Bridge Statistics for Saltillo, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 226ft / 69.4mTotal length
- $3,241,000Total costs
- 6,421Total average daily traffic
- 271Total average daily truck traffic
- 8,903Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Saltillo
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 41960-1969
- 21970-1979
- 41980-1989
- 41990-1999
- 22000-2009
- 42020-2022
- Bridge Condition - Deck
- 17.6%Very good
- 41.2%Good
- 35.3%Satisfactory
- 5.9%Poor
- Bridge Condition - Superstructure
- 29.4%Very good
- 35.3%Good
- 29.4%Satisfactory
- 5.9%Fair
- Bridge Condition - Substructure
- 23.5%Very good
- 47.1%Good
- 17.6%Satisfactory
- 11.8%Fair
- Bridge Condition - Channel
- 18.2%Good
- 63.6%Satisfactory
- 18.2%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 60.0%Satisfactory
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Structure Number: 200A3000003, Location: 1.3 M N JCT SR114&SR202 (Lat: 35.418333, Lng: -88.158278), Route carried "on" structure: State highway 202, Year Built: 1970, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 441 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 706 (year 2042), Features Intersected: STEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200A3000003, Location: 1.3 M N JCT SR114&SR202 (Lat: 35.418333, Lng: -88.158278), Route carried "on" structure: State highway 202, Year Built: 1970, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 441 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 706 (year 2042), Features Intersected: STEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200A3070001, Location: 2.1 MI NW JCT SR69&SR202 (Lat: 35.428111, Lng: -88.175139), Route carried "on" structure: County highway 307, Year Built: 1992, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: STEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.244, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 67.5 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200A3070001, Location: 2.1 MI NW JCT SR69&SR202 (Lat: 35.428111, Lng: -88.175139), Route carried "on" structure: County highway 307, Year Built: 1992, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: STEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.244, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 67.5 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200A3130001, Location: 4.8 MI NW JCT SR69&SR202 (Lat: 35.430611, Lng: -88.233639), Route carried "on" structure: County highway 1708, Year Built: 1999, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 77 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 144 (year 2040), Design Load: HS 20, Features Intersected: EAST PRONG DOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, 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: 5.5m (18.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200A3130001, Location: 4.8 MI NW JCT SR69&SR202 (Lat: 35.430611, Lng: -88.233639), Route carried "on" structure: County highway 1708, Year Built: 1999, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 77 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 144 (year 2040), Design Load: HS 20, Features Intersected: EAST PRONG DOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, 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: 5.5m (18.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 200A3170001, Location: 3.8 MI NW JCT SR69&SR202 (Lat: 35.443167, Lng: -88.199139), Route carried "on" structure: County highway 317, Year Built: 2020, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: HL 93, Features Intersected: STEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.859, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 200A3170001, Location: 3.8 MI NW JCT SR69&SR202 (Lat: 35.443167, Lng: -88.199139), Route carried "on" structure: County highway 317, Year Built: 2020, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: HL 93, Features Intersected: STEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.859, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 360A0480001, Location: MARSHALL RD @ UNION TN (Lat: 35.322139, Lng: -88.252306), Route carried "on" structure: County highway 48, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2042), Design Load: H 15, Features Intersected: CHALK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.550, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $29,000, Total Project Cost: $428,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 360A0480001, Location: MARSHALL RD @ UNION TN (Lat: 35.322139, Lng: -88.252306), Route carried "on" structure: County highway 48, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2042), Design Load: H 15, Features Intersected: CHALK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.550, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $29,000, Total Project Cost: $428,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 360A0510001, Location: SULPHUR WELLS RD @ UNION (Lat: 35.334222, Lng: -88.263194), Route carried "on" structure: County highway 51, Year Built: 2021, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2041), Design Load: HL 93, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360A0510001, Location: SULPHUR WELLS RD @ UNION (Lat: 35.334222, Lng: -88.263194), Route carried "on" structure: County highway 51, Year Built: 2021, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2041), Design Load: HL 93, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 360A0510003, Location: SULPHUR WELLS RD @ UNION (Lat: 35.341361, Lng: -88.262528), Route carried "on" structure: County highway 51, Year Built: 1988, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2041), Design Load: HS 20, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.224, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 360A0510003, Location: SULPHUR WELLS RD @ UNION (Lat: 35.341361, Lng: -88.262528), Route carried "on" structure: County highway 51, Year Built: 1988, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2041), Design Load: HS 20, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.224, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 360A0510005, Location: SULPHUR WELLS RD @ UNION (Lat: 35.349444, Lng: -88.251694), Route carried "on" structure: County highway 51, Year Built: 1960, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: FLATS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.819, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $34,000, Total Project Cost: $502,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 360A0510005, Location: SULPHUR WELLS RD @ UNION (Lat: 35.349444, Lng: -88.251694), Route carried "on" structure: County highway 51, Year Built: 1960, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: FLATS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.819, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $34,000, Total Project Cost: $502,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 360A0600001, Location: BINGHAM CREEK RD (Lat: 35.368778, Lng: -88.234583), Route carried "on" structure: County highway 60, Year Built: 1960, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: ANDERSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.462, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $18,000, Total Project Cost: $262,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 360A0600001, Location: BINGHAM CREEK RD (Lat: 35.368778, Lng: -88.234583), Route carried "on" structure: County highway 60, Year Built: 1960, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: ANDERSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.462, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $18,000, Total Project Cost: $262,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 360A0980001, Location: LEBANON CEM RD @ LEBANON (Lat: 35.364111, Lng: -88.276000), Route carried "on" structure: County highway 98, Year Built: 2020, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 16 (year 2041), Design Load: HL 93, Features Intersected: FLATS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360A0980001, Location: LEBANON CEM RD @ LEBANON (Lat: 35.364111, Lng: -88.276000), Route carried "on" structure: County highway 98, Year Built: 2020, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 16 (year 2041), Design Load: HL 93, Features Intersected: FLATS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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, Deck Geometry: 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: 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: 360A1000001, Location: ALLEN RD NEAR SALTILLO (Lat: 35.390222, Lng: -88.237639), Route carried "on" structure: County highway 100, Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2040), Features Intersected: MILES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 360A1000001, Location: ALLEN RD NEAR SALTILLO (Lat: 35.390222, Lng: -88.237639), Route carried "on" structure: County highway 100, Year Built: 1965, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2040), Features Intersected: MILES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 360A1330001, Location: MIDDLE BRIDGE RD (Lat: 35.332556, Lng: -88.159722), Route carried "on" structure: County highway 133, Year Built: 1991, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 32 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.453, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360A1330001, Location: MIDDLE BRIDGE RD (Lat: 35.332556, Lng: -88.159722), Route carried "on" structure: County highway 133, Year Built: 1991, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 32 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.453, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 360A3210001, Location: PRESLEYS RIDGE RD (Lat: 35.419722, Lng: -88.241389), Route carried "on" structure: County highway 321, Year Built: 2007, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 80 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 128 (year 2040), Design Load: HS 20, Features Intersected: WEST PRONG DOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.9 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: 41.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 360A3210001, Location: PRESLEYS RIDGE RD (Lat: 35.419722, Lng: -88.241389), Route carried "on" structure: County highway 321, Year Built: 2007, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 80 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 128 (year 2040), Design Load: HS 20, Features Intersected: WEST PRONG DOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.9 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: 41.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36S80880003, Location: SALTILLO RD S OF SR68 (Lat: 35.346639, Lng: -88.218250), Route carried "on" structure: County highway 901, Year Built: 2003, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 193 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 528 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.377, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36S80880003, Location: SALTILLO RD S OF SR68 (Lat: 35.346639, Lng: -88.218250), Route carried "on" structure: County highway 901, Year Built: 2003, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 193 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 528 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.377, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36S80880005, Location: SALTILLO RD SOUTH SR 104 (Lat: 35.373250, Lng: -88.222417), Route carried "on" structure: County highway 901, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 193 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 528 (year 2040), Design Load: HS 20, Features Intersected: MILES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.965, 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 36S80880005, Location: SALTILLO RD SOUTH SR 104 (Lat: 35.373250, Lng: -88.222417), Route carried "on" structure: County highway 901, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 193 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 528 (year 2040), Design Load: HS 20, Features Intersected: MILES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.965, 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 36SR0690027, Location: 5.3 MI.WEST OF SALTILLO (Lat: 35.369972, Lng: -88.308139), Route carried "on" structure: State highway 69, Year Built: 1987, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 1,252 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.021, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.9 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: 45.0 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: Somewhat better than minimum adequacy, Deck Geometry: 