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

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Structure Number: 207,  Location: 0.2 MI. S. JCT. U.S. 84 (Lat: 31.222419,  Lng: -85.393244),  Route carried "on" structure: US 231,  Year Built: 1923,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 14,820 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,188 (year 2033),  Design Load: H 15,  Features Intersected: CENTRAL OF GEORGIA R. R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.175,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 2.58m (8.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $991,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,090,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 641,  Location: 3.8 MI W JCT SR 101 (Lat: 34.463333,  Lng: -87.490000),  Route carried "on" structure: County highway 460,  Year Built: 1929,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,130 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,274 (year 2033),  Design Load: H 15,  Features Intersected: TROUBLESOME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $524,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $576,000 ( Estimate for 2022)

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Structure Number: 1255,  Location: 0.9 MI. W. OF MONROEVILLE (Lat: 31.515733,  Lng: -87.353500),  Route carried "on" structure: State highway 47,  Year Built: 1935,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 2,680 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,429 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.443,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  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: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,015,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,117,000 ( Estimate for 2022)

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Structure Number: 1385,  Location: 0.1 MI. N. JCT. U.S. 231 (Lat: 31.237950,  Lng: -85.396817),  Route carried "on" structure: US 431,  Year Built: 1936,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 10,630 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,763 (year 2033),  Design Load: H 15,  Features Intersected: CSX R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.810,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 12.07m (39.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,896,000,  Roadway Improvement Cost: $290,000,  Total Project Cost: $3,186,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1976,  Location: 6.6 MI.N.OF FURMAN (Lat: 32.002508,  Lng: -86.863692),  Route carried "on" structure: State highway 21,  Year Built: 1939,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 900 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,122 (year 2033),  Design Load: H 15,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.311,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 66.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $561,000 ( Estimate for 2022)

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Structure Number: 1998,  Location: 1.0 MI NW US 72 (Lat: 34.724822,  Lng: -85.973325),  Route carried "on" structure: County highway 33,  Year Built: 1939,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 840 (year 1989),  Truck Traffic: 30%,  Average Future Daily Traffic: 970 (year 2039),  Design Load: H 10,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  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: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $390,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $429,000 ( Estimate for 2022)

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Structure Number: 2026,  Location: 2.1 MI. SO US 278 (Lat: 33.135278,  Lng: -86.536389),  Route carried "on" structure: US 231,  Year Built: 1939,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,420 (year 2040),  Features Intersected: COPELAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 439.505,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $390,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $429,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5384,  Location: .6 MI. N. ROSS CLARK CIRC (Lat: 31.255483,  Lng: -85.431533),  Route carried "on" structure: US 231,  Year Built: 1925,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 37,220 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 48,382 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.616,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: January 2021,  Bridge Improvement Cost: $1,243,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,367,000 ( Estimate for 2022)

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Structure Number: 5391,  Location: 1 MI. N. ROSS CLARK CIRCL (Lat: 31.263367,  Lng: -85.439933),  Route carried "on" structure: US 231,  Year Built: 1928,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 34,100 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 44,326 (year 2033),  Design Load: H 15,  Features Intersected: QUAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.807,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: January 2021,  Bridge Improvement Cost: $1,383,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $1,521,000 ( Estimate for 2022)

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Structure Number: 5575,  Location: 1 MI. INSIDE ROSS CLARK C (Lat: 31.206300,  Lng: -85.385700),  Route carried "on" structure: State highway 53,  Year Built: 1956,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 7,850 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,204 (year 2033),  Design Load: H 20,  Features Intersected: ATLANTA * ST. A. BAY R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.612,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 36.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,619,000,  Roadway Improvement Cost: $262,000,  Total Project Cost: $2,881,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5941,  Location: .4 MI.S.DALE CO.LINE (Lat: 31.281200,  Lng: -85.461183),  Route carried "on" structure: US 231,  Year Built: 1957,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 24,880 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 32,341 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.633,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,552,000,  Roadway Improvement Cost: $355,000,  Total Project Cost: $3,907,000 ( Estimate for 2022)

