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

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Structure Number: 97,  Location: 24TH ST N * VILLAGE CREEK (Lat: 33.550000,  Lng: -86.800000),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Open,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 5,500 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,000 (year 2036),  Features Intersected: VILLAGE CK,  Facility Carried by Structure: 24 TH ST N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.799,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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,  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: 2.82m (9.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $965,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,062,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334,  Location: 0.6MI N JCT US11*I59 (Lat: 34.488064,  Lng: -85.712989),  Route carried "on" structure: US 11,  Year Built: 1926,  Year Reconstructed: 1935,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 6,031 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,443 (year 2038),  Design Load: H 15,  Features Intersected: BIG WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 373.701,  Lanes on structure: 2,  Owner: State 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: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 51.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.46m (27.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,624,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $1,786,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335,  Location: 1.3 MI N JCT US11*I59 (Lat: 34.495292,  Lng: -85.705189),  Route carried "on" structure: US 11,  Year Built: 1926,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,031 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,443 (year 2038),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 374.890,  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: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $256,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336,  Location: 1.5 MI N JCT US11*I59 (Lat: 34.536200,  Lng: -85.663600),  Route carried "on" structure: US 11,  Year Built: 1926,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,683 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,756 (year 2038),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 380.826,  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: Fair,  Culverts: Fair,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $337,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 496,  Location: 0.2 MI E ALA 14:TALLASSEE (Lat: 32.536667,  Lng: -85.875000),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,972 (year 2041),  Design Load: H 15,  Features Intersected: STONE CREEK,  Facility Carried by Structure: OAK HEIGHTS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $337,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 644,  Location: 2.8 MI. N COFFEE CO 156 (Lat: 31.413256,  Lng: -85.796636),  Route carried "on" structure: State highway 27,  Year Built: 1929,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,620 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,803 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.709,  Lanes on structure: 2,  Owner: State 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: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $404,000 ( Estimate for 2022)

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Structure Number: 856,  Location: 0.5 MI S JCT SR 35*273 (Lat: 34.357908,  Lng: -85.613606),  Route carried "on" structure: State highway 273,  Year Built: 1930,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 863 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,208 (year 2039),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.752,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  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: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $442,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $486,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 932,  Location: .2MIE JCT US 280 (Lat: 33.367789,  Lng: -86.662806),  Route carried "on" structure: County highway 280,  Year Built: 1931,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,480 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH OFF YELLOWLEAF CR
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),  Skew: 4 degrees,  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: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $322,000 ( Estimate for 2022)

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Structure Number: 1006,  Location: 4 MI S OF REMLAP (Lat: 33.769500,  Lng: -86.633100),  Route carried "on" structure: County highway 138,  Year Built: 1932,  Status: Posted for load,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 366 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 544 (year 2040),  Design Load: H 15,  Features Intersected: WALLS CREEK,  Facility Carried by Structure: REMLAP DRIVE
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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 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,  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: 20.0 - 29.9% below),  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $533,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $586,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1012,  Location: 0.5 MI W CO RT 51 T7SR8E (Lat: 34.394006,  Lng: -85.797819),  Route carried "on" structure: County highway 189,  Year Built: 1932,  Status: Closed,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 75 (year 1992),  Average Future Daily Traffic: 85 (year 2008),  Design Load: H 10,  Features Intersected: BIG WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Serious,  Channel: Satisfactory,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.44m (17.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 1988,  Bridge Improvement Cost: $522,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $574,000 ( Estimate for 2022),  Deck Structure Type: Aluminum

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Structure Number: 1146,  Location: 0.2 MI W CO RD 417 (Lat: 34.799964,  Lng: -86.400958),  Route carried "on" structure: County highway 418,  Year Built: 1934,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 190 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 260 (year 2040),  Design Load: H 15,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: SHARPES COVE 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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 25.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $294,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $323,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1414,  Location: 4 MI S JCT US11*SR35 (Lat: 34.385914,  Lng: -85.772697),  Route carried "on" structure: US 11,  Year Built: 1936,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,176 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,846 (year 2038),  Design Load: H 15,  Features Intersected: WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 359.833,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  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: 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $667,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $734,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1943,  Location: 3 MI. N. OF GEIGER (Lat: 32.919350,  Lng: -88.297189),  Route carried "on" structure: State highway 17,  Year Built: 1939,  Status: Open,  Structure Length: 15.77m (51.74ft),  Average Daily Traffic: 950 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,225 (year 2033),  Design Load: H 15,  Features Intersected: NOXUBEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 274.012,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.5 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: 16.53m (54.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,720,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $2,992,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3091,  Location: 1.3 MI W JCT CORT51T7SR8E (Lat: 34.377078,  Lng: -85.823800),  Route carried "on" structure: County highway 52,  Year Built: 1947,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 828 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,230 (year 2042),  Design Load: H 15,  Features Intersected: HORTON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  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: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $292,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $321,000 ( Estimate for 2022)

