SCL RR,  Facility Carried by Structure: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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