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Bridge Statistics for Bristol, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Bristol, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 47 Total length: 141 meters (463ft) Total costs: $6,114,000 Total average daily traffic: 335,360 Total average daily truck traffic: 15,437 National Bridge Inventory (NBI) Registered Bridges for Bristol
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 82039180001, Location: BROAD ST JUST W OF LIMITS (Lat: 36.579300, Lng: -82.226983), Route carried "on" structure: City street 3918, Year Built: 1970, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,500 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 4,000 (year 2028), Design Load: H 15, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $10,000, Total Project Cost: $142,000 ( Estimate for 2008), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82039300001, Location: TN-VA ST LN IN BRISTOL (Lat: 36.594750, Lng: -82.185267), Route carried "on" structure: City street 3930, Year Built: 1975, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 9,550 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 15,280 (year 2028), Design Load: HS 15, Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $729,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,094,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 820A0050001, Location: IN CITY OF BRISTOL (Lat: 36.580783, Lng: -82.163817), Route carried "on" structure: City street 5, Year Built: 2002, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 16 (year 2028), Features Intersected: BRANCH OF CEDAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 820A2980001, Location: .3 MI WEST OF SR 34 (Lat: 36.524367, Lng: -82.263283), Route carried "on" structure: City street 4212, Year Built: 1965, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 6,770 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 10,832 (year 2028), Design Load: HS 20, Features Intersected: BACK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Poor, 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: March 2008 Find on map >>
Structure Number: 820A3750001, Location: IN CITY OF BRISTOL (Lat: 36.535467, Lng: -82.235017), Route carried "on" structure: City street 375, Year Built: 1990, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 320 (year 2028), Design Load: HS 20, Features Intersected: CEDAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Channel: Good, Culverts: 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: 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: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 820A3940001, Location: IN CITY OF BRISTOL (Lat: 36.551483, Lng: -82.228083), Route carried "on" structure: City street 394, Year Built: 2007, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 290 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 464 (year 2028), Design Load: HS 20, Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Very good, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 820A4000001, Location: W OF US11E IN BRISTOL (Lat: 36.559350, Lng: -82.222217), Route carried "on" structure: City street 6, Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 500 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 800 (year 2028), Design Load: HS 20, Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than 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: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 820A4270001, Location: IN CITY OF BRISTOL (Lat: 36.569800, Lng: -82.199250), Route carried "on" structure: City street 427, Year Built: 1935, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,430 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 2,288 (year 2028), Design Load: HS 20, Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, 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: 5.28m (17.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $695,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,043,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 820A4560001, Location: IN CITY OF BRISTOL (Lat: 36.591000, Lng: -82.186567), Route carried "on" structure: City street 456, Year Built: 1926, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 10 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 16 (year 2028), Design Load: HS 15, Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $39,000, Total Project Cost: $574,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 820A4560003, Location: IN CITY OF BRISTOL (Lat: 36.593817, Lng: -82.186400), Route carried "on" structure: City street 456, Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 16 (year 2028), Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 820A4590001, Location: IN CITY OF BRISTOL (Lat: 36.594383, Lng: -82.189300), Route carried "on" structure: City street 459, Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 280 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 448 (year 2028), Design Load: HS 20, Features Intersected: LITTLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Channel: Fair, Culverts: 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: 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: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 820A4910001, Location: 1MI SOUTH OF SR126 (Lat: 36.577767, Lng: -82.232150), Route carried "on" structure: County highway 491, Year Built: 1996, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 420 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 672 (year 2028), Design Load: HS 20, Features Intersected: STEELE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Channel: Fair, Culverts: 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: 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 820A5180001, Location: 1MI NORTH OF SR126 (Lat: 36.587983, Lng: -82.231717), Route carried "on" structure: City street 518, Year Built: 1989, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,020 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,632 (year 2028), Design Load: HS 20, Features Intersected: STEELE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 820A5510001, Location: IN CITY OF BRISTOL (Lat: 36.577700, Lng: -82.187983), Route carried "on" structure: City street 551, Year Built: 1970, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,200 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 3,520 (year 2028), Design Load: HS 20, Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, 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: March 2008 Find on map >>
