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

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Structure Number: 10768,  Location: 200 FT W OF HALIFAX CT (Lat: 32.322783,  Lng: -86.253647),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 750 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,020 (year 2038),  Design Load: H 15,  Features Intersected: GLADLANE DITCH,  Facility Carried by Structure: HALIFAX LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  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: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $541,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $595,000 ( Estimate for 2022)

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Structure Number: 10769,  Location: 3.2 MI N OF ENGLEWOOD (Lat: 33.159700,  Lng: -87.548900),  Route carried "on" structure: State highway 69,  Year Built: 1972,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 48,750 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 63,369 (year 2040),  Design Load: HS 20,  Features Intersected: RUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.512,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $4,897,000,  Roadway Improvement Cost: $490,000,  Total Project Cost: $5,387,000 ( Estimate for 2022)

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Structure Number: 1077,  Location: 0.5 MI S JCT SR 215 (Lat: 33.161961,  Lng: -87.549125),  Route carried "on" structure: State highway 69,  Year Built: 1972,  Status: Open,  Structure Length: 6.99m (22.93ft),  Average Daily Traffic: 22,395 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,111 (year 2033),  Design Load: HS 20,  Features Intersected: NORFOLK & SO RR Active
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.803,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.02m (26.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,364,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $2,600,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10774,  Location: 200 FT E OF ENDCOTT DR (Lat: 32.320642,  Lng: -86.253500),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 1,550 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,616 (year 2038),  Design Load: H 15,  Features Intersected: BALDWIN SLOUGH,  Facility Carried by Structure: BALDWIN BROOK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 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: Equal to present minimum criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,233,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,356,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10778,  Location: UNIV DR E OF MEMORIAL PKY (Lat: 34.740000,  Lng: -86.598333),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20,200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,280 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: UNIVERSITY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $604,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $664,000 ( Estimate for 2022)

