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

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Structure Number: 83,  Location: 1.7 MI E JCT FAP 116 (Lat: 34.888508,  Lng: -86.409778),  Route carried "on" structure: County highway 439,  Year Built: 1914,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 45 (year 1992),  Average Future Daily Traffic: 100 (year 2034),  Design Load: HS 20,  Features Intersected: RODGERS BRANCH,  Facility Carried by Structure: FRANK HEREFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $123,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $135,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 223,  Location: 1.9 MI. E. OF OAK HILL (Lat: 31.909544,  Lng: -87.056536),  Route carried "on" structure: State highway 10,  Year Built: 1924,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 720 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 938 (year 2033),  Design Load: H 15,  Features Intersected: LITTLE BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 151.742,  Lanes on structure: 2,  Owner: State 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),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $303,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $333,000 ( Estimate for 2022)

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Structure Number: 325,  Location: 3 MI SW BETHEL (Lat: 33.379500,  Lng: -85.328100),  Route carried "on" structure: County highway ,  Year Built: 1926,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 52 (year 1990),  Average Future Daily Traffic: 73 (year 2030),  Features Intersected: CUTNOSE CREEK,  Facility Carried by Structure: CO RD 461
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 18.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $124,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 328,  Location: 15.0 MI N OF PRATTVILLE (Lat: 32.656000,  Lng: -86.488900),  Route carried "on" structure: US 31,  Year Built: 1926,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 3,410 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,380 (year 2033),  Design Load: H 15,  Features Intersected: MORTAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 329.233,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.89m (19.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,212,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,333,000 ( 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: 513,  Location: 1.2 MI W GA STATE LINE (Lat: 34.086389,  Lng: -85.440169),  Route carried "on" structure: US 411,  Year Built: 1928,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,338 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,673 (year 2039),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 412.439,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $421,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $463,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 646,  Location: 0.8 MI.S.HENRY CO. L. (Lat: 31.490967,  Lng: -85.426300),  Route carried "on" structure: State highway 27,  Year Built: 1929,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 960 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,393 (year 2033),  Design Load: H 15,  Features Intersected: DEAL CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.900,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $352,000 ( Estimate for 2022)

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Structure Number: 992,  Location: 2.0MI.N.INT.A171 JC.58 (Lat: 34.675733,  Lng: -85.848669),  Route carried "on" structure: County highway 58,  Year Built: 1932,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,130 (year 1997),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,250 (year 2038),  Design Load: HS 20,  Features Intersected: BRYANT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $688,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $757,000 ( Estimate for 2022)

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Structure Number: 993,  Location: 0.5 MI W SR 207 (Lat: 34.829222,  Lng: -87.301172),  Route carried "on" structure: County highway 66,  Year Built: 1932,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 225 (year 1989),  Truck Traffic: 10%,  Average Future Daily Traffic: 450 (year 2031),  Features Intersected: 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: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $365,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $402,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1056,  Location: 0.8 MI W JCT SR 71 (Lat: 34.849783,  Lng: -85.636189),  Route carried "on" structure: County highway 92,  Year Built: 1933,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 60 (year 1990),  Average Future Daily Traffic: 110 (year 2039),  Design Load: H 10,  Features Intersected: MILLER BRANCH
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: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $229,000 ( Estimate for 2022)

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Structure Number: 1088,  Location: PHENIX CITY (Lat: 32.465500,  Lng: -85.000700),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 8.24m (27.03ft),  Average Daily Traffic: 16,975 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,000 (year 2042),  Design Load: H 15,  Features Intersected: HOLLAND CREEK,  Facility Carried by Structure: BROAD STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.900,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 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: Better than present minimum criteria,  Length Of Structure Improvement: 9.24m (30.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $3,167,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $3,484,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1552,  Location: 0.25 MI N OF COLUMBUS ST (Lat: 3.385739,  Lng: -86.298419),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 9,100 (year 1992),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,201 (year 2038),  Design Load: H 15,  Features Intersected: C. OF GA. RR,  Facility Carried by Structure: N. RIPLEY ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.199,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.01m (16.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,408,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $1,549,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1553,  Location: 0.3 MI N OF COLUMBUS ST (Lat: 32.386794,  Lng: -86.298353),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,100 (year 1992),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,201 (year 2038),  Design Load: H 15,  Features Intersected: GOLDBUG ST.,  Facility Carried by Structure: NORTH RIPLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.299,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.48m (4.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $416,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $458,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1554,  Location: 0.2 MI S of BROADWAY ST (Lat: 32.409869,  Lng: -86.287756),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 9,100 (year 1993),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,100 (year 2038),  Design Load: H 15,  Features Intersected: SCL RR,  Facility Carried by Structure: LOWER WETUMPKA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.898,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,042,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $2,246,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1678,  Location: 0.4 MI SO CO RD 469 (Lat: 34.830406,  Lng: -86.412339),  Route carried "on" structure: County highway 468,  Year Built: 1937,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 420 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 530 (year 2040),  Design Load: H 15,  Features Intersected: ELDER BRANCH,  Facility Carried by Structure: HURRICANE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to 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: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $212,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $233,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1719,  Location: 2.2 MI.N.OF FLATWOOD (Lat: 32.167811,  Lng: -87.493828),  Route carried "on" structure: State highway 5,  Year Built: 1938,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,950 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 2,441 (year 2033),  Design Load: H 15,  Features Intersected: DIXONS CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.153,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $597,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $657,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1896,  Location: 2.1MI N JCT SR 65 (Lat: 34.742639,  Lng: -86.322172),  Route carried "on" structure: County highway 1,  Year Built: 1939,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 40 (year 1989),  Truck Traffic: 1%,  Average Future Daily Traffic: 69 (year 2039),  Design Load: H 10,  Features Intersected: LITTLE DRY 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 15.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  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: > 39.9% below),  Length Of Structure Improvement: 1.58m (5.18ft),  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: $271,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $298,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 193,  Location: 3.9 MI. N. OF JACHIN (Lat: 32.283356,  Lng: -88.172708),  Route carried "on" structure: State highway 17,  Year Built: 1939,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,590 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 2,051 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.427,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $635,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $699,000 ( Estimate for 2022)

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Structure Number: 1992,  Location: .1 MI S ALA 202 (Lat: 33.607167,  Lng: -85.979600),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Temporarily open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 150 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 200 (year 2040),  Features Intersected: BRANCH,  Facility Carried by Structure: TAYLORS CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  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: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 5.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $228,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2058,  Location: 0.4 MI W JCT CO RT 28 (Lat: 34.436261,  Lng: -87.450169),  Route carried "on" structure: County highway 29,  Year Built: 1939,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 50 (year 1987),  Average Future Daily Traffic: 150 (year 2036),  Features Intersected: MILAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.48m (4.86ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $178,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 2241,  Location: SYLACAUGA (Lat: 33.166667,  Lng: -86.283333),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 700 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 850 (year 2041),  Design Load: H 15,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: E FT WILLIAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.300,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: Somewhat better than minimum adequacy,  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 2021,  Bridge Improvement Cost: $411,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $452,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2246,  Location: TALLADEGA (Lat: 33.433300,  Lng: -86.083400),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 743 (year 2041),  Design Load: H 15,  Features Intersected: ISBELL BRANCH,  Facility Carried by Structure: N SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.51m (4.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $880,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $968,000 ( Estimate for 2022)

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Structure Number: 2756,  Location: 1.4 MI.E.0F WESTERNBYPASS (Lat: 32.368561,  Lng: -86.356192),  Route carried "on" structure: City street ,  Year Built: 1943,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 18,950 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,530 (year 2040),  Design Load: H 15,  Features Intersected: STREAM,  Facility Carried by Structure: BELL STREET
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.399,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  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: 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,330,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $2,563,000 ( Estimate for 2022)

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Structure Number: 2767,  Location: 0.1 MI S OF DAY ST (Lat: 32.368214,  Lng: -86.349236),  Route carried "on" structure: City street ,  Year Built: 1943,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 13,600 (year 1988),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,900 (year 2038),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: Air Base Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.699,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to 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: August 2020,  Bridge Improvement Cost: $811,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $892,000 ( Estimate for 2022)

