Bridge Statistics for Clayton, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 220ft / 67.4mTotal length
- $20,659,000Total costs
- 89,712Total average daily traffic
- 18,075Total average daily truck traffic
- 125,002Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Clayton
- No street view available for this location
- New bridges - historical statistics
- 91950-1959
- 41960-1969
- 61990-1999
- 12000-2009
- Bridge Condition - Deck
- 10.0%Very good
- 50.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 20.0%Poor
- Bridge Condition - Superstructure
- 30.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 20.0%Very good
- 60.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 50.0%Good
- 27.8%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 10.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 40.0%Fair
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Structure Number: 4381, Location: 0.3 MI NE OF AL 51 (Lat: 31.901492, Lng: -85.461919), Route carried "on" structure: County highway 49, Year Built: 1952, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 343 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 510 (year 2038), Design Load: H 15, Features Intersected: BRANCH NO NAME
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), 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: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $34,000, Total Project Cost: $378,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4381, Location: 0.3 MI NE OF AL 51 (Lat: 31.901492, Lng: -85.461919), Route carried "on" structure: County highway 49, Year Built: 1952, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 343 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 510 (year 2038), Design Load: H 15, Features Intersected: BRANCH NO NAME
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), 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: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $34,000, Total Project Cost: $378,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4694, Location: 2.3 MI. NORTH OF CLAYTON (Lat: 31.883550, Lng: -85.497467), Route carried "on" structure: State highway 239, Year Built: 1953, Year Reconstructed: 1992, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 990 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 1,363 (year 2033), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.034, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: June 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $554,000 ( Estimate for 2022)
Structure Number: 4694, Location: 2.3 MI. NORTH OF CLAYTON (Lat: 31.883550, Lng: -85.497467), Route carried "on" structure: State highway 239, Year Built: 1953, Year Reconstructed: 1992, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 990 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 1,363 (year 2033), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.034, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: June 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $554,000 ( Estimate for 2022)
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Structure Number: 6315, Location: 3.2 MI S OF AL 30 (Lat: 31.822386, Lng: -85.442814), Route carried "on" structure: County highway 53, Year Built: 1958, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 85 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2037), Design Load: HS 15, Features Intersected: U.T. LINDSEY CREEK
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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 minimum criteria, Length Of Structure Improvement: 1.99m (6.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $480,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6315, Location: 3.2 MI S OF AL 30 (Lat: 31.822386, Lng: -85.442814), Route carried "on" structure: County highway 53, Year Built: 1958, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 85 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2037), Design Load: HS 15, Features Intersected: U.T. LINDSEY CREEK
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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 minimum criteria, Length Of Structure Improvement: 1.99m (6.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $480,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6469, Location: 1.8 MI S JCT US 84 (Lat: 31.397647, Lng: -87.024778), Route carried "on" structure: Interstate 65, Year Built: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 26,152 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 39,228 (year 2039), Design Load: HS 20, Features Intersected: CADIZ BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.577, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2021, Bridge Improvement Cost: $1,314,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,445,000 ( Estimate for 2022)
Structure Number: 6469, Location: 1.8 MI S JCT US 84 (Lat: 31.397647, Lng: -87.024778), Route carried "on" structure: Interstate 65, Year Built: 1959, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 26,152 (year 2019), Truck Traffic: 28%, Average Future Daily Traffic: 39,228 (year 2039), Design Load: HS 20, Features Intersected: CADIZ BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.577, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2021, Bridge Improvement Cost: $1,314,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,445,000 ( Estimate for 2022)
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Structure Number: 6498, Location: 1 MI N JCT LONG ST (Lat: 32.631000, Lng: -85.373722), Route carried "on" structure: Interstate 85, Year Built: 1959, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 23,680 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 31,209 (year 2033), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.472, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.17m (20.24ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $1,270,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,397,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6498, Location: 1 MI N JCT LONG ST (Lat: 32.631000, Lng: -85.373722), Route carried "on" structure: Interstate 85, Year Built: 1959, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 23,680 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 31,209 (year 2033), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.472, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.17m (20.24ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $1,270,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,397,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6499, Location: JCT SR 51 * I-85 (Lat: 32.631778, Lng: -85.372556), Route carried "on" structure: Interstate 85, Year Built: 1959, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 23,680 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 31,209 (year 2033), Design Load: HS 20, Features Intersected: SR 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.632, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $1,335,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,469,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6499, Location: JCT SR 51 * I-85 (Lat: 32.631778, Lng: -85.372556), Route carried "on" structure: Interstate 85, Year Built: 1959, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 23,680 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 31,209 (year 2033), Design Load: HS 20, Features Intersected: SR 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.632, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $1,335,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,469,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6514, Location: 4 MI NW OF HARTFORD (Lat: 31.124153, Lng: -85.761289), Route carried "on" structure: County highway 36, Year Built: 1959, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 185 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2042), Design Load: H 15, Features Intersected: BARNES CREEK BRANCH
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $36,000, Total Project Cost: $395,000 ( Estimate for 2022)
Structure Number: 6514, Location: 4 MI NW OF HARTFORD (Lat: 31.124153, Lng: -85.761289), Route carried "on" structure: County highway 36, Year Built: 1959, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 185 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2042), Design Load: H 15, Features Intersected: BARNES CREEK BRANCH
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $36,000, Total Project Cost: $395,000 ( Estimate for 2022)
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Structure Number: 6549, Location: 3.2 MI E SR 89 (Lat: 32.079425, Lng: -86.983625), Route carried "on" structure: County highway 4, Year Built: 1960, Status: Posted for load, Structure Length: 13.21m (43.34ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2042), Design Load: H 15, Features Intersected: CEDAR CREEK
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), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 14.03m (46.03ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $2,212,000, Roadway Improvement Cost: $221,000, Total Project Cost: $2,433,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6549, Location: 3.2 MI E SR 89 (Lat: 32.079425, Lng: -86.983625), Route carried "on" structure: County highway 4, Year Built: 1960, Status: Posted for load, Structure Length: 13.21m (43.34ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2042), Design Load: H 15, Features Intersected: CEDAR CREEK
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), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 14.03m (46.03ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $2,212,000, Roadway Improvement Cost: $221,000, Total Project Cost: $2,433,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6583, Location: 0.1 MI W AZALEA RD (Lat: 30.626622, Lng: -88.136228), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 9,824 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 14,638 (year 2042), Design Load: H 15, Features Intersected: MONTLIMAR/MOORE'S CREEK, Facility Carried by Structure: HALLS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,221,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,343,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 6583, Location: 0.1 MI W AZALEA RD (Lat: 30.626622, Lng: -88.136228), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 9,824 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 14,638 (year 2042), Design Load: H 15, Features Intersected: MONTLIMAR/MOORE'S CREEK, Facility Carried by Structure: HALLS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.56m (18.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,221,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,343,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 6584, Location: 3 MI N.W OWASSA (Lat: 31.510817, Lng: -86.949372), Route carried "on" structure: County highway 19, Year Built: 1959, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 130 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 225 (year 2035), Design Load: HS 20, Features Intersected: TOMLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), 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: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $34,000, Total Project Cost: $370,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6584, Location: 3 MI N.W OWASSA (Lat: 31.510817, Lng: -86.949372), Route carried "on" structure: County highway 19, Year Built: 1959, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 130 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 225 (year 2035), Design Load: HS 20, Features Intersected: TOMLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), 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: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $34,000, Total Project Cost: $370,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6996, Location: 1.9 MI EAST OF CO 55 (Lat: 31.888553, Lng: -85.409342), Route carried "on" structure: County highway 28, Year Built: 1960, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 265 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 394 (year 2038), Design Load: H 15, Features Intersected: U.T. BARBOUR CREEK, Facility Carried by Structure: COUNTY SHOP 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $45,000, Total Project Cost: $499,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6996, Location: 1.9 MI EAST OF CO 55 (Lat: 31.888553, Lng: -85.409342), Route carried "on" structure: County highway 28, Year Built: 1960, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 265 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 394 (year 2038), Design Load: H 15, Features Intersected: U.T. BARBOUR CREEK, Facility Carried by Structure: COUNTY SHOP 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $45,000, Total Project Cost: $499,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7686, Location: 0.5 MI E OF CO 53 (Lat: 31.831644, Lng: -85.428469), Route carried "on" structure: County highway 24, Year Built: 1966, Status: Closed, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 15, Features Intersected: LINDSEY CREEK, Facility Carried by Structure: BOWDEN 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: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2019, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $859,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7686, Location: 0.5 MI E OF CO 53 (Lat: 31.831644, Lng: -85.428469), Route carried "on" structure: County highway 24, Year Built: 1966, Status: Closed, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 15, Features Intersected: LINDSEY CREEK, Facility Carried by Structure: BOWDEN 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: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2019, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $859,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9692, Location: 1.0 MI W OF CO 37 (Lat: 31.875472, Lng: -85.544278), Route carried "on" structure: County highway 31, Year Built: 1968, Status: Posted for load, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2037), Design Load: H 15, Features Intersected: STINKING CREEK
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: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.4 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Underwater Inspection Date: October 2018, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,647,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,812,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9692, Location: 1.0 MI W OF CO 37 (Lat: 31.875472, Lng: -85.544278), Route carried "on" structure: County highway 31, Year Built: 1968, Status: Posted for load, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2037), Design Load: H 15, Features Intersected: STINKING CREEK
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: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.4 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Underwater Inspection Date: October 2018, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,647,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,812,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15171, Location: 4.1 MI EAST OF CO 55 (Lat: 31.902625, Lng: -85.375750), Route carried "on" structure: County highway 28, Year Built: 1990, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 278 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 414 (year 2038), Design Load: HS 20, Features Intersected: BRANCH NO NAME
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $432,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15171, Location: 4.1 MI EAST OF CO 55 (Lat: 31.902625, Lng: -85.375750), Route carried "on" structure: County highway 28, Year Built: 1990, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 278 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 414 (year 2038), Design Load: HS 20, Features Intersected: BRANCH NO NAME
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $432,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15332, Location: 0.2 MI W OF COUNTY 49 (Lat: 31.909167, Lng: -85.464997), Route carried "on" structure: County highway 1117, Year Built: 1991, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 35 (year 2037), Design Load: HS 20, Features Intersected: BRANCH NO NAME, Facility Carried by Structure: GULLEDGE MILL 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: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $40,000, Total Project Cost: $437,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15332, Location: 0.2 MI W OF COUNTY 49 (Lat: 31.909167, Lng: -85.464997), Route carried "on" structure: County highway 1117, Year Built: 1991, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 35 (year 2037), Design Load: HS 20, Features Intersected: BRANCH NO NAME, Facility Carried by Structure: GULLEDGE MILL 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: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $40,000, Total Project Cost: $437,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 15555, Location: 0.5 MI. N. SR 239 (Lat: 31.877806, Lng: -85.459769), Route carried "on" structure: State highway 51, Year Built: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,160 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,587 (year 2033), Design Load: HS 20, Features Intersected: NIX MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,472,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,619,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15555, Location: 0.5 MI. N. SR 239 (Lat: 31.877806, Lng: -85.459769), Route carried "on" structure: State highway 51, Year Built: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,160 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,587 (year 2033), Design Load: HS 20, Features Intersected: NIX MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,472,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,619,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15571, Location: 1 MI. N. OF BELLS XRDS (Lat: 31.896756, Lng: -85.541717), Route carried "on" structure: State highway 239, Year Built: 1992, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 750 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,032 (year 2033), Design Load: HS 20, Features Intersected: STINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.677, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $771,000, Roadway Improvement Cost: $77,000, Total Project Cost: $848,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15571, Location: 1 MI. N. OF BELLS XRDS (Lat: 31.896756, Lng: -85.541717), Route carried "on" structure: State highway 239, Year Built: 1992, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 750 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,032 (year 2033), Design Load: HS 20, Features Intersected: STINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.677, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $771,000, Roadway Improvement Cost: $77,000, Total Project Cost: $848,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15727, Location: 0.7 MI. N. SR 51 (Lat: 31.882767, Lng: -85.472083), Route carried "on" structure: State highway 239, Year Built: 1993, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,510 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 2,078 (year 2033), Design Load: HS 20, Features Intersected: PEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,507,000, Roadway Improvement Cost: $151,000, Total Project Cost: $1,658,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15727, Location: 0.7 MI. N. SR 51 (Lat: 31.882767, Lng: -85.472083), Route carried "on" structure: State highway 239, Year Built: 1993, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,510 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 2,078 (year 2033), Design Load: HS 20, Features Intersected: PEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,507,000, Roadway Improvement Cost: $151,000, Total Project Cost: $1,658,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16114, Location: 1.5 MI NW OF AL HWY 51 (Lat: 31.856361, Lng: -85.523217), Route carried "on" structure: County highway 37, Year Built: 1994, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 110 (year 2037), Design Load: HS 20, Features Intersected: PEA CREEK, Facility Carried by Structure: ROBERTSON MILL 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: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: October 2022, Bridge Improvement Cost: $1,720,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,892,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 16114, Location: 1.5 MI NW OF AL HWY 51 (Lat: 31.856361, Lng: -85.523217), Route carried "on" structure: County highway 37, Year Built: 1994, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 110 (year 2037), Design Load: HS 20, Features Intersected: PEA CREEK, Facility Carried by Structure: ROBERTSON MILL 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: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: October 2022, Bridge Improvement Cost: $1,720,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,892,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1958, Location: 0.2 MI NORTH AL HWY 239?? (Lat: 31.904650, Lng: -85.547211), Route carried "on" structure: County highway 1098, Year Built: 2006, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 40 (year 2036), Design Load: H 15, Features Intersected: STINKING CREEK, Facility Carried by Structure: MCCALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.33m (4.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $308,000, Roadway Improvement Cost: $31,000, Total Project Cost: $339,000 ( Estimate for 2022)
Structure Number: 1958, Location: 0.2 MI NORTH AL HWY 239?? (Lat: 31.904650, Lng: -85.547211), Route carried "on" structure: County highway 1098, Year Built: 2006, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 40 (year 2036), Design Load: H 15, Features Intersected: STINKING CREEK, Facility Carried by Structure: MCCALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.33m (4.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $308,000, Roadway Improvement Cost: $31,000, Total Project Cost: $339,000 ( Estimate for 2022)