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36SR0690027, Location: 5.3 MI.WEST OF SALTILLO (Lat: 35.369972, Lng: -88.308139), Route carried "on" structure: State highway 69, Year Built: 1987, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 1,252 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.021, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.9 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: 45.0 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: Somewhat better than minimum adequacy, Deck Geometry: 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36SR0690029, Location: 4 MILES WEST OF SALTILLO (Lat: 35.371639, Lng: -88.286500), Route carried "on" structure: State highway 69, Year Built: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 938 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 992 (year 2040), Design Load: HS 20, Features Intersected: FLATS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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: Febuary 2022
Structure Number: 36SR0690029, Location: 4 MILES WEST OF SALTILLO (Lat: 35.371639, Lng: -88.286500), Route carried "on" structure: State highway 69, Year Built: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 938 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 992 (year 2040), Design Load: HS 20, Features Intersected: FLATS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.001, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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: Febuary 2022
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Structure Number: 36SR0690031, Location: 3.2 MI.WEST OF SALTILLO (Lat: 35.374278, Lng: -88.274500), Route carried "on" structure: State highway 69, Year Built: 1987, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 938 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 992 (year 2040), Design Load: HS 20, Features Intersected: BIGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.127, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 36SR0690031, Location: 3.2 MI.WEST OF SALTILLO (Lat: 35.374278, Lng: -88.274500), Route carried "on" structure: State highway 69, Year Built: 1987, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 938 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 992 (year 2040), Design Load: HS 20, Features Intersected: BIGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.127, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 36SR0690033, Location: .4 MI.WEST OF SALTILLO (Lat: 35.382111, Lng: -88.228389), Route carried "on" structure: State highway 69, Year Built: 1996, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 938 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 992 (year 2040), Design Load: HS 20, Features Intersected: MILES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.521, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36SR0690033, Location: .4 MI.WEST OF SALTILLO (Lat: 35.382111, Lng: -88.228389), Route carried "on" structure: State highway 69, Year Built: 1996, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 938 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 992 (year 2040), Design Load: HS 20, Features Intersected: MILES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.521, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36SR0690035, Location: NEAR SALTILLO (Lat: 35.387194, Lng: -88.197056), Route carried "on" structure: State highway 69, Year Built: 2021, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 443 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 709 (year 2042), Design Load: HL 93, Features Intersected: DOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36SR0690035, Location: NEAR SALTILLO (Lat: 35.387194, Lng: -88.197056), Route carried "on" structure: State highway 69, Year Built: 2021, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 443 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 709 (year 2042), Design Load: HL 93, Features Intersected: DOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: 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: 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: Febuary 2022, 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: 36SR1040001, Location: NEAR SALTILLO (Lat: 35.395333, Lng: -88.249667), Route carried "on" structure: State highway 104, Year Built: 1948, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 380 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 496 (year 2040), Design Load: HS 20, Features Intersected: TANYARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 36SR1040001, Location: NEAR SALTILLO (Lat: 35.395333, Lng: -88.249667), Route carried "on" structure: State highway 104, Year Built: 1948, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 380 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 496 (year 2040), Design Load: HS 20, Features Intersected: TANYARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 36SR1280011, Location: NEAR SAVANNAH (Lat: 35.354139, Lng: -88.175000), Route carried "on" structure: County highway 2333, Year Built: 1957, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 158 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 304 (year 2041), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.170, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.2 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, Length Of Structure Improvement: 8.63m (28.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2022, Underwater Inspection Date: July 2017, Bridge Improvement Cost: $1,237,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,856,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 36SR1280011, Location: NEAR SAVANNAH (Lat: 35.354139, Lng: -88.175000), Route carried "on" structure: County highway 2333, Year Built: 1957, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 158 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 304 (year 2041), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.170, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.2 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, Length Of Structure Improvement: 8.63m (28.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2022, Underwater Inspection Date: July 2017, Bridge Improvement Cost: $1,237,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,856,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete