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

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Structure Number: 1212,  Location: 0.25 MI EAST CO RD 1110 (Lat: 34.903558,  Lng: -86.690633),  Route carried "on" structure: County highway 15,  Year Built: 1935,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,050 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,218 (year 2035),  Design Load: H 15,  Features Intersected: W FORK BEAVER DAM CREEK,  Facility Carried by Structure: PULASKI PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Tee 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: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $322,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1988,  Location: 5.8 MI. N. OF VINELAND (Lat: 32.116233,  Lng: -87.660500),  Route carried "on" structure: State highway 25,  Year Built: 1939,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,190 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 1,578 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.488,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $337,000 ( Estimate for 2022)

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Structure Number: 2512,  Location: 1 MI N CHILTON CO LN (Lat: 33.083822,  Lng: -86.749042),  Route carried "on" structure: US 31,  Year Built: 1920,  Year Reconstructed: 1941,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 7,680 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,866 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 388.779,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 45.6 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.57m (5.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $472,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3267,  Location: .4 MI. W JCT ST RT 31 (Lat: 33.285986,  Lng: -86.816408),  Route carried "on" structure: County highway 52,  Year Built: 1948,  Status: Posted for load,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 12,564 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,670 (year 2041),  Design Load: H 15,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 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: 3619,  Location: OAK MTN. STATE PARK (Lat: 33.332300,  Lng: -86.755100),  Route carried "on" structure: Alternate State lands road ,  Year Built: 1950,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,100 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,500 (year 2041),  Design Load: HS 20,  Features Intersected: SPILLWAY,  Facility Carried by Structure: JOHN FINDLAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.999,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $493,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $542,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 5097,  Location: @ CO RD 52 (Lat: 33.282289,  Lng: -86.810850),  Route carried "on" structure: US 31,  Year Built: 1955,  Status: Open,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 13,630 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,508 (year 2041),  Design Load: HS 20,  Features Intersected: PEAVINE CK * ACL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 412.963,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.83m (45.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,845,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $3,130,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5098,  Location: .1 MI.SO.AL 119 (Lat: 33.329772,  Lng: -86.792583),  Route carried "on" structure: US 31,  Year Built: 1955,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 15,675 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,135 (year 2041),  Design Load: HS 20,  Features Intersected: CAHABA VALLEY CREEK,  Facility Carried by Structure: AL - 3 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.986,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.8 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: 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: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $983,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,081,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5841,  Location: 5.7 MI NE ALABASTER (Lat: 33.296839,  Lng: -86.748731),  Route carried "on" structure: County highway 11,  Year Built: 1957,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,796 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,715 (year 2040),  Design Load: H 15,  Features Intersected: N.FORK PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $456,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $502,000 ( Estimate for 2022)

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Structure Number: 11382,  Location: CHANDLAR RD * CHANDLAR LN (Lat: 33.291667,  Lng: -86.783333),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 2,115 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,200 (year 2042),  Design Load: H 15,  Features Intersected: BISHOP CREEK,  Facility Carried by Structure: CHANDLAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $948,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,043,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12033,  Location: 0.8 MI E OF PELHAM (Lat: 33.278783,  Lng: -86.796472),  Route carried "on" structure: County highway 52,  Year Built: 1978,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 10,221 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,309 (year 2041),  Design Load: HS 20,  Features Intersected: HOGPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.39m (4.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,178,000,  Roadway Improvement Cost: $218,000,  Total Project Cost: $2,396,000 ( Estimate for 2022)

