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

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Structure Number: 233,  Location: 2.0 MI. N. OF U.S. 72 (Lat: 34.852917,  Lng: -87.586556),  Route carried "on" structure: County highway 27,  Year Built: 1924,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 505 (year 1989),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,110 (year 2031),  Features Intersected: PRICE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $232,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 348,  Location: 1.9 MI. W. COURTLAND (Lat: 34.671667,  Lng: -87.316667),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Closed,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 1,100 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,400 (year 2036),  Design Load: H 15,  Features Intersected: BIG NANCE CREEK,  Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 11.95m (39.21ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: November 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $2,048,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $2,253,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2201,  Location: 1 1/2 MILE N HWY 78 (Lat: 33.891583,  Lng: -87.449653),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 110 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 175 (year 2030),  Design Load: H 15,  Features Intersected: CHEATHAM CREEK,  Facility Carried by Structure: RIPLEY CUTOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.83m (12.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $710,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $781,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2207,  Location: 1 MILE S CARBON HILL (Lat: 33.883333,  Lng: -87.516667),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 110 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 350 (year 2031),  Features Intersected: CRANFORD CREEK,  Facility Carried by Structure: MCDADE ROAD
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,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: 2.33m (7.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 2326,  Location: .7 MILE FROM WIDOW CREEK (Lat: 33.908600,  Lng: -87.505900),  Route carried "on" structure: Alternate City street ,  Year Built: 1940,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,500 (year 2041),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: CO RD. 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.750,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.89m (19.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,009,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,110,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2328,  Location: .1 MI W ARMORY RD (Lat: 33.883333,  Lng: -87.533333),  Route carried "on" structure: Alternate City street ,  Year Built: 1940,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: H 15,  Features Intersected: LOST CREEK,  Facility Carried by Structure: FISH HATCHERY RD.
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: 4,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $732,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $805,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 233,  Location: ARMORY RD. (Lat: 33.885000,  Lng: -87.534800),  Route carried "on" structure: Alternate City street ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 650 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2041),  Design Load: H 15,  Features Intersected: LOST CREEK,  Facility Carried by Structure: ARMORY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $760,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $836,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3514,  Location: 0.4 Miles from JCT ST 278 (Lat: 34.142847,  Lng: -87.870850),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 25 (year 2001),  Average Future Daily Traffic: 59 (year 2035),  Features Intersected: Camp Creek,  Facility Carried by Structure: Tidwell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 10.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $215,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 3517,  Location: SOUTHSIDE CLANTON (Lat: 32.834667,  Lng: -86.628817),  Route carried "on" structure: US 31,  Year Built: 1925,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 15,040 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,320 (year 2041),  Design Load: H 15,  Features Intersected: POLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 356.029,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,293,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $1,422,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3518,  Location: 1.5 MI S JCT SR 5 (Lat: 33.002197,  Lng: -87.148572),  Route carried "on" structure: State highway 219,  Year Built: 1925,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 1,182 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,937 (year 2040),  Design Load: H 15,  Features Intersected: SCHULTZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.479,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.28m (20.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,120,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,232,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3856,  Location: 1/2 MI W US 78 (Lat: 33.678847,  Lng: -86.976044),  Route carried "on" structure: County highway 103,  Year Built: 1950,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 75 (year 2017),  Average Future Daily Traffic: 125 (year 2041),  Design Load: H 15,  Features Intersected: CSX RR (TRACKS REMOVED),  Facility Carried by Structure: B'HAM - JASPER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $660,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $726,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6884,  Location: 2 MILES N HWY 78 (Lat: 33.889419,  Lng: -87.444756),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,200 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,300 (year 2030),  Features Intersected: SIMS BRANCH,  Facility Carried by Structure: RIPLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $173,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $190,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 713,  Location: .6 M. WEST I-22 (Lat: 33.872072,  Lng: -87.448825),  Route carried "on" structure: State highway 118,  Year Built: 1960,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 1,915 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,635 (year 2040),  Design Load: HS 20,  Features Intersected: Lost Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.114,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.96m (35.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,329,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $2,562,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7597,  Location: 3 MILES N CARBON HILL (Lat: 33.938478,  Lng: -87.526783),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 350 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 915 (year 2033),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: NAUVOO GALLOWAY RD