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Structure Number: 2768,  Location: 0.25 MI E OF AIRBASE BLVD (Lat: 32.369700,  Lng: -86.352600),  Route carried "on" structure: City street ,  Year Built: 1943,  Status: Posted for load,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 13,600 (year 1992),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,089 (year 2040),  Design Load: H 15,  Features Intersected: ICE RR,  Facility Carried by Structure: DAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.999,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 9.87m (32.38ft),  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: $1,896,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $2,086,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2958,  Location: 0.8 MI.W. HUNTER LOOP RD. (Lat: 32.343100,  Lng: -86.393600),  Route carried "on" structure: County highway 74,  Year Built: 1946,  Status: Posted for load,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 2,600 (year 1992),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,000 (year 2038),  Design Load: H 15,  Features Intersected: CATOMA CREEK RELIEF,  Facility Carried by Structure: OLD SELMA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 23.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than 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: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $760,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $836,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2959,  Location: 0.9 MI.W. HUNTER LOOP RD. (Lat: 32.343100,  Lng: -86.395500),  Route carried "on" structure: County highway 74,  Year Built: 1946,  Status: Posted for load,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,600 (year 1992),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,000 (year 2038),  Design Load: H 15,  Features Intersected: CATOMA CREEK RELIEF,  Facility Carried by Structure: OLD SELMA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 22.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.91m (9.55ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $559,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $615,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3047,  Location: 0.75 MI W OF VIR. LOOP (Lat: 32.304031,  Lng: -86.247161),  Route carried "on" structure: City street ,  Year Built: 1947,  Status: Posted for load,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 3,100 (year 1993),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,050 (year 2038),  Design Load: H 10,  Features Intersected: WHITES SLOUGH,  Facility Carried by Structure: WOODLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  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: 3.46m (11.35ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $640,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $704,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3048,  Location: 0.8 MI W OF VIR. LOOP (Lat: 32.304392,  Lng: -86.247689),  Route carried "on" structure: City street ,  Year Built: 1947,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,100 (year 1993),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,100 (year 2038),  Design Load: H 10,  Features Intersected: WHITES SLOUGH,  Facility Carried by Structure: WOODLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 13.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  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: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 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: 3249,  Location: 0.1 MI.N.OF SEIBELS RD (Lat: 32.308925,  Lng: -86.280236),  Route carried "on" structure: City street 39,  Year Built: 1948,  Status: Posted for load,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 900 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,212 (year 2038),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: NARROW LANE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.600,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 27.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $826,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $909,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 325,  Location: 0.3 MI.N.OF SEIBELS RD (Lat: 32.311333,  Lng: -86.281675),  Route carried "on" structure: City street 39,  Year Built: 1948,  Status: Posted for load,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 900 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,212 (year 2038),  Design Load: H 15,  Features Intersected: STREAM,  Facility Carried by Structure: NARROW LANE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.699,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 5.25m (17.22ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $1,007,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,108,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3277,  Location: 0.15 MI W OF S COURT ST (Lat: 32.337192,  Lng: -86.310386),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,000 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,550 (year 2038),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: W DELANO AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Good,  Culverts: Good,  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: 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: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $881,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $969,000 ( Estimate for 2022)

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Structure Number: 328,  Location: 150FT S OF PORTLAND AVE (Lat: 32.337036,  Lng: -86.290578),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,000 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,224 (year 2038),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: E AUDUBON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $405,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $446,000 ( Estimate for 2022)

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Structure Number: 3292,  Location: 0.14 MI W OF S COURT ST (Lat: 32.335472,  Lng: -86.310269),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,000 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,570 (year 2038),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: W PATTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.750,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Good,  Culverts: Good,  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: 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: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $422,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $464,000 ( Estimate for 2022)

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Structure Number: 4321,  Location: 0.13 MI S OF ATLANTA HWY (Lat: 32.383100,  Lng: -86.259200),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,200 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,040 (year 2038),  Design Load: H 15,  Features Intersected: THREE MILE BRANCH,  Facility Carried by Structure: FORREST HILLS DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.599,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $570,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $627,000 ( Estimate for 2022)

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Structure Number: 4325,  Location: 0.15 MI S OF ATLANTA HWY (Lat: 32.382906,  Lng: -86.253600),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,200 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,530 (year 2038),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: EASTHAVEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 47.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $661,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $727,000 ( Estimate for 2022)

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Structure Number: 4562,  Location: 200FT E OF COLISEUM BLVD (Lat: 32.393069,  Lng: -86.257158),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 1,200 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,530 (year 2038),  Design Load: H 15,  Features Intersected: THREE MILE BRANCH,  Facility Carried by Structure: BILTMORE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.099,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: 2.88m (9.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $749,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $824,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4639,  Location: 200 FT W OF E AUDUBON RD (Lat: 32.330783,  Lng: -86.290778),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 500 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 561 (year 2038),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: LYNWOOD DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.349,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $440,000 ( Estimate for 2022)

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Structure Number: 4758,  Location: 0.18 MI E OF LOWER WETUM. (Lat: 32.400078,  Lng: -86.288483),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 110 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 202 (year 2036),  Design Load: H 15,  Features Intersected: CYPRESS POND DITCH,  Facility Carried by Structure: KANSAS ST
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 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: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $571,000 ( Estimate for 2022)

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Structure Number: 4825,  Location: 250FT N OF YARBROUGH ST (Lat: 32.409019,  Lng: -86.277042),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 250 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 356 (year 2038),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: EAST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 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: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $645,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $710,000 ( Estimate for 2022)