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Structure Number: 10797,  Location: WASHINGTON * DALLAS CREEK (Lat: 34.741667,  Lng: -86.590000),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,500 (year 2035),  Design Load: H 15,  Features Intersected: DALLAS CREEK,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Channel: Very 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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $529,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $582,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 108,  Location: 1.4 MI. W. US 231 (Lat: 32.422200,  Lng: -86.254903),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1972,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 11,660 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,227 (year 2033),  Design Load: HS 20,  Features Intersected: THREE MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.259,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 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: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,247,000,  Roadway Improvement Cost: $325,000,  Total Project Cost: $3,572,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10801,  Location: 1.4 MI. W. US 231 (Lat: 32.422461,  Lng: -86.254919),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1972,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 11,660 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,227 (year 2033),  Design Load: HS 20,  Features Intersected: THREE MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.259,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,247,000,  Roadway Improvement Cost: $325,000,  Total Project Cost: $3,572,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10802,  Location: 2.9 M.W OF US 231 (Lat: 32.423742,  Lng: -86.279428),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1972,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 12,509 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,263 (year 2033),  Design Load: HS 20,  Features Intersected: W OF A RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.911,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.66m (34.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,948,000,  Roadway Improvement Cost: $395,000,  Total Project Cost: $4,343,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10803,  Location: 2.9 M W 231 (Lat: 32.423914,  Lng: -86.280792),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1972,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 12,509 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,263 (year 2033),  Design Load: HS 20,  Features Intersected: W.OF A RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.911,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.35m (30.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,333,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $3,666,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10804,  Location: 3.1 MW US 231 (Lat: 32.424625,  Lng: -86.283586),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1972,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 12,509 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,263 (year 2033),  Design Load: HS 20,  Features Intersected: LOWER WETUMPKA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.568,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.14m (23.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,056,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $2,262,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10805,  Location: 3.1 M W US 231 (Lat: 32.424347,  Lng: -86.284150),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1972,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 12,509 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,263 (year 2033),  Design Load: HS 20,  Features Intersected: LOWER WETUMPKA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.568,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 7.14m (23.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,056,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $2,262,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10807,  Location: 0.4 MI.EAST OF I65 (Lat: 32.391200,  Lng: -86.321439),  Route carried "on" structure: State highway 152,  Year Built: 1972,  Status: Open,  Structure Length: 44.78m (146.92ft),  Average Daily Traffic: 16,210 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,779 (year 2033),  Design Load: HS 20,  Features Intersected: ALABAMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.356,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 13.1m (43.0ft), Horizontal Clearance: 76.2m (250.0ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 44.78m (146.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $12,897,000,  Roadway Improvement Cost: $1,290,000,  Total Project Cost: $14,187,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10808,  Location: 0.4 MI. EAST OF I65 (Lat: 32.390964,  Lng: -86.321389),  Route carried "on" structure: State highway 152,  Year Built: 1972,  Status: Open,  Structure Length: 44.78m (146.92ft),  Average Daily Traffic: 16,210 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,779 (year 2033),  Design Load: HS 20,  Features Intersected: ALABAMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.356,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 13.1m (43.0ft), Horizontal Clearance: 76.2m (250.0ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 44.78m (146.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $12,897,000,  Roadway Improvement Cost: $1,290,000,  Total Project Cost: $14,187,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10809,  Location: 0.4 MI W AL RIVER BR (Lat: 32.222100,  Lng: -86.323683),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1972,  Status: Open,  Structure Length: 10.87m (35.66ft),  Average Daily Traffic: 16,210 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,779 (year 2033),  Design Load: HS 20,  Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.035,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.76m (38.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,258,000,  Roadway Improvement Cost: $226,000,  Total Project Cost: $2,484,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1081,  Location: 0.4 MI W ALA.RIVER (Lat: 32.222100,  Lng: -86.323683),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1972,  Status: Open,  Structure Length: 10.69m (35.07ft),  Average Daily Traffic: 16,210 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,779 (year 2033),  Design Load: HS 20,  Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.035,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.59m (38.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,338,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $3,672,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10872,  Location: I65 AND I85 INTERCHANGE (Lat: 32.365000,  Lng: -86.321667),  Route carried "on" structure: Interstate 65,  Year Built: 1973,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 37,200 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 47,129 (year 2033),  Design Load: HS 20,  Features Intersected: RAMPS AND JEFF DAVIS AVE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 275.331,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.86m (52.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,982,000,  Roadway Improvement Cost: $598,000,  Total Project Cost: $6,580,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10874,  Location: I65 AND I85 INTERCHANGE (Lat: 32.365000,  Lng: -86.323333),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1973,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 7,440 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,425 (year 2033),  Design Load: HS 20,  Features Intersected: OAK ST,  Facility Carried by Structure: FAP 94 (DAY ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 275.454,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,211,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $2,432,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10875,  Location: I65 AND I85 INTERCHANGE (Lat: 32.365000,  Lng: -86.323333),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1973,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 7,440 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,425 (year 2033),  Design Load: HS 20,  Features Intersected: OAK ST,  Facility Carried by Structure: FAP 94 (DAY ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 275.454,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,123,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $2,335,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10876,  Location: 0.2 MI.N.OF I85 INTERCHNG (Lat: 32.369378,  Lng: -86.322722),  Route carried "on" structure: Interstate 65,  Year Built: 1973,  Status: Open,  Structure Length: 5.96m (19.55ft),  Average Daily Traffic: 38,750 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,093 (year 2033),  Design Load: HS 20,  Features Intersected: DAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 275.727,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 55.7m (182.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,736,000,  Roadway Improvement Cost: $874,000,  Total Project Cost: $9,610,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10878,  Location: 0.3 MI.S.OF BELL ST (Lat: 32.373333,  Lng: -86.320000),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 8,299 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,781 (year 2028),  Design Load: HS 20,  Features Intersected: I65,  Facility Carried by Structure: CLAYTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.40m (37.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,127,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $3,440,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10879,  Location: 0.1 MI.S.OF BELL ST (Lat: 32.376472,  Lng: -86.322331),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 8,781 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,849 (year 2028),  Design Load: HS 20,  Features Intersected: I65,  Facility Carried by Structure: CLAY ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.352,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.11m (29.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,187,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $3,506,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1088,  Location: 0.8 MI.S.OF AL.152 (Lat: 32.377719,  Lng: -86.322047),  Route carried "on" structure: Interstate 65,  Year Built: 1973,  Status: Open,  Structure Length: 74.80m (245.41ft),  Average Daily Traffic: 38,750 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,093 (year 2033),  Design Load: HS 20,  Features Intersected: ALABAMA RIVER AND RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 276.666,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 76.2m (250.0ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 19,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.4 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 74.80m (245.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $22,568,000,  Roadway Improvement Cost: $2,257,000,  Total Project Cost: $24,825,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10884,  Location: I85 AND I65 INTERCHANGE (Lat: 32.366500,  Lng: -86.322500),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 1973,  Status: Open,  Structure Length: 18.75m (61.52ft),  Average Daily Traffic: 2,211 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,914 (year 2033),  Design Load: HS 20,  Features Intersected: I65 AND RAMP 53,  Facility Carried by Structure: RAMP 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 19.39m (63.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,589,000,  Roadway Improvement Cost: $359,000,  Total Project Cost: $3,948,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10885,  Location: I85 AND I65 INTERCHANGE (Lat: 32.365000,  Lng: -86.320000),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 1973,  Status: Open,  Structure Length: 30.08m (98.69ft),  Average Daily Traffic: 2,211 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,914 (year 2033),  Design Load: HS 20,  Features Intersected: W JEFF DAVIS * I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 30.08m (98.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $8,663,000,  Roadway Improvement Cost: $866,000,  Total Project Cost: $9,529,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10886,  Location: I85 AND I65 INTERCHANGE (Lat: 32.368333,  Lng: -86.318333),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 1973,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 9,497 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,516 (year 2033),  Design Load: HS 20,  Features Intersected: HOLT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.369,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,314,000,  Roadway Improvement Cost: $231,000,  Total Project Cost: $2,545,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10887,  Location: I85 AND I65 INTERCHANGE (Lat: 32.368333,  Lng: -86.320000),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 1973,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 9,497 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,516 (year 2033),  Design Load: HS 20,  Features Intersected: HOLT ST,  Facility Carried by Structure: RAMP 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.369,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,274,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $2,501,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10888,  Location: I85 AND I65 INTERCHANGE (Lat: 32.367439,  Lng: -86.320247),  Route carried "on" structure: Interstate 85,  Year Built: 1973,  Status: Open,  Structure Length: 14.81m (48.59ft),  Average Daily Traffic: 22,110 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 29,140 (year 2033),  Design Load: HS 20,  Features Intersected: HOLT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.076,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.59m (51.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,772,000,  Roadway Improvement Cost: $577,000,  Total Project Cost: $6,349,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11236,  Location: 0.4 MI.S.OF SEIBELS RD (Lat: 32.302633,  Lng: -86.276519),  Route carried "on" structure: County highway 39,  Year Built: 1974,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 500 (year 1992),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,000 (year 2038),  Design Load: H 20,  Features Intersected: BALDWIN SLOUGH,  Facility Carried by Structure: NARROW LANE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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: 9.06m (29.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,490,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $1,639,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11241,  Location: 0.6 MI E US.31 (Lat: 32.392264,  Lng: -86.381981),  Route carried "on" structure: County highway 44,  Year Built: 1974,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 175 (year 1990),  Truck Traffic: 25%,  Average Future Daily Traffic: 290 (year 2038),  Design Load: HS 20,  Features Intersected: WEST END DITCH,  Facility Carried by Structure: WASHINGTONFERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $387,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11278,  Location: 0.5 MI.E OF 6TH ST. (Lat: 32.408333,  Lng: -86.295000),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1971,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 24,830 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,297 (year 2033),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.910,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable 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: November 2020,  Bridge Improvement Cost: $1,434,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $1,577,000 ( Estimate for 2022)

