Bridge Statistics for Iron City, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 128ft / 38.8mTotal length
- $1,569,000Total costs
- 7,620Total average daily traffic
- 302Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Iron City
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 51950-1959
- 61960-1969
- 11970-1979
- 21980-1989
- 41990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 25.0%Good
- 37.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 37.5%Good
- 50.0%Fair
- Bridge Condition - Substructure
- 62.5%Good
- 37.5%Fair
- Bridge Condition - Channel
- 10.5%Very good
- 52.6%Good
- 31.6%Satisfactory
- 5.3%Fair
- Bridge Condition - Culverts
- 8.3%Very good
- 66.7%Good
- 8.3%Satisfactory
- 16.7%Fair
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Structure Number: 50017610001, Location: 1.6 M. SW. IRON CITY. (Lat: 35.004400, Lng: -87.607117), Route carried "on" structure: County highway 1761, Year Built: 1942, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 96 (year 2042), Design Load: H 15, Features Intersected: TENNESSEE SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $15,000, Total Project Cost: $217,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50017610001, Location: 1.6 M. SW. IRON CITY. (Lat: 35.004400, Lng: -87.607117), Route carried "on" structure: County highway 1761, Year Built: 1942, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 96 (year 2042), Design Load: H 15, Features Intersected: TENNESSEE SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $15,000, Total Project Cost: $217,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 500A4420001, Location: 3 M. SW. ST. JOSEPH (Lat: 35.008267, Lng: -87.554500), Route carried "on" structure: County highway 442, Year Built: 1993, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 180 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 288 (year 2041), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.591, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500A4420001, Location: 3 M. SW. ST. JOSEPH (Lat: 35.008267, Lng: -87.554500), Route carried "on" structure: County highway 442, Year Built: 1993, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 180 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 288 (year 2041), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.591, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, 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: May 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: 500A5020001, Location: 4 M. NW. ST. JOSEPH (Lat: 35.063450, Lng: -87.575400), Route carried "on" structure: County highway 502, Year Built: 1970, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2041), Design Load: HS 20, Features Intersected: BREWER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 71.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 500A5020001, Location: 4 M. NW. ST. JOSEPH (Lat: 35.063450, Lng: -87.575400), Route carried "on" structure: County highway 502, Year Built: 1970, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2041), Design Load: HS 20, Features Intersected: BREWER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 71.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 500A5890001, Location: S. POPULAR ST-IRON CITY (Lat: 35.020100, Lng: -87.583283), Route carried "on" structure: City street 589, Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2041), Design Load: H 20, Features Intersected: BUCK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 500A5890001, Location: S. POPULAR ST-IRON CITY (Lat: 35.020100, Lng: -87.583283), Route carried "on" structure: City street 589, Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2041), Design Load: H 20, Features Intersected: BUCK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 500A6200001, Location: 4 M. NW. ST. JOSEPH (Lat: 35.061083, Lng: -87.572100), Route carried "on" structure: County highway 620, Year Built: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.636, 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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500A6200001, Location: 4 M. NW. ST. JOSEPH (Lat: 35.061083, Lng: -87.572100), Route carried "on" structure: County highway 620, Year Built: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.636, 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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 500A6200003, Location: 3 M N OF IRON CITY (Lat: 35.061733, Lng: -87.574333), Route carried "on" structure: County highway 620, Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2041), Design Load: HS 20, Features Intersected: BREWER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 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: Good, Culverts: Good, Operating Rating: 89.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 500A6200003, Location: 3 M N OF IRON CITY (Lat: 35.061733, Lng: -87.574333), Route carried "on" structure: County highway 620, Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2041), Design Load: HS 20, Features Intersected: BREWER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 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: Good, Culverts: Good, Operating Rating: 89.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 500A9000001, Location: 0.25M.S.SR227-IRON CITY (Lat: 35.019933, Lng: -87.581583), Route carried "on" structure: City street 900, Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 110 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 176 (year 2041), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, 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: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.9 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $6,000, Total Project Cost: $89,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 500A9000001, Location: 0.25M.S.SR227-IRON CITY (Lat: 35.019933, Lng: -87.581583), Route carried "on" structure: City street 900, Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 110 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 176 (year 2041), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, 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: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.9 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $6,000, Total