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

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Structure Number: 9554,  Location: .8 MI S AL 22 (Lat: 32.826361,  Lng: -86.653194),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,400 (year 2041),  Design Load: HS 20,  Features Intersected: POLY CREEK,  Facility Carried by Structure: HINKLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  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: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $387,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $426,000 ( Estimate for 2022)

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Structure Number: 9621,  Location: 1 MI WEST BURBANK (Lat: 31.209631,  Lng: -88.404564),  Route carried "on" structure: County highway 8,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 160 (year 1992),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2041),  Design Load: HS 20,  Features Intersected: GUM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $322,000 ( Estimate for 2022)

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Structure Number: 9712,  Location: 0.1 M E JCT SR 36 & I 65 (Lat: 34.449106,  Lng: -86.900025),  Route carried "on" structure: State highway 36,  Year Built: 1968,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 11,780 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,260 (year 2033),  Design Load: H 20,  Features Intersected: SHOALS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.803,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: 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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,662,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $1,828,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9715,  Location: 1.6 MI E JCT 80 MI (Lat: 32.455506,  Lng: -85.009947),  Route carried "on" structure: US 280,  Year Built: 1968,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 16,690 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,350 (year 2033),  Design Load: HS 20,  Features Intersected: US 431
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.206,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.55m (28.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,931,000,  Roadway Improvement Cost: $293,000,  Total Project Cost: $3,224,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9718,  Location: 2.9 MI E JCT CO 64 (Lat: 30.563303,  Lng: -87.893997),  Route carried "on" structure: US 98,  Year Built: 1968,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 30,936 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,404 (year 2040),  Design Load: HS 20,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.090,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $3,555,000,  Roadway Improvement Cost: $356,000,  Total Project Cost: $3,911,000 ( Estimate for 2022)

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Structure Number: 9802,  Location: 0.2 MI E CO RD 59 (Lat: 30.376839,  Lng: -88.158858),  Route carried "on" structure: State highway 188,  Year Built: 1968,  Status: Open,  Structure Length: 18.44m (60.50ft),  Average Daily Traffic: 3,166 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,749 (year 2039),  Design Load: HS 20,  Features Intersected: WEST FOWL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.084,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 19.10m (62.66ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $4,321,000,  Roadway Improvement Cost: $432,000,  Total Project Cost: $4,753,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9803,  Location: 1 MILE S OF CROSSTON (Lat: 33.715517,  Lng: -86.738700),  Route carried "on" structure: County highway 224,  Year Built: 1968,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 1,488 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,050 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH CREEK,  Facility Carried by Structure: NEW CASTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 62.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.96m (6.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $509,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $560,000 ( Estimate for 2022)

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Structure Number: 10894,  Location: 1 MI SE REFUGE CHURCH (Lat: 32.871350,  Lng: -86.545806),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 125 (year 1985),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2029),  Design Load: H 15,  Features Intersected: HOG CREEK,  Facility Carried by Structure: CO RD 459
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 18.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: > 39.9% below),  Length Of Structure Improvement: 2.04m (6.69ft),  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: $350,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $385,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11137,  Location: 1MI NO REFUGE CHURCH (Lat: 32.894128,  Lng: -86.567006),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Closed,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 130 (year 1985),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2033),  Design Load: H 15,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: CO RD 251
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Deck Geometry: Somewhat better than minimum adequacy,  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: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2018,  Other Special Inspection Date: November 2018,  Bridge Improvement Cost: $847,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $932,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11182,  Location: 0.2MI N US 31 (Lat: 32.834689,  Lng: -86.627753),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 7,200 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,240 (year 2041),  Design Load: H 15,  Features Intersected: STREAM,  Facility Carried by Structure: 6TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $1,059,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,165,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12144,  Location: 0.4 MI E US 31 (Lat: 32.849739,  Lng: -86.627439),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,760 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,000 (year 2041),  Design Load: H 15,  Features Intersected: STREAM,  Facility Carried by Structure: OLLIE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 62.8 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 replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $182,000 ( Estimate for 2022)