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: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 36.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.01m (16.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $791,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $870,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7731,  Location: 3.7 MI N OF ELBA (Lat: 31.441317,  Lng: -86.110108),  Route carried "on" structure: County highway 364,  Year Built: 1962,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 621 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: H 10,  Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 33.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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: 3.08m (10.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 7865,  Location: 0.8 MI W OF COUNTY 17 (Lat: 31.826392,  Lng: -85.635314),  Route carried "on" structure: County highway 1078,  Year Built: 1963,  Status: Closed,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 35 (year 2007),  Average Future Daily Traffic: 35 (year 2027),  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: DOYLE SANDERS RD
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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Critical,  Channel: Fair,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.56m (18.24ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: March 2007,  Other Special Inspection Date: March 2007,  Bridge Improvement Cost: $763,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $839,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber

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Structure Number: 9169,  Location: .4 MI W Lost Creek (Lat: 33.882692,  Lng: -87.512869),  Route carried "on" structure: State highway 118,  Year Built: 1930,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,420 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 4,707 (year 2041),  Design Load: HS 20,  Features Intersected: Stream
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.272,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $735,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $809,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 917,  Location: Lost Crk at Carbon Hill (Lat: 33.881911,  Lng: -87.510522),  Route carried "on" structure: State highway 118,  Year Built: 1966,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 1,710 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,353 (year 2041),  Design Load: HS 20,  Features Intersected: Lost Creek,  Facility Carried by Structure: AL-18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.288,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  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: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 45.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.28m (33.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,186,000,  Roadway Improvement Cost: $219,000,  Total Project Cost: $2,405,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9717,  Location: 1.5 MI E JCT CO ROAD 64 (Lat: 30.583333,  Lng: -87.898967),  Route carried "on" structure: US 98,  Year Built: 1968,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 28,241 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,362 (year 2039),  Design Load: HS 20,  Features Intersected: RED GULLEY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.861,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 13 degrees,  Material/Design: Concrete,  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: 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,079,000,  Roadway Improvement Cost: $308,000,  Total Project Cost: $3,387,000 ( Estimate for 2022)

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Structure Number: 1117,  Location: 3 MILES W HWY 5 (Lat: 33.933333,  Lng: -87.466667),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 100 (year 1991),  Average Future Daily Traffic: 250 (year 2032),  Design Load: H 15,  Features Intersected: CAMP CREEK,  Facility Carried by Structure: KEETON CEM. ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: 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,  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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $178,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $196,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11171,  Location: 3 MILES W HWY 5 (Lat: 33.933333,  Lng: -87.466667),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 200 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2032),  Design Load: H 15,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: SLICKLIZZARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $285,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11636,  Location: .1 MI E US 78 CARBON HILL (Lat: 33.882589,  Lng: -87.516708),  Route carried "on" structure: Alternate City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,027 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: WILLOW LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 62.7 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $261,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $287,000 ( Estimate for 2022),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15022,  Location: 3.0 NE STTURD CROSSROADS (Lat: 33.835653,  Lng: -87.548197),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 60 (year 1996),  Average Future Daily Traffic: 70 (year 2030),  Features Intersected: WOLF CREEK,  Facility Carried by Structure: WOLF CREEK RD.
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.4 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $383,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $421,000 ( Estimate for 2022)

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Structure Number: 15121,  Location: 2 MI. NORTH 78 HWY. (Lat: 33.892353,  Lng: -87.442922),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 150 (year 1991),  Truck Traffic: 30%,  Average Future Daily Traffic: 210 (year 2030),  Design Load: HS 20,  Features Intersected: SIMS CREEK,  Facility Carried by Structure: RIPLEY CUTOFF RD
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: 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: 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: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $261,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $287,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15645,  Location: 1 MILE W CARBON HILL (Lat: 33.887483,  Lng: -87.497719),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 110 (year 1981),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2033),  Design Load: HS 20,  Features Intersected: LOST CREEK,  Facility Carried by Structure: MARLIN JORDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $817,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $899,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16452,  Location: Carbon Hill Interchange (Lat: 33.870400,  Lng: -87.439100),  Route carried "on" structure: Interstate 22,  Year Built: 2001,  Status: Open,  Structure Length: 13.53m (44.39ft),  Average Daily Traffic: 7,020 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,511 (year 2041),  Design Load: HS 20,  Features Intersected: AL-118
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.491,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 14.34m (47.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $4,130,000,  Roadway Improvement Cost: $413,000,  Total Project Cost: $4,543,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16453,  Location: Carbon Hill Interchange (Lat: 33.870394,  Lng: -87.438819),  Route carried "on" structure: Interstate 22,  Year Built: 2001,  Status: Open,  Structure Length: 13.53m (44.39ft),  Average Daily Traffic: 7,020 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,511 (year 2041),  Design Load: HS 20,  Features Intersected: AL-118
