Bridge Statistics for Ewing, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 92ft / 28.1mTotal length
- $658,000Total costs
- 17,774Total average daily traffic
- 698Total average daily truck traffic
- 21,344Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ewing
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 11960-1969
- 11970-1979
- 71990-1999
- 12000-2009
- Bridge Condition - Deck
- 58.3%Good
- 25.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 16.7%Satisfactory
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Substructure
- 33.3%Good
- 41.7%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 6.7%Very good
- 26.7%Good
- 40.0%Satisfactory
- 26.7%Fair
Find on map >> Show street view
Structure Number: 10701, Location: 2.5 RTE.744; 0.05 RTE.687 (Lat: 36.630200, Lng: -83.456464), Route carried "on" structure: Business US 58, Year Built: 1931, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,242 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,366 (year 2040), Design Load: H 15, Features Intersected: INDIAN CREEK, Facility Carried by Structure: Dr.ThomasWalker Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $19,000, Total Project Cost: $285,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10701, Location: 2.5 RTE.744; 0.05 RTE.687 (Lat: 36.630200, Lng: -83.456464), Route carried "on" structure: Business US 58, Year Built: 1931, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,242 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,366 (year 2040), Design Load: H 15, Features Intersected: INDIAN CREEK, Facility Carried by Structure: Dr.ThomasWalker Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $19,000, Total Project Cost: $285,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10702, Location: 0.16 FR 690 - 0.25 TO 684 (Lat: 36.629500, Lng: -83.505661), Route carried "on" structure: US 58, Year Built: 1995, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 1,930 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,703 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK, Facility Carried by Structure: WILDERNESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.560, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10702, Location: 0.16 FR 690 - 0.25 TO 684 (Lat: 36.629500, Lng: -83.505661), Route carried "on" structure: US 58, Year Built: 1995, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 1,930 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,703 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK, Facility Carried by Structure: WILDERNESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.560, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 10925, Location: 0.10 TO BUSS 58;0.0 END M (Lat: 36.633581, Lng: -83.445819), Route carried "on" structure: County highway 684, Year Built: 1961, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 199 (year 2018), Average Future Daily Traffic: 221 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK, Facility Carried by Structure: BEULAH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.238, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $10,000, Total Project Cost: $105,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10925, Location: 0.10 TO BUSS 58;0.0 END M (Lat: 36.633581, Lng: -83.445819), Route carried "on" structure: County highway 684, Year Built: 1961, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 199 (year 2018), Average Future Daily Traffic: 221 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK, Facility Carried by Structure: BEULAH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.238, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $10,000, Total Project Cost: $105,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10928, Location: 0.00 FR. 687;0.95 TO 686 (Lat: 36.623364, Lng: -83.456236), Route carried "on" structure: County highway 685, Year Built: 1974, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 224 (year 2018), Average Future Daily Traffic: 249 (year 2040), Design Load: HS 20+Mod, Features Intersected: LICK BRANCH, Facility Carried by Structure: Lick Branch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10928, Location: 0.00 FR. 687;0.95 TO 686 (Lat: 36.623364, Lng: -83.456236), Route carried "on" structure: County highway 685, Year Built: 1974, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 224 (year 2018), Average Future Daily Traffic: 249 (year 2040), Design Load: HS 20+Mod, Features Intersected: LICK BRANCH, Facility Carried by Structure: Lick Branch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10929, Location: 0.1 FR. 758; 0.30 TO 685 (Lat: 36.627861, Lng: -83.458969), Route carried "on" structure: County highway 687, Year Built: 1932, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 887 (year 2018), Average Future Daily Traffic: 1,277 (year 2040), Features Intersected: INDIAN CREEK, Facility Carried by Structure: FROG LEVEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.416, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $5,000, Total Project Cost: $39,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10929, Location: 0.1 FR. 758; 0.30 TO 685 (Lat: 36.627861, Lng: -83.458969), Route carried "on" structure: County highway 687, Year Built: 1932, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 887 (year 2018), Average Future Daily Traffic: 1,277 (year 2040), Features Intersected: INDIAN CREEK, Facility Carried by Structure: FROG LEVEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.416, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $5,000, Total Project Cost: $39,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1093, Location: .25 FR 685 - .20 TO 58 (Lat: 36.628072, Lng: -83.458933), Route carried "on" structure: County highway 687, Year Built: 1932, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 887 (year 2018), Average Future Daily Traffic: 1,277 (year 2040), Design Load: H 15, Features Intersected: LICK BRANCH, Facility Carried by Structure: Frog Level Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.368, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $20,000, Total Project Cost: $130,000 ( Estimate for 2036), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1093, Location: .25 FR 685 - .20 TO 58 (Lat: 36.628072, Lng: -83.458933), Route carried "on" structure: County highway 687, Year Built: 1932, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 887 (year 2018), Average Future Daily Traffic: 1,277 (year 2040), Design Load: H 15, Features Intersected: LICK BRANCH, Facility Carried by Structure: Frog Level Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.368, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $20,000, Total Project Cost: $130,000 ( Estimate for 2036), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1095, Location: 