Bridge Statistics for Maury City, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 148ft / 45.0mTotal length
- $2,992,000Total costs
- 60,798Total average daily traffic
- 5,900Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Maury City
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 31960-1969
- 51980-1989
- 51990-1999
- 62000-2009
- 42010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 41.7%Good
- 8.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 41.7%Very good
- 33.3%Good
- 16.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 16.7%Very good
- 50.0%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 22.7%Good
- 77.3%Satisfactory
- Bridge Condition - Culverts
- 9.1%Good
- 90.9%Satisfactory
Find on map >> Show street view
Structure Number: 17014280001, Location: 3 MI N OF HAYWOOD (Lat: 35.775528, Lng: -89.200278), Route carried "on" structure: County highway 1428, Year Built: 1965, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 289 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 462 (year 2042), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $27,000, Total Project Cost: $391,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17014280001, Location: 3 MI N OF HAYWOOD (Lat: 35.775528, Lng: -89.200278), Route carried "on" structure: County highway 1428, Year Built: 1965, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 289 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 462 (year 2042), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $27,000, Total Project Cost: $391,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 17014280003, Location: 2 MI S OF MAURY CITY (Lat: 35.790111, Lng: -89.215250), Route carried "on" structure: County highway 1428, Year Built: 2000, Status: Open, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 289 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 528 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 22.5m (73.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17014280003, Location: 2 MI S OF MAURY CITY (Lat: 35.790111, Lng: -89.215250), Route carried "on" structure: County highway 1428, Year Built: 2000, Status: Open, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 289 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 528 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 22.5m (73.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 17015720001, Location: 2 MI W OF SR54 (Lat: 35.768750, Lng: -89.210556), Route carried "on" structure: County highway 1572, Year Built: 2005, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 497 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 816 (year 2038), Design Load: HS 20, Features Intersected: BRANCH FORKED DEER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.953, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17015720001, Location: 2 MI W OF SR54 (Lat: 35.768750, Lng: -89.210556), Route carried "on" structure: County highway 1572, Year Built: 2005, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 497 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 816 (year 2038), Design Load: HS 20, Features Intersected: BRANCH FORKED DEER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.953, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 170A0270001, Location: 0.7 MI N OF SR88 (Lat: 35.821722, Lng: -89.273417), Route carried "on" structure: County highway 27, Year Built: 2014, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2040), Design Load: HL 93, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 170A0270001, Location: 0.7 MI N OF SR88 (Lat: 35.821722, Lng: -89.273417), Route carried "on" structure: County highway 27, Year Built: 2014, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2040), Design Load: HL 93, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 170A0720001, Location: 2.5 MI N OF SR88 (Lat: 35.819750, Lng: -89.182667), Route carried "on" structure: County highway 72, Year Built: 1983, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.096, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 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: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 170A0720001, Location: 2.5 MI N OF SR88 (Lat: 35.819750, Lng: -89.182667), Route carried "on" structure: County highway 72, Year Built: 1983, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.096, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 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: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 170A0780001, Location: 1 MI W OF SR20 (Lat: 35.836056, Lng: -89.198944), Route carried "on" structure: County highway 78, Year Built: 2019, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,350 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,160 (year 2040), Design Load: HL 93, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.741, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 170A0780001, Location: 1 MI W OF SR20 (Lat: 35.836056, Lng: -89.198944), Route carried "on" structure: County highway 78, Year Built: 2019, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,350 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,160 (year 2040), Design Load: HL 93, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.741, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 170A0800001, Location: 1 MI S OF SR20 (Lat: 35.852806, Lng: -89.211250), Route carried "on" structure: County highway 80, Year Built: 2000, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 60 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 96 (year 2040), Design Load: HS 20, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.728, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 56.7 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 170A0800001, Location: 1 MI S OF SR20 (Lat: 35.852806, Lng: -89.211250), Route carried "on" structure: County highway 80, Year Built: 2000, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 60 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 96 (year 2040), Design Load: HS 20, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.728, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 56.7 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 170A0810001, Location: 1 MI N OF SR20 (Lat: 35.862417, Lng: -89.190778), Route carried "on" structure: County highway 81, Year Built: 1987, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 64 (year 2040), Design Load: HS 20, Features Intersected: TUCKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.514, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Good, 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 desirable 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: 170A0810001, Location: 1 MI N OF SR20 (Lat: 35.862417, Lng: -89.190778), Route carried "on" structure: County highway 81, Year Built: 1987, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 64 (year 2040), Design Load: HS 20, Features Intersected: TUCKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.514, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Good, 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 desirable 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