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.491,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 14.34m (47.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $4,130,000,  Roadway Improvement Cost: $413,000,  Total Project Cost: $4,543,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16457,  Location: 0.6 Miles West (Lat: 33.871825,  Lng: -87.448828),  Route carried "on" structure: State highway 118,  Year Built: 2000,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 1,915 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,635 (year 2040),  Design Load: HS 20,  Features Intersected: Lost Creek
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 79.114,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.75m (41.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,671,000,  Roadway Improvement Cost: $367,000,  Total Project Cost: $4,038,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16596,  Location: Over I-22 (Lat: 33.889389,  Lng: -87.452586),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 500 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 750 (year 2041),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: Ripley Cut-Off Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 78.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.22m (36.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,231,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $3,554,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16597,  Location: Ripley over I-22 (Lat: 33.879381,  Lng: -87.446192),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1996,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 200 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2041),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: Ripley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.16m (36.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,214,000,  Roadway Improvement Cost: $321,000,  Total Project Cost: $3,535,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16831,  Location: I-22 over Cheatham Creek (Lat: 33.885083,  Lng: -87.450186),  Route carried "on" structure: Interstate 22,  Year Built: 1996,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 6,865 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,301 (year 2041),  Design Load: HS 20,  Features Intersected: Cheatham Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.916,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.55m (34.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,038,000,  Roadway Improvement Cost: $304,000,  Total Project Cost: $3,342,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16832,  Location: I-22 Cheatham Creek (Lat: 33.885292,  Lng: -87.449997),  Route carried "on" structure: Interstate 22,  Year Built: 1996,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 6,865 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,301 (year 2041),  Design Load: HS 20,  Features Intersected: Cheatham Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.916,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.55m (34.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,110,000,  Roadway Improvement Cost: $311,000,  Total Project Cost: $3,421,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16886,  Location: Lost Creek at Carbon Hill (Lat: 33.879608,  Lng: -87.503561),  Route carried "on" structure: State highway 118,  Year Built: 1998,  Status: Open,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 1,710 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,353 (year 2041),  Design Load: HS 20,  Features Intersected: Lost Creek
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 73.225,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 10.19m (33.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,935,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $3,229,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16928,  Location: I-22 Leonard Chapel Rd (Lat: 33.900372,  Lng: -87.467981),  Route carried "on" structure: Alternate County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 200 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2041),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: Leonard Chapel Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.28m (33.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,032,000,  Roadway Improvement Cost: $303,000,  Total Project Cost: $3,335,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16929,  Location: I-22 Cemetary Rd (Lat: 33.905175,  Lng: -87.491356),  Route carried "on" structure: Alternate County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 200 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2041),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: Smiths Cemetary Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.55m (34.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,110,000,  Roadway Improvement Cost: $311,000,  Total Project Cost: $3,421,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17686,  Location: I-22 @ Mill Crek (Lat: 33.921600,  Lng: -87.520694),  Route carried "on" structure: Interstate 22,  Year Built: 2004,  Status: Open,  Structure Length: 37.03m (121.49ft),  Average Daily Traffic: 6,975 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,450 (year 2040),  Design Load: HS 20,  Features Intersected: Mill Creek
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 73.627,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.03m (121.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $10,157,000,  Roadway Improvement Cost: $1,016,000,  Total Project Cost: $11,173,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17687,  Location: I-22 & Mill Creek (Lat: 33.919500,  Lng: -87.517600),  Route carried "on" structure: Interstate 22,  Year Built: 2003,  Status: Open,  Structure Length: 37.03m (121.49ft),  Average Daily Traffic: 6,975 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,450 (year 2040),  Design Load: HS 20,  Features Intersected: Mill Creek
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 73.627,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.03m (121.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $10,665,000,  Roadway Improvement Cost: $1,067,000,  Total Project Cost: $11,732,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17688,  Location: I-22 @ Clifty Branch (Lat: 33.915225,  Lng: -87.511092),  Route carried "on" structure: Interstate 22,  Year Built: 2004,  Status: Open,  Structure Length: 21.95m (72.01ft),  Average Daily Traffic: 6,975 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,450 (year 2040),  Design Load: HS 20,  Features Intersected: Clifty Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.835,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.95m (72.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $6,320,000,  Roadway Improvement Cost: $632,000,  Total Project Cost: $6,952,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17689,  Location: I-22 @ Clifty Branch (Lat: 33.915611,  Lng: -87.511319),  Route carried "on" structure: Interstate 22,  Year Built: 2004,  Status: Open,  Structure Length: 21.95m (72.01ft),  Average Daily Traffic: 6,975 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,450 (year 2040),  Design Load: HS 20,  Features Intersected: Clifty Branch
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 74.835,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  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: 6,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.95m (72.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $7,825,000,  Roadway Improvement Cost: $783,000,  Total Project Cost: $8,608,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place