0.05 RT58;0.0 TO Bus.58 (Lat: 36.637172, Lng: -83.431697), Route carried "on" structure: County highway 724, Year Built: 1932, Year Reconstructed: 1994, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 841 (year 2018), Average Future Daily Traffic: 934 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1095, Location: 0.05 RT58;0.0 TO Bus.58 (Lat: 36.637172, Lng: -83.431697), Route carried "on" structure: County highway 724, Year Built: 1932, Year Reconstructed: 1994, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 841 (year 2018), Average Future Daily Traffic: 934 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10971, Location: 0.10 FR TN; 2.45 TO 683 (Lat: 36.598006, Lng: -83.406311), Route carried "on" structure: County highway 744, Year Built: 1932, Year Reconstructed: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 231 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 254 (year 2040), Design Load: HS 20+Mod, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: Willow Tree Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10971, Location: 0.10 FR TN; 2.45 TO 683 (Lat: 36.598006, Lng: -83.406311), Route carried "on" structure: County highway 744, Year Built: 1932, Year Reconstructed: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 231 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 254 (year 2040), Design Load: HS 20+Mod, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: Willow Tree Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 23182, Location: 0.01 FR 707 & 0.18 TO 690 (Lat: 36.627831, Lng: -83.502161), Route carried "on" structure: County highway 684, Year Built: 1991, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 231 (year 2018), Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CK @ CAYLOR-AREA, Facility Carried by Structure: Norrac Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23182, Location: 0.01 FR 707 & 0.18 TO 690 (Lat: 36.627831, Lng: -83.502161), Route carried "on" structure: County highway 684, Year Built: 1991, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 231 (year 2018), Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CK @ CAYLOR-AREA, Facility Carried by Structure: Norrac Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 24321, Location: 0.16 FR. 690; 0.25 TO 684 (Lat: 36.629389, Lng: -83.505225), Route carried "on" structure: Business US 58, Year Built: 1995, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 1,930 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,703 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 24321, Location: 0.16 FR. 690; 0.25 TO 684 (Lat: 36.629389, Lng: -83.505225), Route carried "on" structure: Business US 58, Year Built: 1995, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 1,930 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,703 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $5,000, Total Project Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 24969, Location: 14.9 TO 25 & 19.16 JONES (Lat: 36.643217, Lng: -83.415303), Route carried "on" structure: Business US 58, Year Built: 1996, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,242 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,366 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.639, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24969, Location: 14.9 TO 25 & 19.16 JONES (Lat: 36.643217, Lng: -83.415303), Route carried "on" structure: Business US 58, Year Built: 1996, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,242 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,366 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.639, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 27994, Location: .22 FR RT684-.80 TO RT735 (Lat: 36.628053, Lng: -83.493664), Route carried "on" structure: County highway 690, Year Built: 2004, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 228 (year 2018), Average Future Daily Traffic: 253 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: KESTERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27994, Location: .22 FR RT684-.80 TO RT735 (Lat: 36.628053, Lng: -83.493664), Route carried "on" structure: County highway 690, Year Built: 2004, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 228 (year 2018), Average Future Daily Traffic: 253 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: KESTERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 2958, Location: 0.6 TO 907; 0.7. TO 58B (Lat: 36.629639, Lng: -83.460917), Route carried "on" structure: US 58, Year Built: 1996, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 4,454 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,854 (year 2040), Design Load: HS 20+Mod, Features Intersected: Indian Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 2958, Location: 0.6 TO 907; 0.7. TO 58B (Lat: 36.629639, Lng: -83.460917), Route carried "on" structure: US 58, Year Built: 1996, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 4,454 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,854 (year 2040), Design Load: HS 20+Mod, Features Intersected: Indian Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Find on map >> Show street view
Structure Number: 29584, Location: 0.01 TO 58; 0.09 TO 58B (Lat: 36.648011, Lng: -83.411139), Route carried "on" structure: County highway 879, Year Built: 1996, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 171 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 246 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $34,000 ( Estimate for 2016)
Structure Number: 29584, Location: 0.01 TO 58; 0.09 TO 58B (Lat: 36.648011, Lng: -83.411139), Route carried "on" structure: County highway 879, Year Built: 1996, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 171 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 246 (year 2040), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $34,000 ( Estimate for 2016)
Find on map >> Show street view
Structure Number: 29585, Location: 0.20 to R724;0.6 fr R897 (Lat: 36.637272, Lng: -83.435514), Route carried "on" structure: US 58, Year Built: 1994, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 3,077 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,385 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROARING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $5,000, Total Project Cost: $20,000 ( Estimate for 2016)
Structure Number: 29585, Location: 0.20 to R724;0.6 fr R897 (Lat: 36.637272, Lng: -83.435514), Route carried "on" structure: US 58, Year Built: 1994, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 3,077 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,385 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROARING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $5,000, Total Project Cost: $20,000 ( Estimate for 2016)