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Structure Number: 3092,  Location: 0.3MI W JCT CO RT51T8SR8E (Lat: 34.365422,  Lng: -85.813931),  Route carried "on" structure: County highway 52,  Year Built: 1956,  Status: Posted for load,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 1,049 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,558 (year 2040),  Design Load: H 15,  Features Intersected: BIG WILLS 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: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 8.58m (28.15ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $1,353,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $1,488,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3451,  Location: 2 MI N LITTLE RIVER (Lat: 34.406667,  Lng: -85.648333),  Route carried "on" structure: State highway 35,  Year Built: 1949,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,785 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,299 (year 2039),  Design Load: H 15,  Features Intersected: STRAIGHT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.640,  Lanes on structure: 2,  Base Highway Network: Yes,  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: Fair,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 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: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $316,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $348,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3842,  Location: 4 MI N JCT SR 35 T6S R10E (Lat: 34.477517,  Lng: -85.628239),  Route carried "on" structure: County highway 89,  Year Built: 1951,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 3,133 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,656 (year 2041),  Design Load: H 10,  Features Intersected: HURRICANE 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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 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: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $230,000 ( Estimate for 2022)

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Structure Number: 4061,  Location: 9 MI N JCT SR 68 *35 (Lat: 34.363236,  Lng: -85.604467),  Route carried "on" structure: State highway 35,  Year Built: 1951,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,201 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,481 (year 2039),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.123,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $386,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $425,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4401,  Location: 0.7MI W JCT US 11 (Lat: 34.478103,  Lng: -85.723342),  Route carried "on" structure: County highway 59,  Year Built: 1952,  Status: Posted for load,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 2,580 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,834 (year 2040),  Design Load: H 15,  Features Intersected: BIG WILLS CREEK,  Facility Carried by Structure: FAS 24 CO RD 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  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: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.2 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: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $1,443,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $1,587,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4958,  Location: 0.2 MI N US 11 (Lat: 34.467439,  Lng: -85.698925),  Route carried "on" structure: County highway 137,  Year Built: 1954,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 7,679 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,410 (year 2041),  Design Load: H 15,  Features Intersected: BEESON BRANCH
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: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.6 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $270,000 ( Estimate for 2022)

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Structure Number: 4959,  Location: 2.4MI N JCT US 11 T6SR9E (Lat: 34.493053,  Lng: -85.677042),  Route carried "on" structure: County highway 137,  Year Built: 1954,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 7,269 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,801 (year 2041),  Design Load: H 15,  Features Intersected: TRIB. TO BIG WILLS 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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.2 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: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $389,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $428,000 ( Estimate for 2022)

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Structure Number: 496,  Location: 2.6 MI N JCT US 11 T6SR9E (Lat: 34.495111,  Lng: -85.674925),  Route carried "on" structure: County highway 137,  Year Built: 1954,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 4,689 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,968 (year 2041),  Design Load: H 15,  Features Intersected: TRIB. TO BIG WILLS CREEK
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: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $270,000 ( Estimate for 2022)

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Structure Number: 4961,  Location: 5.0 MI N JCT US 11 (Lat: 34.522297,  Lng: -85.651047),  Route carried "on" structure: County highway 137,  Year Built: 1954,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 4,689 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,968 (year 2041),  Design Load: H 15,  Features Intersected: TRIB. TO ALLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  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: 87.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.7 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: 1.78m (5.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $452,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $497,000 ( Estimate for 2022)

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Structure Number: 5999,  Location: 3.2 MI NW JCT SR 09T6SR9E (Lat: 34.548706,  Lng: -85.719319),  Route carried "on" structure: County highway 85,  Year Built: 1952,  Status: Posted for load,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,512 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,733 (year 2040),  Design Load: H 15,  Features Intersected: TOWN CREEK
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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.7 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: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 7.14m (23.43ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $1,125,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,238,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6206,  Location: 0.1 MI NW INT CHERO #15 (Lat: 34.367944,  Lng: -85.607933),  Route carried "on" structure: County highway 15,  Year Built: 1958,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 75 (year 2020),  Average Future Daily Traffic: 125 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: CHEROKEE #818
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: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.30m (4.27ft),  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: $214,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $235,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6437,  Location: JCT I59 * SR 35 (Lat: 34.437083,  Lng: -85.749000),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 9,538 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 13,353 (year 2038),  Design Load: HS 20,  Features Intersected: SR 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 351.960,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.58m (28.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,941,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $2,135,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6438,  Location: JCT I59 * SR 35 (Lat: 34.437056,  Lng: -85.748639),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 9,538 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 13,353 (year 2038),  Design Load: HS 20,  Features Intersected: SR 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 351.960,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.58m (28.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,941,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $2,135,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6439,  Location: JCT I59 * SR35 (Lat: 34.438064,  Lng: -85.749278),  Route carried "on" structure: Ramp Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,917 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 2,684 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 351.993,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Skew: 3 degrees,  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: 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,016,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,118,000 ( Estimate for 2022)