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Structure Number: 12117,  Location: I65 * HOGPEN CK (Lat: 33.277647,  Lng: -86.799931),  Route carried "on" structure: Interstate 65,  Year Built: 1979,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 77,840 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 98,618 (year 2042),  Design Load: HS 20,  Features Intersected: HOGPEN CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 388.813,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.05m (6.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $5,472,000,  Roadway Improvement Cost: $547,000,  Total Project Cost: $6,019,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12118,  Location: CO RD 52 * I65 (Lat: 33.280100,  Lng: -86.799700),  Route carried "on" structure: County highway ,  Year Built: 1979,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 8,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,900 (year 2020),  Design Load: HS 20,  Features Intersected: I - 65,  Facility Carried by Structure: CO RD 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 7,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.69m (41.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $9,046,000,  Roadway Improvement Cost: $905,000,  Total Project Cost: $9,951,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12119,  Location: I 65 * CO RD 33 (Lat: 33.309000,  Lng: -86.787200),  Route carried "on" structure: County highway 33,  Year Built: 1979,  Status: Open,  Structure Length: 13.35m (43.80ft),  Average Daily Traffic: 1,200 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HS 20,  Features Intersected: I 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.16m (46.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,565,000,  Roadway Improvement Cost: $457,000,  Total Project Cost: $5,022,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1212,  Location: I 65 * OAK MT RD (Lat: 33.319061,  Lng: -86.787336),  Route carried "on" structure: Interstate 65,  Year Built: 1979,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 41,800 (year 2022),  Truck Traffic: 16%,  Average Future Daily Traffic: 52,957 (year 2042),  Design Load: HS 20,  Features Intersected: OAK MOUNTAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 393.646,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.5 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: 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: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $3,998,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $4,398,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12121,  Location: OAK MT RD * I 65 (Lat: 33.318753,  Lng: -86.786817),  Route carried "on" structure: Interstate 65,  Year Built: 1979,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 41,800 (year 2022),  Truck Traffic: 16%,  Average Future Daily Traffic: 52,957 (year 2042),  Design Load: HS 20,  Features Intersected: OAK MOUNTIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 393.646,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: 7.95m (26.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $3,926,000,  Roadway Improvement Cost: $393,000,  Total Project Cost: $4,319,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12323,  Location: .1 MI. SO AL 119 (Lat: 33.333611,  Lng: -86.779444),  Route carried "on" structure: Interstate 65,  Year Built: 1980,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 83,600 (year 2022),  Truck Traffic: 16%,  Average Future Daily Traffic: 105,915 (year 2042),  Design Load: HS 20,  Features Intersected: BISHOP CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 395.583,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft)

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: 3.22m (10.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $7,179,000,  Roadway Improvement Cost: $718,000,  Total Project Cost: $7,897,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12324,  Location: I 65 * AL 119 (Lat: 33.336717,  Lng: -86.779903),  Route carried "on" structure: Interstate 65,  Year Built: 1980,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 8.80m (28.87ft),  Average Daily Traffic: 41,800 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 52,957 (year 2040),  Design Load: HS 20,  Features Intersected: AL 119*
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 395.979,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.78m (32.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $9,995,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $10,995,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14928,  Location: .2MI E JCT CO 35 (Lat: 33.290844,  Lng: -86.791247),  Route carried "on" structure: County highway 72,  Year Built: 1989,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 769 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,640 (year 2041),  Design Load: HS 20,  Features Intersected: PEAVINE CREEK
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $297,000 ( Estimate for 2022)

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Structure Number: 17091,  Location: 0.4MI N JCT US 31 (Lat: 33.302489,  Lng: -86.813072),  Route carried "on" structure: County highway 105,  Year Built: 1998,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 7,888 (year 2021),  Average Future Daily Traffic: 11,043 (year 2041),  Design Load: HS 20,  Features Intersected: CAHABA VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 10.7m (35.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.11m (16.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,577,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $1,735,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 17681,  Location: JCT FRONTIER DR (Lat: 33.281667,  Lng: -86.780000),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 4,300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,600 (year 2041),  Design Load: HS 20,  Features Intersected: BISHOP CREEK,  Facility Carried by Structure: CROSSCREEK TRAIL
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,592,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $1,751,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18127,  Location: .9 MI.E.JCT.ST.RT.119 (Lat: 33.389956,  Lng: -86.677672),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 840 (year 2040),  Design Load: HS 20,  Features Intersected: IVY BRANCH,  Facility Carried by Structure: EAGLE POINT CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $590,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $649,000 ( Estimate for 2022)

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Structure Number: 184,  Location: 2 MI SW JCT CO RD 74 (Lat: 33.268853,  Lng: -86.702686),  Route carried "on" structure: County highway 39,  Year Built: 2001,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 840 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTH FORK YELLOWLEAF CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.4 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: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $490,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $539,000 ( Estimate for 2022)

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Structure Number: 19266,  Location: HIDDEN RIDGE SUBDIVISION (Lat: 33.265367,  Lng: -86.696089),  Route carried "on" structure: County highway ,  Year Built: 1999,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 75 (year 2020),  Average Future Daily Traffic: 105 (year 2040),  Design Load: HS 20,  Features Intersected: THOMAS BRANCH,  Facility Carried by Structure: HIDDEN RIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $382,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $420,000 ( Estimate for 2022)

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Structure Number: 19516,  Location: 0.2 MI FROM CR 11 (Lat: 33.297639,  Lng: -86.745625),  Route carried "on" structure: County highway 334,  Year Built: 2005,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 75 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 105 (year 2041),  Design Load: HS 20,  Features Intersected: PEAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $299,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $329,000 ( Estimate for 2022)

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Structure Number: 19877,  Location: 0.15 MI SE EXIT 242 I-65 (Lat: 33.277258,  Lng: -86.797858),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,500 (year 2020),  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20,  Features Intersected: HOGPEN CREEK,  Facility Carried by Structure: MCCAIN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $455,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $501,000 ( Estimate for 2022)