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Structure Number: 6309,  Location: DALE CO TO GENEVA CO LINE (Lat: 31.252139,  Lng: -85.529894),  Route carried "on" structure: County highway 49,  Year Built: 1958,  Status: Posted for load,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 1,289 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 600 (year 2034),  Design Load: H 15,  Features Intersected: LITTLE CHOCTAWHATCHEE
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: Tee Beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 13.28m (43.57ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $2,094,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $2,303,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6407,  Location: 0.8 MI.E. US 231 S (Lat: 31.191686,  Lng: -85.385381),  Route carried "on" structure: Bypass State highway 210,  Year Built: 1958,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 13,475 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,770 (year 2033),  Design Load: HS 20,  Features Intersected: A.*S.A. BAY LINE R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.588,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  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: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.14m (20.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,306,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,437,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6408,  Location: 0.8 MI.E. US.231S (Lat: 31.191519,  Lng: -85.385400),  Route carried "on" structure: Bypass State highway 210,  Year Built: 1958,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 13,475 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,770 (year 2033),  Design Load: HS 20,  Features Intersected: A.*S.A. BAY LINE R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.588,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  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: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.14m (20.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,306,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,437,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6409,  Location: 0.6 MI. N US.84E (Lat: 31.221592,  Lng: -85.360650),  Route carried "on" structure: Bypass State highway 210,  Year Built: 1958,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 14,085 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,530 (year 2033),  Design Load: HS 20,  Features Intersected: C.S.X. RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.190,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  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: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,260,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,386,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 641,  Location: 0.6 MI. N US. 84E (Lat: 31.221533,  Lng: -85.360483),  Route carried "on" structure: Bypass State highway 210,  Year Built: 1958,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 14,085 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,530 (year 2033),  Design Load: HS 20,  Features Intersected: C.S.X. RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.190,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  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: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,260,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,386,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6411,  Location: JCT. OF ALA.52 E (Lat: 31.222519,  Lng: -85.360553),  Route carried "on" structure: Bypass State highway 210,  Year Built: 1958,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 14,085 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,530 (year 2033),  Design Load: HS 20,  Features Intersected: SR 52,C. OF GA. R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.077,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.3 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.95m (26.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,454,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $2,699,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6412,  Location: JCT. SR. 52 E. (Lat: 31.222508,  Lng: -85.360381),  Route carried "on" structure: Bypass State highway 210,  Year Built: 1958,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 14,085 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,530 (year 2033),  Design Load: HS 20,  Features Intersected: SR 52,C. OF GA. R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.077,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  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: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.95m (26.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,800,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $1,980,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6414,  Location: 0.8 MI. WEST 431 N. (Lat: 31.253178,  Lng: -85.402531),  Route carried "on" structure: Bypass State highway 210,  Year Built: 1958,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 12,080 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,034 (year 2033),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  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: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,100,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $1,210,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 653,  Location: 1.6 MI. N. JCT. S.R. 109 (Lat: 31.128450,  Lng: -85.403650),  Route carried "on" structure: US 231,  Year Built: 1959,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 17,740 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,969 (year 2033),  Design Load: H 20,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.437,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,087,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $2,296,000 ( Estimate for 2022)

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Structure Number: 6531,  Location: 3.2 MI. N. JCT. SR.109 (Lat: 31.153700,  Lng: -85.402433),  Route carried "on" structure: US 231,  Year Built: 1959,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 17,740 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,969 (year 2033),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.168,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,216,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $2,438,000 ( Estimate for 2022)

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Structure Number: 6997,  Location: CIRCLE TO CO RD 33 (Lat: 31.148728,  Lng: -85.391031),  Route carried "on" structure: County highway 29,  Year Built: 1960,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 631 (year 1992),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,900 (year 2033),  Features Intersected: CYPRESS CREEK
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $560,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $616,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7447,  Location: GENEVA CO TO AL 52 (Lat: 31.199011,  Lng: -85.472119),  Route carried "on" structure: County highway 68,  Year Built: 1961,  Status: Open,  Structure Length: 1.47m (4.82ft),  Average Daily Traffic: 640 (year 1993),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,200 (year 2033),  Features Intersected: PINHOOK CREEK
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),  Skew: 3 degrees,  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: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 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: Better than present minimum criteria,  Length Of Structure Improvement: 2.15m (7.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $496,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $546,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7611,  Location: 1.7 MI. N. JCT. SR 210 (Lat: 31.274167,  Lng: -85.374217),  Route carried "on" structure: US 431,  Year Built: 1962,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 16,760 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,700 (year 2033),  Design Load: HS 20,  Features Intersected: OMUSEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.451,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,684,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $1,852,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7739,  Location: SEC 2 T-3-N R-25-E (Lat: 31.258261,  Lng: -85.508942),  Route carried "on" structure: County highway 56,  Year Built: 1962,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,853 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,753 (year 2030),  Design Load: H 15,  Features Intersected: HARRISON MILL CREEK
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),  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: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $613,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $674,000 ( Estimate for 2022)

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Structure Number: 804,  Location: SEC-10 T-4-N R-26-E (Lat: 31.334942,  Lng: -85.431364),  Route carried "on" structure: County highway 79,  Year Built: 1963,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 196 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 291 (year 2034),  Design Load: H 15,  Features Intersected: MCKAYS MILL CREEK
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.8 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $358,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $394,000 ( Estimate for 2022)

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Structure Number: 8254,  Location: 0.7 MI. E. NAPIER F. ROAD (Lat: 31.272053,  Lng: -85.434769),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 4,095 (year 1999),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,025 (year 2041),  Features Intersected: L. CHOCTAWHATCHEE RIVER,  Facility Carried by Structure: FLYNN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.710,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $371,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $408,000 ( Estimate for 2022)

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Structure Number: 8375,  Location: US 231 TO DALE CO (Lat: 31.266597,  Lng: -85.463361),  Route carried "on" structure: City street 56,  Year Built: 1964,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 4,334 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,068 (year 2041),  Features Intersected: MURPHY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal 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: 3.2m (10.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.96m (6.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $475,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $523,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8491,  Location: CO RD 105 TO CO RD 91 (Lat: 31.283592,  Lng: -85.379603),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 375 (year 1993),  Truck Traffic: 4%,  Average Future Daily Traffic: 450 (year 2041),  Features Intersected: HODGES BRANCH,  Facility Carried by Structure: CO RD 97
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $270,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8701,  Location: 4 MI W JCT AL 210 (Lat: 31.239583,  Lng: -85.503000),  Route carried "on" structure: US 84,  Year Built: 1965,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 9,310 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,490 (year 2033),  Design Load: HS 20,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 327.112,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  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: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Underwater Inspection Date: January 2021,  Bridge Improvement Cost: $1,642,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $1,806,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 877,  Location: CO RD 113 TO CO RD 29 (Lat: 31.167397,  Lng: -85.379694),  Route carried "on" structure: County highway 36,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 710 (year 1993),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,200 (year 2033),  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 51.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $322,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8816,  Location: .4 MI NORTH US 84 (Lat: 31.246244,  Lng: -85.481767),  Route carried "on" structure: State highway 605,  Year Built: 1965,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 9,450 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,531 (year 2033),  Design Load: H 15,  Features Intersected: LITTLE CHOCTAWHATCHEE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.312,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $979,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,077,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9072,  Location: CO RD 29 TO CO RD 43 (Lat: 31.104733,  Lng: -85.362072),  Route carried "on" structure: County highway 16,  Year Built: 1966,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 245 (year 1992),  Truck Traffic: 7%,  Average Future Daily Traffic: 950 (year 2033),  Features Intersected: DOUBLE BRIDGES CREEK,  Facility Carried by Structure: HARPER JOY
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.12m (10.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $540,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $594,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9296,  Location: CIRCLE TO CO RD 19 (Lat: 31.193194,  Lng: -85.344881),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 810 (year 1993),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,200 (year 2033),  Features Intersected: GOLF CREEK,  Facility Carried by Structure: PREVATT RD
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: $429,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $472,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9426,  Location: CO RD 33 TO US 84 (Lat: 31.147272,  Lng: -85.318964),  Route carried "on" structure: County highway 107,  Year Built: 1967,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 325 (year 1993),  Truck Traffic: 7%,  Average Future Daily Traffic: 585 (year 2033),  Features Intersected: FOWLER BRANCH,  Facility Carried by Structure: FOWLER RD
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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.7 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $268,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9656,  Location: CO RD 43 TO CO RD 55 (Lat: 31.123983,  Lng: -85.332258),  Route carried "on" structure: County highway 20,  Year Built: 1968,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 275 (year 1993),  Truck Traffic: 7%,  Average Future Daily Traffic: 550 (year 2033),  Features Intersected: BUCK CREEK
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $254,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $279,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10275,  Location: DOTHAN (Lat: 31.211900,  Lng: -85.372700),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 525 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 848 (year 2041),  Design Load: H 15,  Features Intersected: STREAM,  Facility Carried by Structure: CONTINENTAL DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.109,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to 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 2021,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $332,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 10293,  Location: 1.4 MI. N. JCT. SR 52 (Lat: 31.214919,  Lng: -85.435267),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 12,800 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,489 (year 2041),  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: HONEYSUCKLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.110,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,072,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,179,000 ( Estimate for 2022)

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Structure Number: 10639,  Location: 1.2 MI. E OF SR 210 (Lat: 31.220000,  Lng: -85.413500),  Route carried "on" structure: State highway 52,  Year Built: 1927,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,180 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,719 (year 2033),  Design Load: H 15,  Features Intersected: FOLKES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.820,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $533,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $586,000 ( Estimate for 2022)

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Structure Number: 10749,  Location: 1.1 MI. N. JCT. SR 52 (Lat: 31.242222,  Lng: -85.343889),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,450 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,283 (year 2041),  Features Intersected: BURKETT BRANCH,  Facility Carried by Structure: ENNIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.618,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $347,000 ( Estimate for 2022)

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Structure Number: 10941,  Location: 0.5 MI. E. SR.52 (Lat: 31.226281,  Lng: -85.405206),  Route carried "on" structure: US 84,  Year Built: 1973,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 23,060 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,936 (year 2033),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 336.659,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 4.6m (15.1ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum 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: April 2020,  Bridge Improvement Cost: $651,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $716,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10944,  Location: 0.4 MI. N. JCT. US 84 (Lat: 31.213911,  Lng: -85.351831),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,325 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,720 (year 2041),  Features Intersected: WISE BRANCH,  Facility Carried by Structure: N. BEVERLYE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.409,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $388,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $427,000 ( Estimate for 2022)