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Structure Number: 644,  Location: JCT I59 * SR35 (Lat: 34.437944,  Lng: -85.748750),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 19,076 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 26,706 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 351.993,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,982,000,  Roadway Improvement Cost: $398,000,  Total Project Cost: $4,380,000 ( Estimate for 2022)

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Structure Number: 6441,  Location: JCT I59 * SR 35 (Lat: 34.437528,  Lng: -85.747278),  Route carried "on" structure: Ramp Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,917 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 2,684 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 351.993,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Skew: 3 degrees,  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: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 79.3 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: 2.17m (7.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,302,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,432,000 ( Estimate for 2022)

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Structure Number: 6442,  Location: 3 MI N JCT I59*SR35 (Lat: 34.473333,  Lng: -85.715000),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 22,294 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 31,211 (year 2038),  Design Load: HS 20,  Features Intersected: BEESON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 357.117,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 13 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: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,878,000,  Roadway Improvement Cost: $388,000,  Total Project Cost: $4,266,000 ( Estimate for 2022)

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Structure Number: 6443,  Location: 1 MI S JCT I59 * US 11 (Lat: 34.498019,  Lng: -85.695092),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 19,646 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 27,504 (year 2038),  Design Load: HS 20,  Features Intersected: BIG WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 360.273,  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: 10,  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: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,319,000,  Roadway Improvement Cost: $232,000,  Total Project Cost: $2,551,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6444,  Location: 1 MI S JCT I59 * US11 (Lat: 34.498044,  Lng: -85.694753),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 19,646 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 27,504 (year 2038),  Design Load: HS 20,  Features Intersected: BIG WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 360.273,  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: 10,  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: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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 minimum 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: May 2020,  Bridge Improvement Cost: $2,319,000,  Roadway Improvement Cost: $232,000,  Total Project Cost: $2,551,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6768,  Location: 0.3 MI N JCT I59 *US11 (Lat: 34.513333,  Lng: -85.691667),  Route carried "on" structure: Interstate 59,  Year Built: 1960,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 19,646 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 27,504 (year 2038),  Design Load: HS 20,  Features Intersected: SMITH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.900,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 14 degrees,  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: 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.05m (6.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,397,000,  Roadway Improvement Cost: $440,000,  Total Project Cost: $4,837,000 ( Estimate for 2022)

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Structure Number: 6769,  Location: 3MI N JCT I59 * US11 (Lat: 34.549689,  Lng: -85.680153),  Route carried "on" structure: Interstate 59,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 16,217 (year 2018),  Truck Traffic: 36%,  Average Future Daily Traffic: 22,703 (year 2038),  Design Load: HS 20,  Features Intersected: WHITEHALL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 366.282,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  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: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,288,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $1,417,000 ( Estimate for 2022)

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Structure Number: 677,  Location: CR 608 OVP. MM 227.7 (Lat: 34.550667,  Lng: -85.679617),  Route carried "on" structure: County highway 608,  Year Built: 1960,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 1,107 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,262 (year 2038),  Design Load: H 20,  Features Intersected: I-59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.683,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,744,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $1,918,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6935,  Location: US11 OVP MP 224.7 (Lat: 34.508333,  Lng: -85.691667),  Route carried "on" structure: US 11,  Year Built: 1960,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 5,190 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,206 (year 2038),  Design Load: HS 20,  Features Intersected: I-59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 376.796,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  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: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.54m (41.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,837,000,  Roadway Improvement Cost: $284,000,  Total Project Cost: $3,121,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6936,  Location: 0.2 MI N JCT US11*I59 (Lat: 34.510961,  Lng: -85.690833),  Route carried "on" structure: US 11,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,834 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,767 (year 2038),  Design Load: HS 20,  Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 377.166,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  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: 33.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $858,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $944,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7081,  Location: 1.5 MI N OF SR 35 (Lat: 34.448172,  Lng: -85.746039),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 4,650 (year 2038),  Design Load: H 15,  Features Intersected: WILLS CREEK,  Facility Carried by Structure: AIRPORT AVE
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 continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.16m (26.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,287,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $1,416,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7103,  Location: 0.5MI W JCT CORT 89T8SR8E (Lat: 34.355714,  Lng: -85.745994),  Route carried "on" structure: Alternate County highway 81,  Year Built: 1960,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,551 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,305 (year 2041),  Design Load: H 15,  Features Intersected: JOHNNIES CREEK
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 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: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $260,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $286,000 ( Estimate for 2022)

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Structure Number: 7118,  Location: 500 FT N AL 35 T7SR8E (Lat: 34.450000,  Lng: -85.750000),  Route carried "on" structure: City street 105,  Year Built: 1960,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 4,800 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 6,100 (year 2038),  Design Load: H 15,  Features Intersected: Dye Branch,  Facility Carried by Structure: Airport Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $472,000 ( Estimate for 2022)