Structure Number: 820A6060001, Location: IN CITY OF BRISTOL (Lat: 36.563967, Lng: -82.188500), Route carried "on" structure: City street 606, Year Built: 1975, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 610 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 976 (year 2028), Design Load: HS 20, Features Intersected: CEDAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $26,000, Total Project Cost: $376,000 ( Estimate for 2008), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 820A7490001, Location: IN BRISTOL (Lat: 36.584717, Lng: -82.137033), Route carried "on" structure: City street 3916, Year Built: 1968, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,080 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 4,928 (year 2028), Design Load: HS 20, Features Intersected: SINKING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: 820C8310001, Location: K-MART DRIVE (Lat: 36.589467, Lng: -82.213833), Route carried "on" structure: City street 831, Year Built: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 160 (year 2028), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: 82K39130001, Location: 3.6 M SE JCT SR34&SR358 (Lat: 36.200000, Lng: -82.188333), Route carried "on" structure: US 421, Year Built: 1980, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 7,340 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 13,088 (year 2028), Design Load: H 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.101, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 24.5m (80.4ft) Condition: Channel: Fair, Culverts: Satisfactory, 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82K39130003, Location: 3.7 M SE JCT SR34&SR358 (Lat: 36.200000, Lng: -82.188333), Route carried "on" structure: US 421, Year Built: 1980, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 7,340 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 13,088 (year 2028), Design Load: H 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.150, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Channel: Fair, Culverts: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82K39170001, Location: 2.7 M E JCT SR34&SR358 (Lat: 36.583283, Lng: -82.136850), Route carried "on" structure: City street 3, Year Built: 1986, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,240 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,984 (year 2028), Design Load: HS 20, Features Intersected: SINKING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Channel: Good, Culverts: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82M39210001, Location: IN BRISTOL (Lat: 36.588867, Lng: -82.176883), Route carried "on" structure: City street 3921, Year Built: 1996, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,270 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 3,632 (year 2028), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82M39220003, Location: IN BRISTOL (Lat: 36.585767, Lng: -82.184650), Route carried "on" structure: City street 3922, Year Built: 1998, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 1,320 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 2,112 (year 2028), Design Load: HS 20, Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82S25170001, Location: 2.2 M SW JCT SR34&SR358 (Lat: 36.555617, Lng: -82.199867), Route carried "on" structure: City street 1378, Year Built: 1950, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,280 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 6,848 (year 2028), Design Load: HS 20, Features Intersected: CEDAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.923, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 82S25170003, Location: 2.1 M S JCT SR34&SR358 (Lat: 36.555150, Lng: -82.196767), Route carried "on" structure: City street 1378, Year Built: 1950, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,280 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 6,848 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.698, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Poor, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008 Find on map >>
Structure Number: 82SR0010037, Location: IN BRISTOL CITY LIMITS (Lat: 36.200000, Lng: -82.230000), Route carried "on" structure: US 11, Year Built: 1959, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 13,150 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 20,832 (year 2028), Design Load: HS 20, Features Intersected: STEEL CREEK, Facility Carried by Structure: FAP 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.902, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Satisfactory, 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, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $28,000, Total Project Cost: $419,000 ( Estimate for 2008) Find on map >>
Structure Number: 82SR0010039, Location: IN BRISTOL CITY LIMITS (Lat: 36.595333, Lng: -82.189750), Route carried "on" structure: US 11, Year Built: 2000, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 15,470 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 24,704 (year 2028), Design Load: HS 20, Features Intersected: LITTLE CREEK, Facility Carried by Structure: FAP 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.459, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Channel: Very good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 82SR0010041, Location: W. OF I81 (Lat: 36.590017, Lng: -82.272517), Route carried "on" structure: US 11, Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10,970 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 19,248 (year 2028), Design Load: HS 20, Features Intersected: BACK CREEK, Facility Carried by Structure: FAP 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.670, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 26 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Poor, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $35,000, Total Project Cost: $518,000 ( Estimate for 2008) Find on map >>
Structure Number: 82SR0340011, Location: 2 MI.SW.OF BRISTOL (Lat: 36.546483, Lng: -82.228333), Route carried "on" structure: US 11, Year Built: 1966, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 25,100 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 41,632 (year 2028), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FAP 34 RT LN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.246, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82SR0340012, Location: 3.7 M NE JCT SR34&SR37 (Lat: 36.546800, Lng: -82.228333), Route carried "on" structure: US 11, Year Built: 1998, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 25,100 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 41,632 (year 2028), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FAP 34 LF LN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.246, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82SR0340013, Location: 1 MI.SW. OF BRISTOL (Lat: 36.556633, Lng: -82.216667), Route carried "on" structure: US 11, Year Built: 1963, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 22,260 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 33,744 (year 2028), Design Load: HS 20, Features Intersected: NFA 1378 RAMP, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.775, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $460,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 82SR0340015, Location: .8 M S JCT SR34&SR358 (Lat: 36.574567, Lng: -82.191667), Route carried "on" structure: US 11, Year Built: 1963, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 22,260 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 33,744 (year 2028), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 85.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $378,000, Roadway Improvement Cost: $38,000, Total Project Cost: $568,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82SR0340016, Location: .8 M S JCT SR34&SR358 (Lat: 36.574750, Lng: -82.191667), Route carried "on" structure: US 11, Year Built: 1963, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 22,260 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 33,744 (year 2028), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 85.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82SR0340017, Location: .7 M NW JCT SR34&SR358 (Lat: 36.200000, Lng: -82.188333), Route carried "on" structure: US 11, Year Built: 1963, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 16,270 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 26,688 (year 2028), Design Load: HS 20, Features Intersected: SINKING CREEK, Facility Carried by Structure: FAP 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.700, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft) Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $29,000, Total Project Cost: $421,000 ( Estimate for 2008) Find on map >>
