Bridge Statistics for Stevenson, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 636ft / 194mTotal length
- $63,271,000Total costs
- 117,856Total average daily traffic
- 16,296Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Stevenson
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 31940-1949
- 41950-1959
- 31960-1969
- 21970-1979
- 41980-1989
- 91990-1999
- 12010-2019
- Bridge Condition - Deck
- 4.8%Excellent
- 42.9%Good
- 33.3%Satisfactory
- 19.0%Fair
- Bridge Condition - Superstructure
- 4.8%Excellent
- 47.6%Good
- 28.6%Satisfactory
- 19.0%Fair
- Bridge Condition - Substructure
- 4.8%Excellent
- 38.1%Good
- 52.4%Satisfactory
- 4.8%Fair
- Bridge Condition - Channel
- 4.0%Excellent
- 8.0%Very good
- 40.0%Good
- 32.0%Satisfactory
- 16.0%Fair
- Bridge Condition - Culverts
- 71.4%Good
- 14.3%Satisfactory
- 14.3%Fair
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Structure Number: 793, Location: 1.1 MI E JCT SR 117 (Lat: 34.878392, Lng: -85.821392), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,120 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 1,260 (year 2041), Design Load: H 15, Features Intersected: BENGESS CREEK, Facility Carried by Structure: 2ND ST
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $522,000, Roadway Improvement Cost: $52,000, Total Project Cost: $574,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 793, Location: 1.1 MI E JCT SR 117 (Lat: 34.878392, Lng: -85.821392), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,120 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 1,260 (year 2041), Design Load: H 15, Features Intersected: BENGESS CREEK, Facility Carried by Structure: 2ND ST
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $522,000, Roadway Improvement Cost: $52,000, Total Project Cost: $574,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 794, Location: 035 MI N US 72 (Lat: 34.776814, Lng: -85.899064), Route carried "on" structure: County highway 42, Year Built: 1930, Status: Posted for load, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 330 (year 1989), Truck Traffic: 5%, Average Future Daily Traffic: 490 (year 2039), Design Load: H 10, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Underwater Inspection Date: May 2018, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $431,000, Roadway Improvement Cost: $43,000, Total Project Cost: $474,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 794, Location: 035 MI N US 72 (Lat: 34.776814, Lng: -85.899064), Route carried "on" structure: County highway 42, Year Built: 1930, Status: Posted for load, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 330 (year 1989), Truck Traffic: 5%, Average Future Daily Traffic: 490 (year 2039), Design Load: H 10, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Underwater Inspection Date: May 2018, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $431,000, Roadway Improvement Cost: $43,000, Total Project Cost: $474,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 847, Location: 0.5 MI E JCT SR 117 (Lat: 34.922969, Lng: -85.887675), Route carried "on" structure: County highway 170, Year Built: 1930, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 80 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 103 (year 2039), Design Load: H 15, Features Intersected: TRIB TO CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $388,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 847, Location: 0.5 MI E JCT SR 117 (Lat: 34.922969, Lng: -85.887675), Route carried "on" structure: County highway 170, Year Built: 1930, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 80 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 103 (year 2039), Design Load: H 15, Features Intersected: TRIB TO CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $388,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 91, Location: 0.7 MI N JCT CR 42 (Lat: 34.819178, Lng: -85.931336), Route carried "on" structure: County highway 55, Year Built: 1931, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 104 (year 1989), Truck Traffic: 3%, Average Future Daily Traffic: 128 (year 2039), Design Load: H 10, Features Intersected: Tributary to Mud Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $229,000 ( Estimate for 2022)
Structure Number: 91, Location: 0.7 MI N JCT CR 42 (Lat: 34.819178, Lng: -85.931336), Route carried "on" structure: County highway 55, Year Built: 1931, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 104 (year 1989), Truck Traffic: 3%, Average Future Daily Traffic: 128 (year 2039), Design Load: H 10, Features Intersected: Tributary to Mud Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $229,000 ( Estimate for 2022)
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Structure Number: 995, Location: 1.0 MI W JCT CR 75 (Lat: 34.902686, Lng: -85.823261), Route carried "on" structure: County highway 71, Year Built: 1932, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 78 (year 2039), Design Load: H 10, Features Intersected: WIMBERLY BRANCH, Facility Carried by Structure: CR 158
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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, 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 2021, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $18,000, Total Project Cost: $196,000 ( Estimate for 2022)
Structure Number: 995, Location: 1.0 MI W JCT CR 75 (Lat: 34.902686, Lng: -85.823261), Route carried "on" structure: County highway 71, Year Built: 1932, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 78 (year 2039), Design Load: H 10, Features Intersected: WIMBERLY BRANCH, Facility Carried by Structure: CR 158
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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, 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 2021, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $18,000, Total Project Cost: $196,000 ( Estimate for 2022)
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Structure Number: 2595, Location: 0.8 MI W JCT SR91 * US278 (Lat: 34.174556, Lng: -86.629506), Route carried "on" structure: US 278, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,532 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 11,945 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $580,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2595, Location: 0.8 MI W JCT SR91 * US278 (Lat: 34.174556, Lng: -86.629506), Route carried "on" structure: US 278, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,532 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 11,945 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $580,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3334, Location: 5.9 MI N JCT SR 117* US72 (Lat: 34.913639, Lng: -85.879028), Route carried "on" structure: State highway 117, Year Built: 1948, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 959 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,343 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.996, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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: January 2021, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $326,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3334, Location: 5.9 MI N JCT SR 117* US72 (Lat: 34.913639, Lng: -85.879028), Route carried "on" structure: State highway 117, Year Built: 1948, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 959 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,343 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.996, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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: January 2021, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $326,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3335, Location: 6.4 MI N JCT SR 117* US72 (Lat: 34.916942, Lng: -85.887089), Route carried "on" structure: State highway 117, Year Built: 1948, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 901 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,261 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.820, Lanes on structure: 2, Owner: State 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3335, Location: 6.4 MI N JCT SR 117* US72 (Lat: 34.916942, Lng: -85.887089), Route carried "on" structure: State highway 117, Year Built: 1948, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 901 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,261 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.820, Lanes on structure: 2, Owner: State 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4428, Location: 3 MI N JCT S 001 (Lat: 32.597394, Lng: -85.117933), Route carried "on" structure: County highway 1379, Year Built: 1952, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,808 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,712 (year 2040), Features Intersected: SOAP CREEK, Facility Carried by Structure: Lee Road 379
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $33,000, Total Project Cost: $363,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4428, Location: 3 MI N JCT S 001 (Lat: 32.597394, Lng: -85.117933), Route carried "on" structure: County highway 1379, Year Built: 1952, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,808 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,712 (year 2040), Features Intersected: SOAP CREEK, Facility Carried by Structure: Lee Road 379
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $33,000, Total Project Cost: $363,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6318, Location: 1.1 MI E JCT CR 35 (Lat: 34.874069, Lng: -85.910811), Route carried "on" structure: County highway 53, Year Built: 1958, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 142 (year 1989), Truck Traffic: 2%, Average Future Daily Traffic: 175 (year 2039), Features Intersected: LITTLE COON CREEK(MC)
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $45,000, Total Project Cost: $499,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6318, Location: 1.1 MI E JCT CR 35 (Lat: 34.874069, Lng: -85.910811), Route carried "on" structure: County highway 53, Year Built: 1958, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 142 (year 1989), Truck Traffic: 2%, Average Future Daily Traffic: 175 (year 2039), Features Intersected: LITTLE COON CREEK(MC)
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $45,000, Total Project Cost: $499,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6377, Location: 0.5 MI S OF TENN RIVER (Lat: 34.829444, Lng: -85.794917), Route carried "on" structure: State highway 117, Year Built: 1958, Status: Open, Structure Length: 27.43m (89.99ft), Average Daily Traffic: 3,319 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 4,647 (year 2038), Design Load: H 15, Features Intersected: TENN RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.611, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 30, Length of Maximum Span: 9.1m (29.9ft), 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: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 27.43m (89.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,831,000, Roadway Improvement Cost: $583,000, Total Project Cost: $6,414,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6377, Location: 0.5 MI S OF TENN RIVER (Lat: 34.829444, Lng: -85.794917), Route carried "on" structure: State highway 117, Year Built: 1958, Status: Open, Structure Length: 27.43m (89.99ft), Average Daily Traffic: 3,319 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 4,647 (year 2038), Design Load: H 15, Features Intersected: TENN RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.611, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 30, Length of Maximum Span: 9.1m (29.9ft), 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: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 27.43m (89.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,831,000, Roadway Improvement Cost: $583,000, Total Project Cost: $6,414,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6378, Location: 3 MI S OF STEVENSON (Lat: 34.832308, Lng: -85.799672), Route carried "on" structure: State highway 117, Year Built: 1958, Status: Open, Structure Length: 42.70m (140.09ft), Average Daily Traffic: 3,319 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 4,647 (year 2038), Design Load: HS 15, Features Intersected: TENNESSEE RIVER
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 56.145, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 150.0m (492.1ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 152.4m (500.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 42.70m (140.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $9,076,000, Roadway Improvement Cost: $908,000, Total Project Cost: $9,984,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6378, Location: 3 MI S OF STEVENSON (Lat: 34.832308, Lng: -85.799672), Route carried "on" structure: State highway 117, Year Built: 1958, Status: Open, Structure Length: 42.70m (140.09ft), Average Daily Traffic: 3,319 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 4,647 (year 2038), Design Load: HS 15, Features Intersected: TENNESSEE RIVER
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 56.145, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 150.0m (492.1ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 152.4m (500.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 42.70m (140.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Underwater Inspection Date: August 2021, Bridge Improvement Cost: $9,076,000, Roadway Improvement Cost: $908,000, Total Project Cost: $9,984,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 704, Location: 0.7 MI N CEDARGROVE (Lat: 34.841308, Lng: -85.869842), Route carried "on" structure: County highway 45, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 285 (year 1989), Truck Traffic: 7%, Average Future Daily Traffic: 320 (year 2039), Design Load: H 10, Features Intersected: CROW CREEK RELIEF
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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.5 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: 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: October 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $240,000 ( Estimate for 2022)
Structure Number: 704, Location: 0.7 MI N CEDARGROVE (Lat: 34.841308, Lng: -85.869842), Route carried "on" structure: County highway 45, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 285 (year 1989), Truck Traffic: 7%, Average Future Daily Traffic: 320 (year 2039), Design Load: H 10, Features Intersected: CROW CREEK RELIEF
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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.5 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: 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: October 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $240,000 ( Estimate for 2022)
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Structure Number: 7057, Location: 0.15 MI W JCT SR 117 (Lat: 34.875433, Lng: -85.862381), Route carried "on" structure: County highway 54, Year Built: 1960, Status: Posted for load, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 264 (year 1989), Truck Traffic: 7%, Average Future Daily Traffic: 300 (year 2038), Design Load: H 15, Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% 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: November 2020, Underwater Inspection Date: May 2018, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,419,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7057, Location: 0.15 MI W JCT SR 117 (Lat: 34.875433, Lng: -85.862381), Route carried "on" structure: County highway 54, Year Built: 1960, Status: Posted for load, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 264 (year 1989), Truck Traffic: 7%, Average Future Daily Traffic: 300 (year 2038), Design Load: H 15, Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% 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: November 2020, Underwater Inspection Date: May 2018, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,419,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,561,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9173, Location: 1.45 MI NW JCT CR 45 (Lat: 34.847172, Lng: -85.895300), Route carried "on" structure: County highway 155, Year Built: 1966, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 42 (year 2039), Design Load: H 15, Features Intersected: BRANCH
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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 9173, Location: 1.45 MI NW JCT CR 45 (Lat: 34.847172, Lng: -85.895300), Route carried "on" structure: County highway 155, Year Built: 1966, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 42 (year 2039), Design Load: H 15, Features Intersected: BRANCH
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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $239,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 11686, Location: 100' E US 72 (Lat: 34.872950, Lng: -85.812386), Route carried "on" structure: County highway 85, Year Built: 1976, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 565 (year 1989), Truck Traffic: 15%, Average Future Daily Traffic: 675 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,643,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,807,000 ( Estimate for 2022)
Structure Number: 11686, Location: 100' E US 72 (Lat: 34.872950, Lng: -85.812386), Route carried "on" structure: County highway 85, Year Built: 1976, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 565 (year 1989), Truck Traffic: 15%, Average Future Daily Traffic: 675 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,643,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,807,000 ( Estimate for 2022)
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Structure Number: 11825, Location: 2.4 MI N CEDARGROVE (Lat: 34.859031, Lng: -85.852606), Route carried "on" structure: County highway 45, Year Built: 1977, Status: Posted for load, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 263 (year 1990), Truck Traffic: 4%, Average Future Daily Traffic: 278 (year 2038), Design Load: H 10, Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Underwater Inspection Date: May 2018, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,261,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,387,000 ( Estimate for 2022), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 11825, Location: 2.4 MI N CEDARGROVE (Lat: 34.859031, Lng: -85.852606), Route carried "on" structure: County highway 45, Year Built: 1977, Status: Posted for load, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 263 (year 1990), Truck Traffic: 4%, Average Future Daily Traffic: 278 (year 2038), Design Load: H 10, Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, 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: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Underwater Inspection Date: May 2018, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,261,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,387,000 ( Estimate for 2022), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 13878, Location: 7.0 MI W JCT SR117 * US72 (Lat: 34.766211, Lng: -85.900356), Route carried "on" structure: US 72, Year Built: 1986, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 6,662 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,327 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.93m (35.86ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $3,148,000, Roadway Improvement Cost: $315,000, Total Project Cost: $3,463,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13878, Location: 7.0 MI W JCT SR117 * US72 (Lat: 34.766211, Lng: -85.900356), Route carried "on" structure: US 72, Year Built: 1986, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 6,662 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,327 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.93m (35.86ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $3,148,000, Roadway Improvement Cost: $315,000, Total Project Cost: $3,463,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13879, Location: 7.0 MI W JCT SR117 * US72 (Lat: 34.766125, Lng: -85.900236), Route carried "on" structure: US 72, Year Built: 1986, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 6,662 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,327 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.93m (35.86ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $3,148,000, Roadway Improvement Cost: $315,000, Total Project Cost: $3,463,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13879, Location: 7.0 MI W JCT SR117 * US72 (Lat: 34.766125, Lng: -85.900236), Route carried "on" structure: US 72, Year Built: 1986, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 6,662 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 9,327 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.93m (35.86ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $3,148,000, Roadway Improvement Cost: $315,000, Total Project Cost: $3,463,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14497, Location: 1 MI W JCT US 72 * SR 117 (Lat: 34.840067, Lng: -85.831853), Route carried "on" structure: US 72, Year Built: 1988, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 13,323 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,652 (year 2040), Design Load: HS 20, Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 249.126, 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: 3, Number Of Approach Spans: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.84m (55.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $4,850,000, Roadway Improvement Cost: $485,000, Total Project Cost: $5,335,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14497, Location: 1 MI W JCT US 72 * SR 117 (Lat: 34.840067, Lng: -85.831853), Route carried "on" structure: US 72, Year Built: 1988, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 13,323 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,652 (year 2040), Design Load: HS 20, Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 249.126, 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: 3, Number Of Approach Spans: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.84m (55.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $4,850,000, Roadway Improvement Cost: $485,000, Total Project Cost: $5,335,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14927, Location: 2.65 MI N JCT CR 71 (Lat: 34.935156, Lng: -85.835714), Route carried "on" structure: County highway 71, Year Built: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 45 (year 2039), Design Load: HS 20, Features Intersected: WIMBERLY BRANCH, Facility Carried by Structure: CR 258
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: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2022)
Structure Number: 14927, Location: 2.65 MI N JCT CR 71 (Lat: 34.935156, Lng: -85.835714), Route carried "on" structure: County highway 71, Year Built: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 45 (year 2039), Design Load: HS 20, Features Intersected: WIMBERLY BRANCH, Facility Carried by Structure: CR 258
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: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2022)
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Structure Number: 15229, Location: JCT US 72 * SR 117 (Lat: 34.854500, Lng: -85.823439), Route carried "on" structure: State highway 117, Year Built: 1990, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 3,046 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,264 (year 2039), Design Load: HS 20, Features Intersected: US 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.320, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.87m (32.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,995,000, Roadway Improvement Cost: $400,000, Total Project Cost: $4,395,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15229, Location: JCT US 72 * SR 117 (Lat: 34.854500, Lng: -85.823439), Route carried "on" structure: State highway 117, Year Built: 1990, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 3,046 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,264 (year 2039), Design Load: HS 20, Features Intersected: US 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.320, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.87m (32.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,995,000, Roadway Improvement Cost: $400,000, Total Project Cost: $4,395,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15525, Location: 1 MI W JCT US 72 * SR 117 (Lat: 34.840125, Lng: -85.832039), Route carried "on" structure: US 72, Year Built: 1992, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 13,323 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,652 (year 2040), Design Load: HS 20, Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 249.126, 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: 3, Number Of Approach Spans: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.84m (55.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $4,850,000, Roadway Improvement Cost: $485,000, Total Project Cost: $5,335,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15525, Location: 1 MI W JCT US 72 * SR 117 (Lat: 34.840125, Lng: -85.832039), Route carried "on" structure: US 72, Year Built: 1992, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 13,323 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 18,652 (year 2040), Design Load: HS 20, Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 249.126, 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: 3, Number Of Approach Spans: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.84m (55.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $4,850,000, Roadway Improvement Cost: $485,000, Total Project Cost: $5,335,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16302, Location: 1 MI N STEVENSON (Lat: 34.889625, Lng: -85.814572), Route carried "on" structure: County highway 75, Year Built: 1997, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 520 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 725 (year 2039), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $642,000, Roadway Improvement Cost: $64,000, Total Project Cost: $706,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 16302, Location: 1 MI N STEVENSON (Lat: 34.889625, Lng: -85.814572), Route carried "on" structure: County highway 75, Year Built: 1997, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 520 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 725 (year 2039), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $642,000, Roadway Improvement Cost: $64,000, Total Project Cost: $706,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 17191, Location: 2.5 MI EAST OF SR 117 (Lat: 34.887181, Lng: -85.811342), Route carried "on" structure: US 72, Year Built: 1994, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 6,477 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 9,068 (year 2038), Design Load: HS 20, Features Intersected: CSX R.R.,CO.RD.54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 253.914, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.04m (42.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $4,828,000, Roadway Improvement Cost: $483,000, Total Project Cost: $5,311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17191, Location: 2.5 MI EAST OF SR 117 (Lat: 34.887181, Lng: -85.811342), Route carried "on" structure: US 72, Year Built: 1994, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 6,477 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 9,068 (year 2038), Design Load: HS 20, Features Intersected: CSX R.R.,CO.RD.54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 253.914, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.04m (42.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $4,828,000, Roadway Improvement Cost: $483,000, Total Project Cost: $5,311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17192, Location: 2.5 MI EAST OF SR 117 (Lat: 34.887417, Lng: -85.810972), Route carried "on" structure: US 72, Year Built: 1994, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 6,477 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 9,068 (year 2038), Design Load: HS 20, Features Intersected: CXS R.R.* CO. RD. 54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 253.914, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.04m (42.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $4,828,000, Roadway Improvement Cost: $483,000, Total Project Cost: $5,311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17192, Location: 2.5 MI EAST OF SR 117 (Lat: 34.887417, Lng: -85.810972), Route carried "on" structure: US 72, Year Built: 1994, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 6,477 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 9,068 (year 2038), Design Load: HS 20, Features Intersected: CXS R.R.* CO. RD. 54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 253.914, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.04m (42.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $4,828,000, Roadway Improvement Cost: $483,000, Total Project Cost: $5,311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19817, Location: 1 MILE EAST SR117 (Lat: 34.868500, Lng: -85.814583), Route carried "on" structure: State highway 2, Year Built: 1999, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,953 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 18,134 (year 2038), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 252.506, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,371,000, Roadway Improvement Cost: $237,000, Total Project Cost: $2,608,000 ( Estimate for 2022)
Structure Number: 19817, Location: 1 MILE EAST SR117 (Lat: 34.868500, Lng: -85.814583), Route carried "on" structure: State highway 2, Year Built: 1999, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,953 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 18,134 (year 2038), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 252.506, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $2,371,000, Roadway Improvement Cost: $237,000, Total Project Cost: $2,608,000 ( Estimate for 2022)
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Structure Number: 20803, Location: 1 mi. E of INT of Hwy 72 (Lat: 34.755364, Lng: -85.900553), Route carried "on" structure: County highway 205, Year Built: 2017, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 372 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 553 (year 2038), Design Load: HS 20, Features Intersected: Mud Creek, Facility Carried by Structure: Co Rd 213
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.05m (19.85ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: November 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,244,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,368,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20803, Location: 1 mi. E of INT of Hwy 72 (Lat: 34.755364, Lng: -85.900553), Route carried "on" structure: County highway 205, Year Built: 2017, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 372 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 553 (year 2038), Design Load: HS 20, Features Intersected: Mud Creek, Facility Carried by Structure: Co Rd 213
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.05m (19.85ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: November 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,244,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,368,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15229, Location: JCT US 72 * SR 117 (Lat: 34.854500, Lng: -85.823439), Route carried "under" structure: US 72, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 13,950 (year 2019), Truck Traffic: 21%, Features Intersected: US 72, Facility Carried by Structure: SR 117
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 250.897, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 15229, Location: JCT US 72 * SR 117 (Lat: 34.854500, Lng: -85.823439), Route carried "under" structure: US 72, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 13,950 (year 2019), Truck Traffic: 21%, Features Intersected: US 72, Facility Carried by Structure: SR 117
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 250.897, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 17191, Location: 2.5 MI EAST OF SR 117 (Lat: 34.887181, Lng: -85.811342), Route carried "under" structure: County highway 54, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 4%, Features Intersected: CSX R.R.,CO.RD.54, Facility Carried by Structure: US 72,SR 2
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 17191, Location: 2.5 MI EAST OF SR 117 (Lat: 34.887181, Lng: -85.811342), Route carried "under" structure: County highway 54, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 4%, Features Intersected: CSX R.R.,CO.RD.54, Facility Carried by Structure: US 72,SR 2
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 17192, Location: 2.5 MI EAST OF SR 117 (Lat: 34.887417, Lng: -85.810972), Route carried "under" structure: County highway 54, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 4%, Features Intersected: CXS R.R.* CO. RD. 54, Facility Carried by Structure: US 72 SR 2
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.3m (138.8ft)
Structure Number: 17192, Location: 2.5 MI EAST OF SR 117 (Lat: 34.887417, Lng: -85.810972), Route carried "under" structure: County highway 54, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 4%, Features Intersected: CXS R.R.* CO. RD. 54, Facility Carried by Structure: US 72 SR 2
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.3m (138.8ft)