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

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Structure Number: 1556,  Location: 1.1 MI.E.OF SOU.RR (Lat: 32.433333,  Lng: -86.935000),  Route carried "on" structure: State highway 14,  Year Built: 1937,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,720 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,704 (year 2033),  Design Load: H 15,  Features Intersected: BLUE GIRTH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.611,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $370,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1557,  Location: 1.3 MI.E.OF SOU.RR (Lat: 32.435000,  Lng: -86.933333),  Route carried "on" structure: State highway 14,  Year Built: 1937,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,720 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,704 (year 2033),  Design Load: H 15,  Features Intersected: BLUE GIRTH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.931,  Lanes on structure: 2,  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: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $370,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2812,  Location: INTER.CAHABA RD. (Lat: 32.416908,  Lng: -87.050000),  Route carried "on" structure: City street 2,  Year Built: 1945,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 7,211 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,095 (year 2041),  Design Load: H 15,  Features Intersected: JONES CREEK,  Facility Carried by Structure: CAHABA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Good,  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: Equal to present minimum criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $344,000 ( Estimate for 2022)

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Structure Number: 2982,  Location: 0.2 MI.W.JCT US 80 (Lat: 32.436667,  Lng: -87.063333),  Route carried "on" structure: State highway 14,  Year Built: 1926,  Year Reconstructed: 1947,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,210 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,323 (year 2033),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.439,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $428,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $471,000 ( Estimate for 2022)

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Structure Number: 4569,  Location: 2.0 MI.E.JCT US.80 (Lat: 32.431667,  Lng: -86.990000),  Route carried "on" structure: State highway 14,  Year Built: 1953,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,930 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,987 (year 2033),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 190.345,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $364,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $400,000 ( Estimate for 2022)

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Structure Number: 4571,  Location: JCT.OF AL.14 AND SO.RR (Lat: 32.430000,  Lng: -86.955000),  Route carried "on" structure: State highway 14,  Year Built: 1953,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 5,930 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,987 (year 2033),  Design Load: H 20,  Features Intersected: SOU.RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.768,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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: $1,392,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $1,531,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 466,  Location: 0.3 MI W SR 41 (Lat: 32.401397,  Lng: -86.997817),  Route carried "on" structure: County highway 80,  Year Built: 1953,  Status: Posted for load,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 1,050 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: H 15,  Features Intersected: BEECH CREEK,  Facility Carried by Structure: HARRISON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 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: 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: 12.05m (39.53ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $1,900,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $2,090,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4714,  Location: 0.1MI.E.AL.219 (Lat: 32.385992,  Lng: -87.084367),  Route carried "on" structure: State highway 22,  Year Built: 1927,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,230 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,344 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.980,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  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: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $711,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $782,000 ( Estimate for 2022)

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Structure Number: 4715,  Location: 2.5 MI. E.AL.219 (Lat: 32.406667,  Lng: -87.048333),  Route carried "on" structure: State highway 22,  Year Built: 1927,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,450 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,250 (year 2033),  Design Load: H 15,  Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.163,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $670,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $737,000 ( Estimate for 2022)

