Bridge Statistics for Elkmont, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 184ft / 56.3mTotal length
- $14,816,000Total costs
- 15,847Total average daily traffic
- 1,305Total average daily truck traffic
- 21,549Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Elkmont
- No street view available for this location
- New bridges - historical statistics
- 61940-1949
- 31950-1959
- 21970-1979
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 28.6%Good
- 28.6%Satisfactory
- 28.6%Fair
- 14.3%Serious
- Bridge Condition - Superstructure
- 14.3%Good
- 57.1%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 14.3%Good
- 71.4%Satisfactory
- 14.3%Serious
- Bridge Condition - Channel
- 42.9%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 28.6%Very good
- 57.1%Good
- 14.3%Satisfactory
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Structure Number: 2411, Location: SEC5 T1S R4W (Lat: 34.985700, Lng: -86.968733), Route carried "on" structure: County highway 73, Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 150 (year 2034), Features Intersected: CAVE BR, Facility Carried by Structure: SPENCE CAVE 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2411, Location: SEC5 T1S R4W (Lat: 34.985700, Lng: -86.968733), Route carried "on" structure: County highway 73, Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 150 (year 2034), Features Intersected: CAVE BR, Facility Carried by Structure: SPENCE CAVE 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2451, Location: 6.6 M S AL & TN ST LINE (Lat: 34.910000, Lng: -86.988333), Route carried "on" structure: State highway 127, Year Built: 1940, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,970 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,442 (year 2033), Design Load: H 15, Features Intersected: SULPHUR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $44,000, Total Project Cost: $486,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2451, Location: 6.6 M S AL & TN ST LINE (Lat: 34.910000, Lng: -86.988333), Route carried "on" structure: State highway 127, Year Built: 1940, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,970 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,442 (year 2033), Design Load: H 15, Features Intersected: SULPHUR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $44,000, Total Project Cost: $486,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2606, Location: SEC22 T1S R4W (Lat: 34.936358, Lng: -86.936528), Route carried "on" structure: County highway 120, Year Built: 1941, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 675 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,003 (year 2034), Design Load: H 15, Features Intersected: MUDDY CREEK, Facility Carried by Structure: UPPER FT. HAMPTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $326,000 ( Estimate for 2022)
Structure Number: 2606, Location: SEC22 T1S R4W (Lat: 34.936358, Lng: -86.936528), Route carried "on" structure: County highway 120, Year Built: 1941, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 675 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,003 (year 2034), Design Load: H 15, Features Intersected: MUDDY CREEK, Facility Carried by Structure: UPPER FT. HAMPTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $326,000 ( Estimate for 2022)
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Structure Number: 2845, Location: SEC23 T1S R5W (Lat: 34.941256, Lng: -87.028464), Route carried "on" structure: County highway 53, Year Built: 1945, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 200 (year 2034), Features Intersected: TURKEY CR, Facility Carried by Structure: TURKEY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: April 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $15,000, Total Project Cost: $169,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2845, Location: SEC23 T1S R5W (Lat: 34.941256, Lng: -87.028464), Route carried "on" structure: County highway 53, Year Built: 1945, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 200 (year 2034), Features Intersected: TURKEY CR, Facility Carried by Structure: TURKEY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: April 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $15,000, Total Project Cost: $169,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3495, Location: 2 MI S AL & TN ST LINE (Lat: 34.966953, Lng: -87.017353), Route carried "on" structure: State highway 127, Year Built: 1949, Status: Open, Structure Length: 32.90m (107.94ft), Average Daily Traffic: 1,850 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,144 (year 2033), Design Load: H 20, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.584, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 21, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 32.90m (107.94ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $6,993,000, Roadway Improvement Cost: $699,000, Total Project Cost: $7,692,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3495, Location: 2 MI S AL & TN ST LINE (Lat: 34.966953, Lng: -87.017353), Route carried "on" structure: State highway 127, Year Built: 1949, Status: Open, Structure Length: 32.90m (107.94ft), Average Daily Traffic: 1,850 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,144 (year 2033), Design Load: H 20, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.584, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 21, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 32.90m (107.94ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $6,993,000, Roadway Improvement Cost: $699,000, Total Project Cost: $7,692,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3496, Location: 1.7 M S AL & TN ST LINE (Lat: 34.971667, Lng: -87.021667), Route carried "on" structure: State highway 127, Year Built: 1949, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 1,850 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,144 (year 2033), Design Load: H 20, Features Intersected: ELK RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,187,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,406,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3496, Location: 1.7 M S AL & TN ST LINE (Lat: 34.971667, Lng: -87.021667), Route carried "on" structure: State highway 127, Year Built: 1949, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 1,850 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,144 (year 2033), Design Load: H 20, Features Intersected: ELK RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,187,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,406,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4642, Location: SEC35 T1S R5W (Lat: 34.908289, Lng: -87.030358), Route carried "on" structure: County highway 65, Year Built: 1953, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 920 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,370 (year 2034), Design Load: H 15, Features Intersected: SULPHUR CR, Facility Carried by Structure: EASTER FERRY 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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $631,000, Roadway Improvement Cost: $63,000, Total Project Cost: $694,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4642, Location: SEC35 T1S R5W (Lat: 34.908289, Lng: -87.030358), Route carried "on" structure: County highway 65, Year Built: 1953, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 920 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,370 (year 2034), Design Load: H 15, Features Intersected: SULPHUR CR, Facility Carried by Structure: EASTER FERRY 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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $631,000, Roadway Improvement Cost: $63,000, Total Project Cost: $694,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4889, Location: SEC18 T1S R4W (Lat: 34.969514, Lng: -86.964258), Route carried "on" structure: County highway 49, Year Built: 1954, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 120 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 220 (year 2031), Design Load: H 15, Features Intersected: ROBINSON CR, Facility Carried by Structure: ROBINSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $191,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4889, Location: SEC18 T1S R4W (Lat: 34.969514, Lng: -86.964258), Route carried "on" structure: County highway 49, Year Built: 1954, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 120 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 220 (year 2031), Design Load: H 15, Features Intersected: ROBINSON CR, Facility Carried by Structure: ROBINSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $191,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 489, Location: SEC17 T1S R4W (Lat: 34.953319, Lng: -86.974483), Route carried "on" structure: County highway 49, Year Built: 1954, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 490 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2034), Design Load: H 15, Features Intersected: MILL CR, Facility Carried by Structure: VETO RD
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), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022)
Structure Number: 489, Location: SEC17 T1S R4W (Lat: 34.953319, Lng: -86.974483), Route carried "on" structure: County highway 49, Year Built: 1954, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 490 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2034), Design Load: H 15, Features Intersected: MILL CR, Facility Carried by Structure: VETO RD
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), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022)
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Structure Number: 11689, Location: SEC27 T1S R4W (Lat: 34.920494, Lng: -86.935864), Route carried "on" structure: County highway 100, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,900 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 4,300 (year 2030), Design Load: H 20, Features Intersected: MUDDY CR, Facility Carried by Structure: SANDLIN RD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $388,000 ( Estimate for 2022)
Structure Number: 11689, Location: SEC27 T1S R4W (Lat: 34.920494, Lng: -86.935864), Route carried "on" structure: County highway 100, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,900 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 4,300 (year 2030), Design Load: H 20, Features Intersected: MUDDY CR, Facility Carried by Structure: SANDLIN RD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $388,000 ( Estimate for 2022)
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Structure Number: 15616, Location: SEC1 T2S R5W (Lat: 34.893572, Lng: -87.009386), Route carried "on" structure: County highway 35, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2034), Features Intersected: WITTY BR, Facility Carried by Structure: WITTY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15616, Location: SEC1 T2S R5W (Lat: 34.893572, Lng: -87.009386), Route carried "on" structure: County highway 35, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2034), Features Intersected: WITTY BR, Facility Carried by Structure: WITTY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18076, Location: EAST OF HAYS MILL ROAD (Lat: 34.920356, Lng: -86.931400), Route carried "on" structure: County highway 100, Year Built: 1976, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,200 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 4,750 (year 2030), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SANDLIN ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.1 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $475,000, Roadway Improvement Cost: $48,000, Total Project Cost: $523,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18076, Location: EAST OF HAYS MILL ROAD (Lat: 34.920356, Lng: -86.931400), Route carried "on" structure: County highway 100, Year Built: 1976, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,200 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 4,750 (year 2030), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SANDLIN ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.1 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $475,000, Roadway Improvement Cost: $48,000, Total Project Cost: $523,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18717, Location: SEC34 T1S R4W (Lat: 34.905975, Lng: -86.940572), Route carried "on" structure: County highway 98, Year Built: 2003, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 442 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 660 (year 2028), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: NEW GARDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $596,000, Roadway Improvement Cost: $60,000, Total Project Cost: $656,000 ( Estimate for 2022)
Structure Number: 18717, Location: SEC34 T1S R4W (Lat: 34.905975, Lng: -86.940572), Route carried "on" structure: County highway 98, Year Built: 2003, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 442 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 660 (year 2028), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: NEW GARDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $596,000, Roadway Improvement Cost: $60,000, Total Project Cost: $656,000 ( Estimate for 2022)
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Structure Number: 21471, Location: Sec.17, T2S, R4W (Lat: 34.973883, Lng: -86.994192), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 31 (year 2040), Design Load: HS 20, Features Intersected: BRANCH INTO MILL CREEK, Facility Carried by Structure: REDUS HOLLOW RD.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $25,000, Total Project Cost: $278,000 ( Estimate for 2022)
Structure Number: 21471, Location: Sec.17, T2S, R4W (Lat: 34.973883, Lng: -86.994192), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 31 (year 2040), Design Load: HS 20, Features Intersected: BRANCH INTO MILL CREEK, Facility Carried by Structure: REDUS HOLLOW RD.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $253,000, Roadway Improvement Cost: $25,000, Total Project Cost: $278,000 ( Estimate for 2022)