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Structure Number: 1141,  Location: AL.152*US 231 HWY (Lat: 32.420000,  Lng: -86.227778),  Route carried "on" structure: State highway 231,  Year Built: 1975,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 37,720 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,407 (year 2033),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.071,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 16 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $11,671,000,  Roadway Improvement Cost: $1,167,000,  Total Project Cost: $12,838,000 ( Estimate for 2022)

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Structure Number: 11437,  Location: 0.7 MI N OF WOODLEY RD (Lat: 32.306692,  Lng: -86.239056),  Route carried "on" structure: City street 41,  Year Built: 1975,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,400 (year 1992),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,030 (year 2038),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: VIRGINIA LOOP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.199,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,319,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $1,451,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1148,  Location: 0.4 MI E OF N RIPLEY ST (Lat: 32.380367,  Lng: -86.291575),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 17,000 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,919 (year 2038),  Design Load: HS 20,  Features Intersected: C.OF GA.RR,  Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 107.499,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.31m (17.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,986,000,  Roadway Improvement Cost: $299,000,  Total Project Cost: $3,285,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11497,  Location: INT. AL152*SR.#9 (Lat: 32.421083,  Lng: -86.229933),  Route carried "on" structure: State highway 152,  Year Built: 1975,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 16,348 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,106 (year 2034),  Design Load: HS 20,  Features Intersected: SR. # 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.741,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.06m (29.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,608,000,  Roadway Improvement Cost: $261,000,  Total Project Cost: $2,869,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11498,  Location: INT. US 231 * AL. 152 (Lat: 32.421083,  Lng: -86.229933),  Route carried "on" structure: State highway 152,  Year Built: 1975,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 16,348 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,106 (year 2034),  Design Load: HS 20,  Features Intersected: SR # 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.741,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: 9.06m (29.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,608,000,  Roadway Improvement Cost: $261,000,  Total Project Cost: $2,869,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11499,  Location: 6TH ST INTERCHANGE (Lat: 32.403178,  Lng: -86.309228),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1975,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 12,415 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,148 (year 2033),  Design Load: HS 20,  Features Intersected: 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.158,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,108,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $2,319,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 115,  Location: 6TH ST INTERCHANGE (Lat: 32.403300,  Lng: -86.309400),  Route carried "on" structure: Bypass State highway 152,  Year Built: 1975,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 12,415 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,148 (year 2033),  Design Load: HS 20,  Features Intersected: 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.158,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,108,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $2,319,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place