Project Cost: $89,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 500A9560001, Location: 2.5 M. N. IRON CITY. (Lat: 35.066050, Lng: -87.576750), Route carried "on" structure: County highway 956, Year Built: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 32 (year 2041), Design Load: HS 20, Features Intersected: BREWER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500A9560001, Location: 2.5 M. N. IRON CITY. (Lat: 35.066050, Lng: -87.576750), Route carried "on" structure: County highway 956, Year Built: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 32 (year 2041), Design Load: HS 20, Features Intersected: BREWER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 50S61970003, Location: BETWEEN IRON CITY&ST.JOE. (Lat: 35.024467, Lng: -87.573267), Route carried "on" structure: State highway 227, Year Built: 1954, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,415 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,264 (year 2041), Design Load: HS 20, Features Intersected: PINHOOK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, 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: Satisfactory, Operating Rating: 68.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 50S61970003, Location: BETWEEN IRON CITY&ST.JOE. (Lat: 35.024467, Lng: -87.573267), Route carried "on" structure: State highway 227, Year Built: 1954, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,415 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,264 (year 2041), Design Load: HS 20, Features Intersected: PINHOOK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, 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: Satisfactory, Operating Rating: 68.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 50S61970005, Location: BETWEEN IRON CITY&ST.JOE. (Lat: 35.029600, Lng: -87.562250), Route carried "on" structure: State highway 227, Year Built: 1954, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,415 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,264 (year 2041), Design Load: HS 20, Features Intersected: PINHOOK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.731, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 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: Good, Culverts: Good, Operating Rating: 35.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 50S61970005, Location: BETWEEN IRON CITY&ST.JOE. (Lat: 35.029600, Lng: -87.562250), Route carried "on" structure: State highway 227, Year Built: 1954, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,415 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,264 (year 2041), Design Load: HS 20, Features Intersected: PINHOOK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.731, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 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: Good, Culverts: Good, Operating Rating: 35.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 50S62030001, Location: .16 MI.NORTH OF IRON CITY (Lat: 35.031900, Lng: -87.580917), Route carried "on" structure: State highway 242, Year Built: 1962, Status: Posted for load, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 376 (year 2041), Design Load: H 15, Features Intersected: HOLLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $148,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50S62030001, Location: .16 MI.NORTH OF IRON CITY (Lat: 35.031900, Lng: -87.580917), Route carried "on" structure: State highway 242, Year Built: 1962, Status: Posted for load, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 376 (year 2041), Design Load: H 15, Features Intersected: HOLLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $148,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50S62030003, Location: 2.3 M NW OF WAYNE CO LN (Lat: 35.060967, Lng: -87.572833), Route carried "on" structure: State highway 242, Year Built: 1956, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 376 (year 2041), Design Load: HS 20, Features Intersected: BREWER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.637, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 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: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50S62030003, Location: 2.3 M NW OF WAYNE CO LN (Lat: 35.060967, Lng: -87.572833), Route carried "on" structure: State highway 242, Year Built: 1956, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 376 (year 2041), Design Load: HS 20, Features Intersected: BREWER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.637, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 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: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50S62030005, Location: 2.4 M NW OF WAYNE CO LINE (Lat: 35.085017, Lng: -87.580650), Route carried "on" structure: State highway 242, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 376 (year 2041), Design Load: HS 20, Features Intersected: BREWER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.486, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 50S62030005, Location: 2.4 M NW OF WAYNE CO LINE (Lat: 35.085017, Lng: -87.580650), Route carried "on" structure: State highway 242, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 376 (year 2041), Design Load: HS 20, Features Intersected: BREWER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.486, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 91017650001, Location: 4.9 MI W JCT SR13&SR227 (Lat: 35.036000, Lng: -87.585533), Route carried "on" structure: County highway 1765, Year Built: 1960, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 349 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 558 (year 2042), Design Load: H 15, Features Intersected: HOLLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $10,000, Total Project Cost: $146,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 91017650001, Location: 4.9 MI W JCT SR13&SR227 (Lat: 35.036000, Lng: -87.585533), Route carried "on" structure: County highway 1765, Year Built: 1960, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 349 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 558 (year 2042), Design Load: H 15, Features Intersected: HOLLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $10,000, Total Project Cost: $146,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 