Find on map >> Show street view
Structure Number: 170A3050003, Location: 1 MI N OF HAYWOOD CO. (Lat: 35.760028, Lng: -89.207583), Route carried "on" structure: County highway 305, Year Built: 1986, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 170A3050003, Location: 1 MI N OF HAYWOOD CO. (Lat: 35.760028, Lng: -89.207583), Route carried "on" structure: County highway 305, Year Built: 1986, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 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: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 170A3160001, Location: 1 MI SE OF MAURY CITY (Lat: 35.803111, Lng: -89.206250), Route carried "on" structure: County highway 316, Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 160 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: BRANCH OF BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.648, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 8.0m (26.2ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 170A3160001, Location: 1 MI SE OF MAURY CITY (Lat: 35.803111, Lng: -89.206250), Route carried "on" structure: County highway 316, Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 160 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: BRANCH OF BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.648, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 8.0m (26.2ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 170A3170003, Location: 4.5 MI S OF SR54 (Lat: 35.782533, Lng: -89.245883), Route carried "on" structure: County highway 317, Year Built: 1991, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 120 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 192 (year 2040), Design Load: H 10, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $11,000, Total Project Cost: $155,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 170A3170003, Location: 4.5 MI S OF SR54 (Lat: 35.782533, Lng: -89.245883), Route carried "on" structure: County highway 317, Year Built: 1991, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 120 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 192 (year 2040), Design Load: H 10, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $11,000, Total Project Cost: $155,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 170A3190001, Location: 2 MI S OF SR88 (Lat: 35.782278, Lng: -89.260500), Route carried "on" structure: County highway 319, Year Built: 1965, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 64 (year 2041), Design Load: H 15, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.286, 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: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 170A3190001, Location: 2 MI S OF SR88 (Lat: 35.782278, Lng: -89.260500), Route carried "on" structure: County highway 319, Year Built: 1965, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 64 (year 2041), Design Load: H 15, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.286, 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: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 170A3190003, Location: 2 MI S OF SR88 (Lat: 35.782056, Lng: -89.260500), Route carried "on" structure: County highway 319, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 64 (year 2040), Design Load: HS 20, Features Intersected: BRANCH BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.307, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 6.4m (21.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 170A3190003, Location: 2 MI S OF SR88 (Lat: 35.782056, Lng: -89.260500), Route carried "on" structure: County highway 319, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 64 (year 2040), Design Load: HS 20, Features Intersected: BRANCH BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.307, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 6.4m (21.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 170A3200001, Location: 3.7 MI SW JCT SR189&SR88 (Lat: 35.798944, Lng: -89.275667), Route carried "on" structure: County highway 320, Year Built: 2015, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 64 (year 2038), Design Load: HL 93, Features Intersected: BLACK CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.548, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 170A3200001, Location: 3.7 MI SW JCT SR189&SR88 (Lat: 35.798944, Lng: -89.275667), Route carried "on" structure: County highway 320, Year Built: 2015, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 64 (year 2038), Design Load: HL 93, Features Intersected: BLACK CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.548, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 17F00160001, Location: 1.7 MI SE JCT SR20&SR189 (Lat: 35.858583, Lng: -89.220750), Route carried "on" structure: State highway 189, Year Built: 1952, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 739 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 848 (year 2040), Design Load: H 15, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $43,000, Total Project Cost: $634,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17F00160001, Location: 1.7 MI SE JCT SR20&SR189 (Lat: 35.858583, Lng: -89.220750), Route carried "on" structure: State highway 189, Year Built: 1952, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 739 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 848 (year 2040), Design Load: H 15, Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $43,000, Total Project Cost: $634,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 17SR0200005, Location: 4.3 MI.SE.OF FRIENDSHIP (Lat: 35.854750, Lng: -89.200000), Route carried "on" structure: US 412, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 9,532 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 15,232 (year 2040), Design Load: HS 20, Features Intersected: TUCKER CREEK, Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.932, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $41,000, Total Project Cost: $604,000 ( Estimate for 2020)
Structure Number: 17SR0200005, Location: 4.3 MI.SE.OF FRIENDSHIP (Lat: 35.854750, Lng: -89.200000), Route carried "on" structure: US 412, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 9,532 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 15,232 (year 2040), Design Load: HS 20, Features Intersected: TUCKER CREEK, Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.932, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $41,000, Total Project Cost: $604,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 17SR0200021, Location: .9 MI W JCT SR152&SR188 (Lat: 35.836111, Lng: -89.185667), Route carried "on" structure: County highway 78, Year Built: 1994, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 1,350 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,160 (year 2040), Design Load: HS 20, Features Intersected: REYNOLDS RD / SR 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.972, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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, Underclear: 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: 17SR0200021, Location: .9 MI W JCT SR152&SR188 (Lat: 35.836111, Lng: -89.185667), Route carried "on" structure: County highway 78, Year Built: 1994, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 1,350 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,160 (year 2040), Design Load: HS 20, Features Intersected: REYNOLDS RD / SR 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.972, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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, Underclear: 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
Find on map >> Show street view
Structure Number: 17SR0200035, Location: 3.9 M SW JCT SR20 & SR189 (Lat: 35.836850, Lng: -89.187500), Route carried "on" structure: Ramp US 412, Year Built: 2013, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,532 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 15,232 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.185, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 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: 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $30,000, Total Project Cost: $440,000 ( Estimate for 2020)
Structure Number: 17SR0200035, Location: 3.9 M SW JCT SR20 & SR189 (Lat: 35.836850, Lng: -89.187500), Route carried "on" structure: Ramp US 412, Year Built: 2013, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,532 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 15,232 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.185, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 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: 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $30,000, Total Project Cost: $440,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 17SR0200037, Location: 3.9 M SW JCT SR20 & SR189 (Lat: 35.836833, Lng: -89.186306), Route carried "on" structure: US 412, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,532 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 15,232 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.298, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 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: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $30,000, Total Project Cost: $440,000 ( Estimate for 2020)
Structure Number: 17SR0200037, Location: 3.9 M SW JCT SR20 & SR189 (Lat: 35.836833, Lng: -89.186306), Route carried "on" structure: US 412, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,532 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 15,232 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.298, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 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: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $30,000, Total Project Cost: $440,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 17SR0200041, Location: 0.9 MI NW JCT SR20&SR188 (Lat: 35.823806, Lng: -89.172444), Route carried "on" structure: US 412, Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,064 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 17,472 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.197, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $328,000 ( Estimate for 2020)
Structure Number: 17SR0200041, Location: 0.9 MI NW JCT SR20&SR188 (Lat: 35.823806, Lng: -89.172444), Route carried "on" structure: US 412, Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,064 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 17,472 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.197, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $328,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 17SR0880007, Location: 3.9 MI.E.OF LAUDERDALE CO (Lat: 35.813472, Lng: -89.286917), Route carried "on" structure: State highway 88, Year Built: 2004, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 2,065 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.244, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.8 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: 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: 17SR0880007, Location: 3.9 MI.E.OF LAUDERDALE CO (Lat: 35.813472, Lng: -89.286917), Route carried "on" structure: State highway 88, Year Built: 2004, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 2,065 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.244, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.8 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: 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
Find on map >> Show street view
Structure Number: 17SR0880011, Location: IN MAURY CITY (Lat: 35.809611, Lng: -89.229083), Route carried "on" structure: State highway 88, Year Built: 2004, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,840 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,544 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.491, 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: 3.0m (9.8ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17SR0880011, Location: IN MAURY CITY (Lat: 35.809611, Lng: -89.229083), Route carried "on" structure: State highway 88, Year Built: 2004, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,840 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,544 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.491, 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: 3.0m (9.8ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 17SR0880017, Location: 2.6 MI W JCT SR88&SR189 (Lat: 35.812000, Lng: -89.263028), Route carried "on" structure: State highway 88, Year Built: 2004, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,065 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.417, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17SR0880017, Location: 2.6 MI W JCT SR88&SR189 (Lat: 35.812000, Lng: -89.263028), Route carried "on" structure: State highway 88, Year Built: 2004, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,065 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.417, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 17SR0200021, Location: .9 MI W JCT SR152&SR188 (Lat: 35.836111, Lng: -89.185667), Route carried "under" structure: US 412, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 10,064 (year 2020), Truck Traffic: 11%, Features Intersected: REYNOLDS RD / SR 20, Facility Carried by Structure: NFA A078
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 11.394, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 17SR0200021, Location: .9 MI W JCT SR152&SR188 (Lat: 35.836111, Lng: -89.185667), Route carried "under" structure: US 412, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 10,064 (year 2020), Truck Traffic: 11%, Features Intersected: REYNOLDS RD / SR 20, Facility Carried by Structure: NFA A078
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 11.394, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)