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Structure Number: 8344,  Location: 1.05 MI W SR 219 (Lat: 32.426264,  Lng: -87.099764),  Route carried "on" structure: County highway 44,  Year Built: 1964,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 711 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,100 (year 2037),  Design Load: H 15,  Features Intersected: CHILDERS 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: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $413,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $454,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10341,  Location: 1.4 MI.N.OF US 80 (Lat: 32.406783,  Lng: -86.994167),  Route carried "on" structure: State highway 41,  Year Built: 1970,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 10,540 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,066 (year 2033),  Design Load: HS 20,  Features Intersected: ALA. RIVER RELIEF #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 200.103,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,384,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $2,622,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10342,  Location: 1.7 MI.N OF US 80 (Lat: 32.393750,  Lng: -86.992750),  Route carried "on" structure: State highway 41,  Year Built: 1970,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 10,540 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,066 (year 2033),  Design Load: HS 20,  Features Intersected: ALA. RIVER RELIEF #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 200.527,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,384,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $2,622,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10343,  Location: 1.9 MI.N.OF US 80 (Lat: 32.408333,  Lng: -86.991667),  Route carried "on" structure: State highway 41,  Year Built: 1970,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 10,540 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,066 (year 2033),  Design Load: HS 20,  Features Intersected: ALA. RIVER RELIEF #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 200.832,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.29m (33.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,963,000,  Roadway Improvement Cost: $296,000,  Total Project Cost: $3,259,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10913,  Location: BET. AL. 22 AND MARINA ST (Lat: 32.083333,  Lng: -87.050000),  Route carried "on" structure: City street 1,  Year Built: 1973,  Status: Posted for load,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 122 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 239 (year 2041),  Design Load: H 15,  Features Intersected: JONES CREEK,  Facility Carried by Structure: MARINA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $1,021,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,123,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10924,  Location: 0.35 MI.N.OF OLD CAHABA R (Lat: 32.416667,  Lng: -87.050000),  Route carried "on" structure: City street 3,  Year Built: 1973,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 7,815 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,941 (year 2041),  Design Load: H 15,  Features Intersected: SOUTHERN R.R.,  Facility Carried by Structure: MEDICAL CENTERPKW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.349,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.38m (24.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,378,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $2,616,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11217,  Location: 7.3 MI.W.OF US 80 (Lat: 32.362592,  Lng: -87.126686),  Route carried "on" structure: State highway 22,  Year Built: 1974,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 4,050 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,912 (year 2033),  Design Load: HS 20,  Features Intersected: CAHABA RIVER RELIEF #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.067,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,703,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $1,873,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11218,  Location: 7.1 MI.W.OF US 80 (Lat: 32.365947,  Lng: -87.115581),  Route carried "on" structure: State highway 22,  Year Built: 1974,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 4,050 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,912 (year 2033),  Design Load: HS 20,  Features Intersected: CAHABA RIVER RELIEF #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.246,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,276,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,404,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11219,  Location: 6.2 MI.W.OF US 80 (Lat: 32.367911,  Lng: -87.109761),  Route carried "on" structure: State highway 22,  Year Built: 1974,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 4,050 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,912 (year 2033),  Design Load: HS 20,  Features Intersected: CAHABA RIVER RELIEF#3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.800,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,053,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,158,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1122,  Location: 5.7MI.W.US80 (Lat: 32.372158,  Lng: -87.101794),  Route carried "on" structure: State highway 22,  Year Built: 1974,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 4,050 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,912 (year 2033),  Design Load: HS 20,  Features Intersected: CHILDERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.670,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $1,494,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $1,643,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11658,  Location: 2.3 MI. N. US 80 (Lat: 32.403178,  Lng: -86.992378),  Route carried "on" structure: State highway 41,  Year Built: 1976,  Status: Open,  Structure Length: 26.37m (86.52ft),  Average Daily Traffic: 10,950 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,574 (year 2033),  Design Load: HS 20,  Features Intersected: RR * BEACHCREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 201.575,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 8,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 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,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 26.37m (86.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $7,595,000,  Roadway Improvement Cost: $760,000,  Total Project Cost: $8,355,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11659,  Location: INT. WATER AVE. AL.#4 1 (Lat: 32.412117,  Lng: -86.994883),  Route carried "on" structure: Bypass State highway 41,  Year Built: 1976,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 5,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,830 (year 2033),  Design Load: HS 20,  Features Intersected: WATER AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.613,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.87m (25.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 1166,  Location: INT.WATER AVE.*ALA#41 (Lat: 32.412100,  Lng: -86.995200),  Route carried "on" structure: Bypass State highway 41,  Year Built: 1976,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 5,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,830 (year 2033),  Design Load: HS 20,  Features Intersected: WATER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.613,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.87m (25.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,967,000,  Roadway Improvement Cost: $297,000,  Total Project Cost: $3,264,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11661,  Location: 3.8 MI. N. U. S. 80 (Lat: 32.414600,  Lng: -86.996933),  Route carried "on" structure: State highway 41,  Year Built: 1976,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 5,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,830 (year 2033),  Design Load: HS 20,  Features Intersected: L * NRR JEFF DAVIS AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.943,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.66m (41.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,774,000,  Roadway Improvement Cost: $477,000,  Total Project Cost: $5,251,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11662,  Location: 3.8 MI. N. OF US 80 (Lat: 32.414650,  Lng: -86.996850),  Route carried "on" structure: State highway 41,  Year Built: 1976,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 5,510 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,830 (year 2033),  Design Load: HS 20,  Features Intersected: NORTH ST SOU RR LN RRJEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.943,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.66m (41.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,646,000,  Roadway Improvement Cost: $365,000,  Total Project Cost: $4,011,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11663,  Location: 4.7 MI. N. US #80 (Lat: 32.425953,  Lng: -87.004750),  Route carried "on" structure: State highway 41,  Year Built: 1976,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 11,020 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,661 (year 2033),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.374,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: Good,  Culverts: Satisfactory,  Operating Rating: 85.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.4 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: 1.51m (4.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,835,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $2,019,000 ( Estimate for 2022)