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Structure Number: 19878,  Location: 0.1 MI E OF CR 33 (Lat: 33.291778,  Lng: -86.801411),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,650 (year 2021),  Average Future Daily Traffic: 1,650 (year 2041),  Design Load: HS 20,  Features Intersected: COALES BRANCH,  Facility Carried by Structure: COMMERCE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $347,000 ( Estimate for 2022)

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Structure Number: 19879,  Location: @ JCT W/ COMMERCE DRIVE (Lat: 33.293311,  Lng: -86.800494),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 800 (year 2021),  Average Future Daily Traffic: 800 (year 2041),  Design Load: HS 20,  Features Intersected: COALES BRANCH,  Facility Carried by Structure: COMMERCE CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $347,000 ( Estimate for 2022)

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Structure Number: 1988,  Location: 0.1 MI NW JCT K. CREST LN (Lat: 33.267411,  Lng: -86.776469),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 3,645 (year 2020),  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20,  Features Intersected: PEAVINE CREEK,  Facility Carried by Structure: WEATHERLY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $685,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $754,000 ( Estimate for 2022)

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Structure Number: 19881,  Location: 0.4 MI E JCT CR332/CSX RR (Lat: 33.279028,  Lng: -86.761614),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 620 (year 2020),  Average Future Daily Traffic: 620 (year 2040),  Design Load: HS 20,  Features Intersected: PEAVINE CREEK,  Facility Carried by Structure: WEATHERLY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 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: Superior to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $569,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $626,000 ( Estimate for 2022)

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Structure Number: 19882,  Location: 0.25 MI E OF JCT CR35 (Lat: 33.285747,  Lng: -86.792758),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 175 (year 2021),  Average Future Daily Traffic: 175 (year 2041),  Design Load: HS 20,  Features Intersected: HOGPEN CREEK,  Facility Carried by Structure: BROOKSHIRE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $303,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $333,000 ( Estimate for 2022)

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Structure Number: 19883,  Location: 0.1 MI. E OF CR 33 (Lat: 33.289281,  Lng: -86.804053),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,210 (year 2021),  Average Future Daily Traffic: 1,210 (year 2041),  Design Load: HS 20,  Features Intersected: COALES BRANCH,  Facility Carried by Structure: HIDDEN CREEK PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $526,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $579,000 ( Estimate for 2022)

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Structure Number: 19885,  Location: NE QUADRANT GOLF COURSE (Lat: 33.260414,  Lng: -86.750094),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 862 (year 2021),  Average Future Daily Traffic: 909 (year 2041),  Design Load: HS 20,  Features Intersected: SPILLWAY FOR LAKE,  Facility Carried by Structure: KILKERRAN LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $682,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $750,000 ( Estimate for 2022)

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Structure Number: 19888,  Location: 0.25 MI. W OF JCT US 31 (Lat: 33.275806,  Lng: -86.815444),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 6,010 (year 2020),  Average Future Daily Traffic: 7,457 (year 2040),  Design Load: HS 20,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: STONEHAVEN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.96m (9.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $822,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $904,000 ( Estimate for 2022)

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Structure Number: 19898,  Location: 0.2 MILE FROM CR 11 (Lat: 33.312133,  Lng: -86.725483),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 653 (year 2022),  Average Future Daily Traffic: 1,300 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: SUBDIVISION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.43m (14.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $942,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,036,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12118,  Location: CO RD 52 * I65 (Lat: 33.280100,  Lng: -86.799700),  Route carried "under" structure: Interstate 65,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 83,600 (year 2020),  Truck Traffic: 16%,  Features Intersected: I - 65,  Facility Carried by Structure: CO RD 52
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 389.344,  Lanes on structure: 7,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 12119,  Location: I 65 * CO RD 33 (Lat: 33.309000,  Lng: -86.787200),  Route carried "under" structure: Interstate 65,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 83,600 (year 2020),  Truck Traffic: 16%,  Features Intersected: I 65,  Facility Carried by Structure: CO RD 33
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 392.229,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1212,  Location: I 65 * OAK MT RD (Lat: 33.319061,  Lng: -86.787336),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2022),  Truck Traffic: 14%,  Features Intersected: OAK MOUNTAIN ROAD,  Facility Carried by Structure: I - 65 SOUTH
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 12121,  Location: OAK MT RD * I 65 (Lat: 33.318753,  Lng: -86.786817),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2022),  Truck Traffic: 14%,  Features Intersected: OAK MOUNTIAN ROAD,  Facility Carried by Structure: I - 65 NORTH
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.010,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 12324,  Location: I 65 * AL 119 (Lat: 33.336717,  Lng: -86.779903),  Route carried "under" structure: State highway 119,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 26,170 (year 2020),  Truck Traffic: 7%,  Features Intersected: AL 119*,  Facility Carried by Structure: I 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.615,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)