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Structure Number: 12349,  Location: 0.3 MI W OF US 31 (Lat: 32.851500,  Lng: -86.639167),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,500 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,765 (year 2041),  Design Load: H 15,  Features Intersected: STREAM,  Facility Carried by Structure: TOWN AVE * 16TH A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present 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: March 2021,  Bridge Improvement Cost: $298,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $328,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13183,  Location: CR89 0.5 NW WALNUT CRK CH (Lat: 32.859978,  Lng: -86.599592),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 200 (year 1983),  Truck Traffic: 1%,  Average Future Daily Traffic: 275 (year 2029),  Design Load: H 20,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: CR89 GENE WYATT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.1 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,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $565,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $622,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 14169,  Location: CR251 .1 M NE BRIDGE# 63 (Lat: 32.896308,  Lng: -86.563253),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 130 (year 1985),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2029),  Features Intersected: ROCKEY CREEK,  Facility Carried by Structure: CO RD 251
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: 13.4m (44.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 20.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.02m (6.63ft),  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: $221,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $243,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 1417,  Location: CR7 .75 M SW BETHEL CH (Lat: 32.758850,  Lng: -86.595719),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 200 (year 1985),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2029),  Design Load: H 15,  Features Intersected: SOUTH PRONG CREEK,  Facility Carried by Structure: CR7 GRADY FRIDAYRD
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: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $563,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14783,  Location: 1.9 MI N JCT SR 145 (Lat: 32.912233,  Lng: -86.640400),  Route carried "on" structure: Interstate 65,  Year Built: 1989,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 19,900 (year 2013),  Truck Traffic: 23%,  Average Future Daily Traffic: 25,212 (year 2033),  Design Load: HS 20,  Features Intersected: YELLOW LEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 344.041,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.45m (31.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,721,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $2,993,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1506,  Location: 1.9 MI N JCT SR 145 (Lat: 32.912017,  Lng: -86.640533),  Route carried "on" structure: Interstate 65,  Year Built: 1990,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 19,900 (year 2013),  Truck Traffic: 23%,  Average Future Daily Traffic: 25,212 (year 2033),  Design Load: HS 20,  Features Intersected: YELLOW LEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 344.041,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.45m (31.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,721,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $2,993,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15064,  Location: CR76 1 ME MORNING STAR CH (Lat: 32.808244,  Lng: -86.677989),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 420 (year 1989),  Truck Traffic: 1%,  Average Future Daily Traffic: 620 (year 2029),  Design Load: HS 20,  Features Intersected: OTHO BRANCH,  Facility Carried by Structure: CR76 MORNINGSTARRD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 13.2m (43.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $563,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16506,  Location: CR18W 1 MI NE HIGHLAND CH (Lat: 32.815022,  Lng: -86.666106),  Route carried "on" structure: County highway ,  Year Built: 1971,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 200 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2029),  Features Intersected: BRANCH OF POLY CRK,  Facility Carried by Structure: CR18W HAROLD CULP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Toll: Toll bridge is a segment,  Owner: County 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: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $734,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $807,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16507,  Location: CR7 .2 M SW MAPLES SPR CH (Lat: 32.790603,  Lng: -86.600344),  Route carried "on" structure: County highway ,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 100 (year 1999),  Average Future Daily Traffic: 300 (year 2029),  Features Intersected: CR 7 BR OF CHESTNUT CRK,  Facility Carried by Structure: CR7 HUMPBACK ROAD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.010,  Lanes on structure: 2,  Toll: Toll bridge is a segment,  Owner: County 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),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Channel: Excellent,  Culverts: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $310,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $341,000 ( Estimate for 2022)

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Structure Number: 16508,  Location: CR75 1.2 M N HIGHLAND CH (Lat: 32.808247,  Lng: -86.677978),  Route carried "on" structure: County highway ,  Year Built: 1979,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 100 (year 1999),  Average Future Daily Traffic: 150 (year 2029),  Features Intersected: POLEY CREEK,  Facility Carried by Structure: CR75 WILLIE HAMILT
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.010,  Lanes on structure: 2,  Toll: Toll bridge is a segment,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $563,000 ( Estimate for 2022)

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Structure Number: 16854,  Location: CR47 1MI NE MAPLE SPRINGS (Lat: 32.801986,  Lng: -86.596531),  Route carried "on" structure: County highway ,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 400 (year 1996),  Truck Traffic: 7%,  Average Future Daily Traffic: 710 (year 2029),  Design Load: HS 20,  Features Intersected: CHESTNUT CREEK,  Facility Carried by Structure: CR47 MAPLE SPRG 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,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $733,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $806,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 16855,  Location: CR431 .5MI SW HWY 31 *I65 (Lat: 32.799147,  Lng: -86.581942),  Route carried "on" structure: County highway ,  Year Built: 1981,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 400 (year 1996),  Truck Traffic: 7%,  Average Future Daily Traffic: 399 (year 2030),  Design Load: HS 20,  Features Intersected: CO RD 431 CHESTNUT CRK,  Facility Carried by Structure: CR431 BH WELLS 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,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $733,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $806,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 17296,  Location: CR15 .5 M SE ISABELLA SCH (Lat: 32.824358,  Lng: -86.779053),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 940 (year 1997),  Average Future Daily Traffic: 1,400 (year 2030),  Design Load: HS 20,  Features Intersected: BENSON CREEK,  Facility Carried by Structure: COUNTY ROAD 15
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,148,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,263,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 17472,  Location: 0.6 MI E OF HWY 31 (Lat: 32.859208,  Lng: -86.630511),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,000 (year 2041),  Design Load: HS 20,  Features Intersected: BLACK SNAKE CREEK,  Facility Carried by Structure: FRIENDSHIP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $281,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $309,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 17521,  Location: CR7 1 MI NW MAPLE SPR.CH. (Lat: 32.802514,  Lng: -86.605153),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,200 (year 1999),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,580 (year 2030),  Design Load: HS 20,  Features Intersected: BR. OF CHESTNUT CREEK,  Facility Carried by Structure: CR7 HUMPBACK RD.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $815,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $897,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 17851,  Location: WEST SIDE OF CLANTON (Lat: 32.831556,  Lng: -86.638278),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,400 (year 2041),  Design Load: HS 20,  Features Intersected: POLEY CREEK,  Facility Carried by Structure: OLD SAMARIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $458,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $504,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18011,  Location: CR500 .5 MNW VERBENA CEM (Lat: 32.759914,  Lng: -86.530756),  Route carried "on" structure: County highway ,  Year Built: 1978,  Year Reconstructed: 2000,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 100 (year 2000),  Average Future Daily Traffic: 150 (year 2030),  Features Intersected: SOUTH PRONG CREEK,  Facility Carried by Structure: CR 500
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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 27.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.54m (8.33ft),  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: $366,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $403,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber,  Deck Protection: Other