Structure Number: 82SR0340019, Location: .6 M N JCT SR34&SR358 (Lat: 36.594167, Lng: -82.186400), Route carried "on" structure: City street 3913, Year Built: 1986, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,760 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 2,816 (year 2028), Design Load: HS 20, Features Intersected: EAST FORK BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, 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 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: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82SR0930011, Location: 2.25 MI.SE.OF KINGSPORT (Lat: 36.502200, Lng: -82.563717), Route carried "on" structure: State highway 93, Year Built: 1965, Year Reconstructed: 1981, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 24,140 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 37,424 (year 2028), Design Load: HS 20, Features Intersected: HORSE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.994, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 82SR3580003, Location: IN BRISTOLE EAST OF SR 34 (Lat: 36.583750, Lng: -82.185083), Route carried "on" structure: State highway 358, Year Built: 1984, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 10,330 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 16,240 (year 2028), Design Load: HS 20, Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.128, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Good, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $34,000, Total Project Cost: $499,000 ( Estimate for 2008) Find on map >>
Structure Number: 82SR3940009, Location: IN THE CITY OF BRISTOL (Lat: 36.527350, Lng: -82.209600), Route carried "on" structure: State highway 394, Year Built: 1992, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 7,770 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 10,784 (year 2028), Design Load: HS 20, Features Intersected: NFA 1378 & SOUTHERN RWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.685, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: 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: April 2007, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82SR394001, Location: IN THE CITY OF BRISTOL (Lat: 36.527517, Lng: -82.209450), Route carried "on" structure: State highway 394, Year Built: 1992, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 7,770 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 10,784 (year 2028), Design Load: HS 20, Features Intersected: NFA 1378 & SOUTHERN RWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.685, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: 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: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82SR3940011, Location: IN THE CITY OF BRISTOL (Lat: 36.542950, Lng: -82.172350), Route carried "on" structure: State highway 394, Year Built: 1991, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 7,770 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 10,784 (year 2028), Design Load: HS 20, Features Intersected: SR 358 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82SR3940012, Location: IN THE CITY OF BRISTOL (Lat: 36.543067, Lng: -82.172250), Route carried "on" structure: State highway 394, Year Built: 1991, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 7,770 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 10,784 (year 2028), Design Load: HS 20, Features Intersected: SR 358 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior 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: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82I00810037, Location: JUST SW OF I81-US11W EXIT (Lat: 36.581667, Lng: -82.266667), Route carried "under" structure: City street 4519, Year Built: 1976, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 2,940 (year 2007), Truck Traffic: 4%, Features Intersected: I81 RT LN, Facility Carried by Structure: I81 RT LN Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 1.947, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 82I00810038, Location: JUST SW OF I81-US11W EXIT (Lat: 36.581667, Lng: -82.266667), Route carried "under" structure: City street 4519, Year Built: 1979, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 2,940 (year 2007), Truck Traffic: 4%, Features Intersected: I81 LF LN, Facility Carried by Structure: I81 LF LN Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.198, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 82SR0340013, Location: S OF DOWNTOWN BRISTOL (Lat: 36.555800, Lng: -82.215317), Route carried "under" structure: County highway 1378, Year Built: 1963, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 8,880 (year 2007), Truck Traffic: 5%, Features Intersected: SR 34, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 14.581, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 82SR3940009, Location: IN THE CITY OF BRISTOL (Lat: 36.526900, Lng: -82.209600), Route carried "under" structure: County highway 1378, Year Built: 1992, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 3,290 (year 2007), Truck Traffic: 5%, Features Intersected: NFA 1378 & SOUTHERN RWY, Facility Carried by Structure: FAP 394 Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 7.403, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft) Find on map >>
Structure Number: 82SR394001, Location: IN THE CITY OF BRISTOL (Lat: 36.527517, Lng: -82.209450), Route carried "under" structure: County highway 1378, Year Built: 1992, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 3,290 (year 2007), Truck Traffic: 5%, Features Intersected: NFA 1378 & SOUTHERN RWY, Facility Carried by Structure: FAP 394 Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 7.435, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft) Find on map >>
Structure Number: 82SR3940011, Location: IN THE CITY OF BRISTOL (Lat: 36.542950, Lng: -82.172350), Route carried "under" structure: State highway 358, Year Built: 1991, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 8,410 (year 2007), Truck Traffic: 5%, Features Intersected: SR 358, Facility Carried by Structure: FAP 394 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 9.817, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: 82SR3940012, Location: IN THE CITY OF BRISTOL (Lat: 36.543067, Lng: -82.172250), Route carried "under" structure: State highway 358, Year Built: 1991, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 8,410 (year 2007), Truck Traffic: 5%, Features Intersected: SR 358, Facility Carried by Structure: FAP 394 Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 9.849, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft) Discuss this city on our hugely popular Tennessee forum Back to: Bristol, TN, Tennessee, All US cities.
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