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Structure Number: 12658,  Location: 0.2 MI.W.OF AL 14 (Lat: 32.434119,  Lng: -87.064333),  Route carried "on" structure: US 80,  Year Built: 1933,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,880 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 12,919 (year 2033),  Design Load: HS 20,  Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.413,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 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: Fair,  Culverts: Satisfactory,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,269,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,396,000 ( Estimate for 2022)

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Structure Number: 13194,  Location: 1.55 MI W SR 219 (Lat: 32.413575,  Lng: -87.109367),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 450 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2040),  Design Load: HS 20,  Features Intersected: CHILDERS CREEK,  Facility Carried by Structure: CR # 28
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $842,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $926,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13195,  Location: 1.60 MI W SR 219 (Lat: 32.413633,  Lng: -87.110483),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 450 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2040),  Design Load: HS 20,  Features Intersected: CHILDERS CREEK,  Facility Carried by Structure: CR # 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $842,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $926,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14329,  Location: 0.9 MI W SR 14 E (Lat: 32.424156,  Lng: -86.959456),  Route carried "on" structure: County highway 48,  Year Built: 1988,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 2,100 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,600 (year 2034),  Design Load: HS 20,  Features Intersected: BEECH CREEK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $978,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,076,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 15275,  Location: 1.3 MI.E OF AL.14 (Lat: 32.431567,  Lng: -87.038425),  Route carried "on" structure: US 80,  Year Built: 1933,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 25,120 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,847 (year 2033),  Design Load: HS 20,  Features Intersected: VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.855,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,862,000,  Roadway Improvement Cost: $386,000,  Total Project Cost: $4,248,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16743,  Location: .10 MI E US80 (Lat: 32.421667,  Lng: -87.008333),  Route carried "on" structure: City street 65,  Year Built: 1952,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 4,770 (year 2006),  Truck Traffic: 30%,  Average Future Daily Traffic: 6,678 (year 2041),  Design Load: HS 20,  Features Intersected: DRAINAGE CHANNEL,  Facility Carried by Structure: EARL GOODWIN PRKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.633,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Channel: Good,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $528,000 ( Estimate for 2022)

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Structure Number: 17274,  Location: 2.0 MI S SR 14 (Lat: 32.421269,  Lng: -86.919992),  Route carried "on" structure: County highway 306,  Year Built: 2000,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 50 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 75 (year 2040),  Features Intersected: BLUE GRITH SWAMP
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $468,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $515,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18343,  Location: IN SELMA (Lat: 32.405000,  Lng: -87.036667),  Route carried "on" structure: State highway 22,  Year Built: 2013,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 11,090 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,452 (year 2033),  Design Load: HS 20,  Features Intersected: VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.147,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.34m (27.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,717,000,  Roadway Improvement Cost: $372,000,  Total Project Cost: $4,089,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11659,  Location: INT. WATER AVE. AL.#4 1 (Lat: 32.412117,  Lng: -86.994883),  Route carried "under" structure: Business City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 6,277 (year 2005),  Truck Traffic: 17%,  Features Intersected: WATER AVE.,  Facility Carried by Structure: AL 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 1166,  Location: INT.WATER AVE.*ALA#41 (Lat: 32.412100,  Lng: -86.995200),  Route carried "under" structure: Business City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 6,277 (year 2005),  Truck Traffic: 19%,  Features Intersected: WATER AVE,  Facility Carried by Structure: AL. 41 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.385,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 11661,  Location: 3.8 MI. N. U. S. 80 (Lat: 32.414600,  Lng: -86.996933),  Route carried "under" structure: State highway 41,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 11,020 (year 2013),  Truck Traffic: 13%,  Features Intersected: L * NRR JEFF DAVIS AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.707,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 11662,  Location: 3.8 MI. N. OF US 80 (Lat: 32.414650,  Lng: -86.996850),  Route carried "under" structure: State highway 41,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 11,020 (year 2013),  Truck Traffic: 13%,  Features Intersected: NORTH ST SOU RR LN RRJEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.707,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)