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Structure Number: 18177,  Location: CR456 1 MI N/W REFUGE CH (Lat: 32.890383,  Lng: -86.579208),  Route carried "on" structure: County highway ,  Year Built: 1955,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 100 (year 2001),  Average Future Daily Traffic: 125 (year 2030),  Design Load: HS 20,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: CR456
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: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $279,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $307,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 18567,  Location: CR77 1 MI NW BELL LANE CH (Lat: 32.899800,  Lng: -86.642711),  Route carried "on" structure: County highway 77,  Year Built: 1964,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 430 (year 1900),  Truck Traffic: 2%,  Average Future Daily Traffic: 640 (year 2028),  Design Load: HS 20,  Features Intersected: YELLOW LEAF CRK.
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,370,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $1,507,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18571,  Location: 0.5 MI S JCT CO RD 51 (Lat: 32.931283,  Lng: -86.615067),  Route carried "on" structure: State highway 145,  Year Built: 2015,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 3,040 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,739 (year 2036),  Design Load: HL 93,  Features Intersected: YELLOW LEAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.182,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 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: 25.8m (84.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.64m (28.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,725,000,  Roadway Improvement Cost: $273,000,  Total Project Cost: $2,998,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18764,  Location: CR43 1.5MI.SE OFCOLLINSCH (Lat: 32.919667,  Lng: -86.641858),  Route carried "on" structure: County highway 43,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 450 (year 2004),  Average Future Daily Traffic: 490 (year 2028),  Design Load: HS 20,  Features Intersected: YELLOW LEAF CREEK
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 78.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.34m (27.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,601,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $1,761,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18767,  Location: CR97 1MI SW PROVIDENCE CH (Lat: 32.832911,  Lng: -86.535558),  Route carried "on" structure: County highway 97,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,200 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,240 (year 2028),  Design Load: HS 20,  Features Intersected: CARGYLE CREEK
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $940,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,034,000 ( Estimate for 2022)

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Structure Number: 1887,  Location: CR83 2MNW OF CLANTON (Lat: 32.846317,  Lng: -86.667297),  Route carried "on" structure: County highway 83,  Year Built: 1969,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 319 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 475 (year 2029),  Design Load: HS 20,  Features Intersected: GOOSE POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $322,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $354,000 ( Estimate for 2022)

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Structure Number: 19284,  Location: CR49 0.5M S CITY LIMITS (Lat: 32.800367,  Lng: -86.622444),  Route carried "on" structure: County highway 49,  Year Built: 1951,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,740 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,340 (year 2033),  Features Intersected: CR 49
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $343,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $377,000 ( Estimate for 2022)

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Structure Number: 19897,  Location: CR530 2.5 MI NE OF MIDWAY (Lat: 32.737875,  Lng: -86.451272),  Route carried "on" structure: County highway 530,  Year Built: 2007,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 125 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 350 (year 2028),  Design Load: HS 20,  Features Intersected: MOUNTAIN CREEK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: October 2021,  Bridge Improvement Cost: $363,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $399,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 20134,  Location: CR723 .2 MI. W AL HWY 31 (Lat: 32.713931,  Lng: -86.485361),  Route carried "on" structure: County highway 755,  Year Built: 1925,  Status: Posted for load,  Structure Length: 7.18m (23.56ft),  Average Daily Traffic: 11 (year 2017),  Average Future Daily Traffic: 16 (year 2037),  Design Load: H 15,  Features Intersected: CSX RR,  Facility Carried by Structure: COUNTY ROAD 723
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable 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: 8.21m (26.94ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $1,126,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,239,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20139,  Location: 0.5 MI S AL 22 (Lat: 32.834250,  Lng: -86.632250),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 14,000 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,600 (year 2041),  Design Load: HS 20,  Features Intersected: POLEY CREEK,  Facility Carried by Structure: ENTERPRISE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $974,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,071,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20166,  Location: CR199 2.1 M. N. of CR607 (Lat: 32.996828,  Lng: -86.533908),  Route carried "on" structure: County highway 199,  Year Built: 2009,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 153 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 183 (year 2036),  Design Load: HS 20,  Features Intersected: Sawmill Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 6.1m (20.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $389,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $428,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels