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


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 400ft / 122mTotal length
  • $47,765,000Total costs
  • 140,499Total average daily traffic
  • 24,458Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Kimberly
  • No street view available for this location

New bridges in Kimberly, AL - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 11920-1929
  • 61950-1959
  • 11970-1979
  • 81980-1989
  • 21990-1999
  • 12000-2009
Average Bridge Daily Traffic in Kimberly, AL
Average Bridge Truck Traffic in Kimberly, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 9.1%Very good
  • 9.1%Good
  • 45.5%Satisfactory
  • 36.4%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 9.1%Good
  • 81.8%Satisfactory
  • 9.1%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 81.8%Satisfactory
  • 18.2%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 10.0%Good
  • 80.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Good
  • 80.0%Satisfactory
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Structure Number: 6149,  Location: US 31 * L*N RR (Lat: 33.769444,  Lng: -86.812778),  Route carried "on" structure: US 31,  Year Built: 1958,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 4,640 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,960 (year 2041),  Design Load: HS 20,  Features Intersected: L*N RR(ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 471.699,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  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: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $986,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 615,  Location: US 31 * L*N RR (Lat: 33.768333,  Lng: -86.813333),  Route carried "on" structure: US 31,  Year Built: 1958,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 4,640 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,960 (year 2041),  Design Load: HS 20,  Features Intersected: L*N RR(ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 471.699,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  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: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $986,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6151,  Location: US 31 @ KIMBERLY (Lat: 33.771667,  Lng: -86.813056),  Route carried "on" structure: US 31,  Year Built: 1958,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 4,640 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,960 (year 2041),  Design Load: HS 20,  Features Intersected: PROPOSED CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 471.913,  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: 11.0m (36.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $943,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,037,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6152,  Location: US 31 @ KIMBERLY (Lat: 33.771667,  Lng: -86.813056),  Route carried "on" structure: US 31,  Year Built: 1958,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 4,640 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,960 (year 2041),  Design Load: HS 20,  Features Intersected: PROPROSED CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 471.913,  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: 11.0m (36.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $943,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,037,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6547,  Location: 4 MI S BLOUNT CO LN (Lat: 33.781300,  Lng: -86.819900),  Route carried "on" structure: US 31,  Year Built: 1959,  Status: Open,  Structure Length: 22.46m (73.69ft),  Average Daily Traffic: 4,315 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,543 (year 2041),  Design Load: HS 20,  Features Intersected: LOCUST FK WARRIOR RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 473.205,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.46m (73.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $5,082,000,  Roadway Improvement Cost: $508,000,  Total Project Cost: $5,590,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13075,  Location: 2.25 MILES NE OF MAJESTIC (Lat: 33.769247,  Lng: -86.740264),  Route carried "on" structure: County highway 137,  Year Built: 1983,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 276 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 320 (year 2039),  Design Load: HS 20,  Features Intersected: SELF CREEK,  Facility Carried by Structure: BRASHER ROAD
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),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,052,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,157,000 ( Estimate for 2022)
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Structure Number: 13532,  Location: I65 * SARDIS RD (Lat: 33.759072,  Lng: -86.830428),  Route carried "on" structure: Interstate 65,  Year Built: 1985,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 25,220 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 31,952 (year 2040),  Design Load: HS 20,  Features Intersected: SARDIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 447.430,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.33m (20.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,518,000,  Roadway Improvement Cost: $252,000,  Total Project Cost: $2,770,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13533,  Location: I 65 * SARDIS ROAD (Lat: 33.759047,  Lng: -86.830172),  Route carried "on" structure: Interstate 65,  Year Built: 1985,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 25,220 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 31,952 (year 2040),  Design Load: HS 20,  Features Intersected: SARDIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 447.430,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.33m (20.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,431,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $2,674,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13534,  Location: I 65 * LOCUST FK (Lat: 33.769075,  Lng: -86.829681),  Route carried "on" structure: Interstate 65,  Year Built: 1985,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 23.06m (75.66ft),  Average Daily Traffic: 25,220 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 31,952 (year 2041),  Design Load: HS 20,  Features Intersected: LOCUST FK WARRIOR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 448.502,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.06m (75.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $9,172,000,  Roadway Improvement Cost: $917,000,  Total Project Cost: $10,089,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13535,  Location: I65 * LOCUST FK (Lat: 33.769019,  Lng: -86.829458),  Route carried "on" structure: Interstate 65,  Year Built: 1985,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 23.06m (75.66ft),  Average Daily Traffic: 25,220 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 31,952 (year 2041),  Design Load: HS 20,  Features Intersected: LOCUST FK WARRIOR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 448.502,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.06m (75.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $9,172,000,  Roadway Improvement Cost: $917,000,  Total Project Cost: $10,089,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1428,  Location: SELF CREEK RD @ SELF CREK (Lat: 33.784067,  Lng: -86.751414),  Route carried "on" structure: County highway 152,  Year Built: 1987,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 255 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 350 (year 2040),  Design Load: HS 20,  Features Intersected: SELF CREEK,  Facility Carried by Structure: SELF CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 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: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $758,000 ( Estimate for 2022)
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Structure Number: 15277,  Location: 0.75 MILE W OF CROSSTON (Lat: 33.729350,  Lng: -86.739950),  Route carried "on" structure: County highway 656,  Year Built: 1991,  Status: Open,  Structure Length: 3.94m (12.93ft),  Average Daily Traffic: 3,820 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,255 (year 2041),  Design Load: HS 20,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: MAJESTIC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.89m (16.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,107,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,218,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15798,  Location: 1/2 MI NE HWY 31 N (Lat: 33.777489,  Lng: -86.809039),  Route carried "on" structure: County highway 636,  Year Built: 1970,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,625 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,137 (year 2038),  Design Load: H 15,  Features Intersected: LICK CREEK,  Facility Carried by Structure: OLD WARRIOR-KIMBER
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: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,681,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $1,849,000 ( Estimate for 2022)
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Structure Number: 16677,  Location: 2.25 MI NW NEWCASTLE RD (Lat: 33.748650,  Lng: -86.760250),  Route carried "on" structure: County highway 638,  Year Built: 1950,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 4,173 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,600 (year 2041),  Design Load: HS 20,  Features Intersected: TURKEY CREEK TRIBUTARY,  Facility Carried by Structure: MORRIS-MAJESTIC RD
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),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 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: Better than present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $637,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $701,000 ( Estimate for 2022)
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Structure Number: 16792,  Location: 1.1MI NW NEJ PARK (Lat: 33.757706,  Lng: -86.724483),  Route carried "on" structure: County highway 685,  Year Built: 1996,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 110 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: SELF CREEK TRIBUTARY,  Facility Carried by Structure: BRASHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.759,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  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: 0.0m,  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 60.4 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.32m (4.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $274,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $301,000 ( Estimate for 2022)
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Structure Number: 17148,  Location: 4 MI.S BLOUNT CO. LN. (Lat: 33.781783,  Lng: -86.820006),  Route carried "on" structure: US 31,  Year Built: 2002,  Status: Open,  Structure Length: 20.59m (67.55ft),  Average Daily Traffic: 4,315 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,543 (year 2040),  Design Load: HS 20,  Features Intersected: LOCUST FK WARRIOR RIVER,  Facility Carried by Structure: AL - 3 NORTH
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 473.221,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.59m (67.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,930,000,  Roadway Improvement Cost: $593,000,  Total Project Cost: $6,523,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 123,  Location: EAST OF SELF CREEK (Lat: 33.785000,  Lng: -86.750000),  Route carried "under" structure: County highway 152,  Year Built: 1919,  Structure Length: 0. m,  Average Daily Traffic: 207 (year 1981),  Truck Traffic: 1%,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: L*N RAILROAD
Minimum Vertical Clearance: 3.51m (11.52ft),  Kilometerpoint: 0.010,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 169,  Location: 0.5 MILE NE OF MAJESTIC (Lat: 33.758333,  Lng: -86.753333),  Route carried "under" structure: County highway 664,  Year Built: 1920,  Structure Length: 0. m,  Average Daily Traffic: 63 (year 1981),  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: L*N RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 13532,  Location: I65 * SARDIS RD (Lat: 33.759072,  Lng: -86.830428),  Route carried "under" structure: County highway ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 2000),  Truck Traffic: 20%,  Features Intersected: SARDIS RD,  Facility Carried by Structure: I - 65 SOUTH
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 13533,  Location: I 65 * SARDIS ROAD (Lat: 33.759047,  Lng: -86.830172),  Route carried "under" structure: County highway ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 2002),  Truck Traffic: 20%,  Features Intersected: SARDIS ROAD,  Facility Carried by Structure: I - 65 NORTH
Minimum Vertical Clearance: 17.07m (56.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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