91017650003, Location: 4.4 MI NE JCT SR13&SR227 (Lat: 35.058217, Lng: -87.601067), Route carried "on" structure: County highway 1765, Year Built: 1960, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 349 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 558 (year 2042), Design Load: H 15, Features Intersected: HOLLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $6,000, Total Project Cost: $89,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 91017650003, Location: 4.4 MI NE JCT SR13&SR227 (Lat: 35.058217, Lng: -87.601067), Route carried "on" structure: County highway 1765, Year Built: 1960, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 349 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 558 (year 2042), Design Load: H 15, Features Intersected: HOLLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $6,000, Total Project Cost: $89,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 910A2920001, Location: 2.5 MI E JCT SR13&SR227 (Lat: 35.042800, Lng: -87.635317), Route carried "on" structure: County highway 292, Year Built: 1983, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: STULTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.071, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $7,000, Total Project Cost: $100,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 910A2920001, Location: 2.5 MI E JCT SR13&SR227 (Lat: 35.042800, Lng: -87.635317), Route carried "on" structure: County highway 292, Year Built: 1983, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: STULTS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.071, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $7,000, Total Project Cost: $100,000 ( Estimate for 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: 910A2920007, Location: 2.6 MI E JCT SR13&SR227 (Lat: 35.048517, Lng: -87.634567), Route carried "on" structure: County highway 292, Year Built: 1991, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 87.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $5,000, Total Project Cost: $67,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 910A2920007, Location: 2.6 MI E JCT SR13&SR227 (Lat: 35.048517, Lng: -87.634567), Route carried "on" structure: County highway 292, Year Built: 1991, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: MILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 87.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $5,000, Total Project Cost: $67,000 ( Estimate for 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: 910A3030001, Location: 3.5 MI NW JCT SR227&SR242 (Lat: 35.056967, Lng: -87.602850), Route carried "on" structure: County highway 303, Year Built: 2019, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 130 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 208 (year 2041), Design Load: HS 20, Features Intersected: HOLLY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, 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: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $26,000, Total Project Cost: $376,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 910A3030001, Location: 3.5 MI NW JCT SR227&SR242 (Lat: 35.056967, Lng: -87.602850), Route carried "on" structure: County highway 303, Year Built: 2019, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 130 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 208 (year 2041), Design Load: HS 20, Features Intersected: HOLLY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, 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: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $26,000, Total Project Cost: $376,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 910A3060003, Location: 2.7 MI E JCT SR13&SR227 (Lat: 35.048267, Lng: -87.631483), Route carried "on" structure: County highway 306, Year Built: 2007, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 80 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 128 (year 2041), Design Load: HS 20, Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.335, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.5 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 910A3060003, Location: 2.7 MI E JCT SR13&SR227 (Lat: 35.048267, Lng: -87.631483), Route carried "on" structure: County highway 306, Year Built: 2007, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 80 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 128 (year 2041), Design Load: HS 20, Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.335, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.5 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 91S61970001, Location: 2 MI.EAST OF SR013 (Lat: 35.026950, Lng: -87.631717), Route carried "on" structure: State highway 227, Year Built: 1960, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 832 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,456 (year 2040), Design Load: H 15, Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $23,000, Total Project Cost: $337,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 91S61970001, Location: 2 MI.EAST OF SR013 (Lat: 35.026950, Lng: -87.631717), Route carried "on" structure: State highway 227, Year Built: 1960, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 832 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,456 (year 2040), Design Load: H 15, Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $23,000, Total Project Cost: $337,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 50S61970007, Location: 3.3 M WEST OF SR 6 (Lat: 35.030633, Lng: -87.557050), Route carried "under" structure: State highway 227, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 1,415 (year 2020), Truck Traffic: 4%, Features Intersected: CSX RR / SR 227, Facility Carried by Structure: CSX RR 350798C
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 5.246, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 50S61970007, Location: 3.3 M WEST OF SR 6 (Lat: 35.030633, Lng: -87.557050), Route carried "under" structure: State highway 227, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 1,415 (year 2020), Truck Traffic: 4%, Features Intersected: CSX RR / SR 227, Facility Carried by Structure: CSX RR 350798C
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 5.246, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)