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Bridge Statistics for Jasper, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Jasper, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 63 meters (207ft) Total costs: $906,000 Total average daily traffic: 73,050 Total average daily truck traffic: 3,917 National Bridge Inventory (NBI) Registered Bridges for Jasper
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 58021280001, Location: 1.9 MI NE JCT SR2&SR150 (Lat: 35.079250, Lng: -85.593767), Route carried "on" structure: City street 2128, Year Built: 1985, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 760 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,216 (year 2028), Design Load: HS 20, Features Intersected: SEQUATCHIE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2006, Underwater Inspection Date: October 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 580A3000001, Location: IN THE CITY OF JASPER (Lat: 35.093833, Lng: -85.631300), Route carried "on" structure: City street 300, Year Built: 1936, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 950 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,520 (year 2028), Design Load: H 15, Features Intersected: N.FORK PRYOR COVE BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $341,000 ( Estimate for 2008), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 580A3000003, Location: 1.5 MI NW SR2&SR150 (Lat: 35.094083, Lng: -85.641117), Route carried "on" structure: City street 300, Year Built: 1984, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 230 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 368 (year 2028), Design Load: HS 20, Features Intersected: W.FORK PRYOR COVE BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Channel: Poor, Culverts: Very good, Operating Rating: 44.1 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 580A3050001, Location: 1.6 MI NE JCT SR2&SR150 (Lat: 35.095650, Lng: -85.635700), Route carried "on" structure: City street 305, Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 60 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 96 (year 2028), Design Load: HS 20, Features Intersected: PRYOR COVE BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Channel: Fair, Culverts: Very good, Operating Rating: 44.1 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 580A3310001, Location: 0.9 MI NW JCT SR2&SR150 (Lat: 35.076450, Lng: -85.636433), Route carried "on" structure: City street 331, Year Built: 1988, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2028), Features Intersected: TOWN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.513, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2006, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $20,000, Total Project Cost: $292,000 ( Estimate for 2008), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 58F00080001, Location: 0.7 MI E JCT SR2&SR150 (Lat: 35.074533, Lng: -85.615250), Route carried "on" structure: City street 8, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 110 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 176 (year 2028), Design Load: HS 15, Features Intersected: STANDIFER BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $19,000, Total Project Cost: $271,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 58SR0020015, Location: IN JASPER (Lat: 35.071667, Lng: -85.631667), Route carried "on" structure: US 64, Year Built: 1954, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 11,130 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 17,808 (year 2028), Design Load: HS 20, Features Intersected: TOWN CREEK, Facility Carried by Structure: FAS 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006 Find on map >>
Structure Number: 58SR0020017, Location: IN JASPER (Lat: 35.071667, Lng: -85.616667), Route carried "on" structure: US 41, Year Built: 1929, Year Reconstructed: 1978, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 11,130 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 17,808 (year 2028), Design Load: H 15, Features Intersected: STANDIFER BRANCH, Facility Carried by Structure: FAS 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.476, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 30.7m (100.7ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 36.0 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 58SR0020019, Location: IN JASPER CITY LIMITS (Lat: 35.065000, Lng: -85.606667), Route carried "on" structure: US 41, Year Built: 1989, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 8,740 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 13,984 (year 2028), Design Load: HS 20, Features Intersected: SEQUATCHIE RIVER, Facility Carried by Structure: FAS 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.603, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.6m (93.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 58SR0020027, Location: IN JASPER (Lat: 35.071883, Lng: -85.614683), Route carried "on" structure: State highway 28, Year Built: 1988, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 7,860 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 12,720 (year 2028), Design Load: HS 20, Features Intersected: SR 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 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 desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 58SR0020028, Location: IN JASPER (Lat: 35.071950, Lng: -85.614767), Route carried "on" structure: State highway 28, Year Built: 1988, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 7,860 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 12,720 (year 2028), Design Load: HS 20, Features Intersected: SR 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 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 desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 58SR0270005, Location: N.E.OF SEQUATCHIE (Lat: 35.090000, Lng: -85.623333), Route carried "on" structure: US 27, Year Built: 1973, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 5,140 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 8,224 (year 2028), Design Load: H 15, Features Intersected: PRYOR COVE BRANCH, Facility Carried by Structure: FAS 150 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Structure Number: 58I00240035, Location: .5 MI FROM SR 28, Route carried "under" structure: County highway 386, Year Built: 1965, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 750 (year 2008), Truck Traffic: 2%, Features Intersected: I24, Facility Carried by Structure: I24
Minimum Vertical Clearance: 7.19m (23.59ft), Kilometerpoint: 4.152, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft) Structure Number: 58I00240036, Location: .5 MI FROM SR 28, Route carried "under" structure: County highway 386, Year Built: 1965, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 750 (year 2008), Truck Traffic: 2%, Features Intersected: I24, Facility Carried by Structure: I24
Minimum Vertical Clearance: 7.29m (23.92ft), Kilometerpoint: 4.184, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 58SR0020027, Location: IN JASPER (Lat: 35.071883, Lng: -85.614683), Route carried "under" structure: State highway 2, Year Built: 1988, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 8,740 (year 2007), Truck Traffic: 2%, Features Intersected: SR 28 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 25.621, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 58SR0020028, Location: IN JASPER (Lat: 35.071950, Lng: -85.614767), Route carried "under" structure: State highway 2, Year Built: 1988, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 8,740 (year 2007), Truck Traffic: 2%, Features Intersected: SR 28 Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 25.589, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.3m (92.8ft) Discuss this city on our hugely popular Tennessee forum Back to: Jasper, TN, Tennessee, All US cities.
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