Bridge Statistics for South Cleveland, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 89ft / 27.4mTotal length
- $5,090,000Total costs
- 37,795Total average daily traffic
- 3,280Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for South Cleveland
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21940-1949
- 21950-1959
- 11960-1969
- 21970-1979
- 71980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- Bridge Condition - Deck
- 33.3%Good
- 16.7%Satisfactory
- 50.0%Poor
- Bridge Condition - Superstructure
- 33.3%Good
- 33.3%Fair
- 33.3%Poor
- Bridge Condition - Substructure
- 33.3%Good
- 16.7%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 50.0%Good
- 43.8%Satisfactory
- 6.3%Fair
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Structure Number: 6022590003, Location: 2MI WEST OF SR60 (Lat: 35.087750, Lng: -84.920933), Route carried "on" structure: County highway 3, Year Built: 1983, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 750 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2041), Design Load: HS 20, Features Intersected: BLUE SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.008, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 6022590003, Location: 2MI WEST OF SR60 (Lat: 35.087750, Lng: -84.920933), Route carried "on" structure: County highway 3, Year Built: 1983, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 750 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2041), Design Load: HS 20, Features Intersected: BLUE SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.008, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 6022590005, Location: 2MI WEST OF SR60 (Lat: 35.084733, Lng: -84.922333), Route carried "on" structure: County highway 3, Year Built: 1940, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 750 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2041), Features Intersected: BLACK FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.648, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $32,000, Total Project Cost: $470,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6022590005, Location: 2MI WEST OF SR60 (Lat: 35.084733, Lng: -84.922333), Route carried "on" structure: County highway 3, Year Built: 1940, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 750 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2041), Features Intersected: BLACK FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.648, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $32,000, Total Project Cost: $470,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6022660003, Location: .5MI EAST OF SR60 (Lat: 35.023733, Lng: -84.898750), Route carried "on" structure: County highway 2266, Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 73 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 117 (year 2041), Design Load: HS 20, Features Intersected: JERRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6022660003, Location: .5MI EAST OF SR60 (Lat: 35.023733, Lng: -84.898750), Route carried "on" structure: County highway 2266, Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 73 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 117 (year 2041), Design Load: HS 20, Features Intersected: JERRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6022660005, Location: .3MI EAST OF SR60 (Lat: 35.025817, Lng: -84.903933), Route carried "on" structure: County highway 2266, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 73 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 192 (year 2039), Design Load: HS 20, Features Intersected: JERRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.930, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6022660005, Location: .3MI EAST OF SR60 (Lat: 35.025817, Lng: -84.903933), Route carried "on" structure: County highway 2266, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 73 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 192 (year 2039), Design Load: HS 20, Features Intersected: JERRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.930, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6022700001, Location: .5MI SOUTHEAST OF US64 (Lat: 35.108133, Lng: -84.953200), Route carried "on" structure: County highway 7, Year Built: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 590 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 944 (year 2041), Design Load: HS 20, Features Intersected: CANDIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.881, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6022700001, Location: .5MI SOUTHEAST OF US64 (Lat: 35.108133, Lng: -84.953200), Route carried "on" structure: County highway 7, Year Built: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 590 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 944 (year 2041), Design Load: HS 20, Features Intersected: CANDIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.881, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6022700003, Location: 1MI SOUTHEAST OF US64 (Lat: 35.112567, Lng: -84.935267), Route carried "on" structure: County highway 7, Year Built: 1981, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,504 (year 2041), Design Load: HS 20, Features Intersected: BLACK FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.637, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 6022700003, Location: 1MI SOUTHEAST OF US64 (Lat: 35.112567, Lng: -84.935267), Route carried "on" structure: County highway 7, Year Built: 1981, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,504 (year 2041), Design Load: HS 20, Features Intersected: BLACK FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.637, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 60A0260001, Location: 2MI SOUTHEAST OF US11 (Lat: 35.098683, Lng: -84.936817), Route carried "on" structure: County highway 947, Year Built: 1940, Year Reconstructed: 1965, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,504 (year 2041), Features Intersected: BLACK FOX CREEK, Facility Carried by Structure: NFA A026
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.909, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 6.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $12,000, Total Project Cost: $167,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60A0260001, Location: 2MI SOUTHEAST OF US11 (Lat: 35.098683, Lng: -84.936817), Route carried "on" structure: County highway 947, Year Built: 1940, Year Reconstructed: 1965, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,504 (year 2041), Features Intersected: BLACK FOX CREEK, Facility Carried by Structure: NFA A026
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.909, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 6.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $12,000, Total Project Cost: $167,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60A0480001, Location: .5MI SOUTHEAST OF I75 (Lat: 35.128433, Lng: -84.987933), Route carried "on" structure: County highway 48, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: BRYMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.501, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60A0480001, Location: .5MI SOUTHEAST OF I75 (Lat: 35.128433, Lng: -84.987933), Route carried "on" structure: County highway 48, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: BRYMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.501, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60A0620001, Location: 1MI SOUTHEAST OF I75 (Lat: 35.130117, Lng: -84.977650), Route carried "on" structure: County highway 62, Year Built: 1965, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 140 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 224 (year 2041), Features Intersected: BRYMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 14.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $40,000, Total Project Cost: $595,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60A0620001, Location: 1MI SOUTHEAST OF I75 (Lat: 35.130117, Lng: -84.977650), Route carried "on" structure: County highway 62, Year Built: 1965, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 140 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 224 (year 2041), Features Intersected: BRYMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 14.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $40,000, Total Project Cost: $595,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60A0630001, Location: 1.5 MI SOUTH OF SR40 (Lat: 35.123983, Lng: -84.933017), Route carried "on" structure: County highway 63, Year Built: 1984, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,504 (year 2042), Design Load: HS 20, Features Intersected: CANDIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.373, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60A0630001, Location: 1.5 MI SOUTH OF SR40 (Lat: 35.123983, Lng: -84.933017), Route carried "on" structure: County highway 63, Year Built: 1984, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,504 (year 2042), Design Load: HS 20, Features Intersected: CANDIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.373, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60B2570001, Location: 2MI SOUTH OF SR40 (Lat: 35.103167, Lng: -84.940033), Route carried "on" structure: County highway 257, Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 590 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 944 (year 2041), Design Load: HS 20, Features Intersected: BLACK FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60B2570001, Location: 2MI SOUTH OF SR40 (Lat: 35.103167, Lng: -84.940033), Route carried "on" structure: County highway 257, Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 590 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 944 (year 2041), Design Load: HS 20, Features Intersected: BLACK FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60B2820001, Location: 1MI SOUTH OF US11 (Lat: 35.095367, Lng: -84.962733), Route carried "on" structure: County highway 112, Year Built: 2010, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 590 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 928 (year 2039), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: NFA B282
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.377, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60B2820001, Location: 1MI SOUTH OF US11 (Lat: 35.095367, Lng: -84.962733), Route carried "on" structure: County highway 112, Year Built: 2010, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 590 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 928 (year 2039), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: NFA B282
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.377, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6S43320001, Location: 2MI SOUTH OF SR40 (Lat: 35.087717, Lng: -84.908850), Route carried "on" structure: County highway 1181, Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 661 (year 2041), Design Load: H 15, Features Intersected: BLUE SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.449, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 6S43320001, Location: 2MI SOUTH OF SR40 (Lat: 35.087717, Lng: -84.908850), Route carried "on" structure: County highway 1181, Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 661 (year 2041), Design Load: H 15, Features Intersected: BLUE SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.449, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 6S43320003, Location: 2.5 MI SOUTH OF SR40 (Lat: 35.090833, Lng: -84.909583), Route carried "on" structure: County highway 1181, Year Built: 1985, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 661 (year 2041), Design Load: HS 20, Features Intersected: BLUE SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 6S43320003, Location: 2.5 MI SOUTH OF SR40 (Lat: 35.090833, Lng: -84.909583), Route carried "on" structure: County highway 1181, Year Built: 1985, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 661 (year 2041), Design Load: HS 20, Features Intersected: BLUE SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 6S44210001, Location: .3MI SOUTH OF I75 (Lat: 35.128700, Lng: -84.991050), Route carried "on" structure: County highway 2261, Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,004 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,606 (year 2041), Design Load: H 15, Features Intersected: BRYMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, 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: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 6S44210001, Location: .3MI SOUTH OF I75 (Lat: 35.128700, Lng: -84.991050), Route carried "on" structure: County highway 2261, Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,004 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,606 (year 2041), Design Load: H 15, Features Intersected: BRYMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, 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: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 6SR0020001, Location: 3.8 MI.SW.OF CLEVELAND (Lat: 35.122300, Lng: -84.950017), Route carried "on" structure: US 11, Year Built: 1925, Year Reconstructed: 1957, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,009 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,214 (year 2042), Design Load: H 15, Features Intersected: BRYMER CREEK, Facility Carried by Structure: FAP 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $51,000, Total Project Cost: $752,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6SR0020001, Location: 3.8 MI.SW.OF CLEVELAND (Lat: 35.122300, Lng: -84.950017), Route carried "on" structure: US 11, Year Built: 1925, Year Reconstructed: 1957, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,009 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,214 (year 2042), Design Load: H 15, Features Intersected: BRYMER CREEK, Facility Carried by Structure: FAP 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $51,000, Total Project Cost: $752,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6SR0404023, Location: 1.6 MI.WEST OF CLEVELAND (Lat: 35.140017, Lng: -84.914850), Route carried "on" structure: Bypass US 64, Year Built: 1972, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 21,590 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 34,544 (year 2041), Design Load: HS 20, Features Intersected: VARNELL RD. (NFA A872), Facility Carried by Structure: FAP 311
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,070,000, Roadway Improvement Cost: $208,000, Total Project Cost: $3,106,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6SR0404023, Location: 1.6 MI.WEST OF CLEVELAND (Lat: 35.140017, Lng: -84.914850), Route carried "on" structure: Bypass US 64, Year Built: 1972, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 21,590 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 34,544 (year 2041), Design Load: HS 20, Features Intersected: VARNELL RD. (NFA A872), Facility Carried by Structure: FAP 311
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,070,000, Roadway Improvement Cost: $208,000, Total Project Cost: $3,106,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6SR0404023, Location: I MI FROM US 11 (Lat: 35.139783, Lng: -84.915200), Route carried "under" structure: County highway 872, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 940 (year 2019), Truck Traffic: 5%, Features Intersected: SR 311 / NFA A872, Facility Carried by Structure: FAP 311
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 2.346, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 6SR0404023, Location: I MI FROM US 11 (Lat: 35.139783, Lng: -84.915200), Route carried "under" structure: County highway 872, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 940 (year 2019), Truck Traffic: 5%, Features Intersected: SR 311 / NFA A872, Facility Carried by Structure: FAP 311
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 2.346, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft)