Bridge Statistics for Chattanooga Valley, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 157ft / 47.7mTotal length
- $9,352,000Total costs
- 35,450Total average daily traffic
- 539Total average daily truck traffic
- 53,075Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Chattanooga Valley
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 21970-1979
- 81980-1989
- 22010-2019
- Bridge Condition - Deck
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 40.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- Bridge Condition - Substructure
- 60.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 21.4%Very good
- 28.6%Good
- 35.7%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 835028, Location: 5.5 MI NE OF TRENTON (Lat: 34.901097, Lng: -85.418947), Route carried "on" structure: County highway 77, Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: TUCKER BRANCH, Facility Carried by Structure: TUCKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
Structure Number: 835028, Location: 5.5 MI NE OF TRENTON (Lat: 34.901097, Lng: -85.418947), Route carried "on" structure: County highway 77, Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: TUCKER BRANCH, Facility Carried by Structure: TUCKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
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Structure Number: 2950021, Location: 6.7 MI NW OF CHICKAMAUGA (Lat: 34.905128, Lng: -85.401300), Route carried "on" structure: State highway 157, Year Built: 1967, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 1,260 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,890 (year 2031), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 2, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2950021, Location: 6.7 MI NW OF CHICKAMAUGA (Lat: 34.905128, Lng: -85.401300), Route carried "on" structure: State highway 157, Year Built: 1967, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 1,260 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,890 (year 2031), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 2, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2950028, Location: 6.1 MI NW OF CHICKAMAUGA (Lat: 34.951058, Lng: -85.341078), Route carried "on" structure: County highway 838, Year Built: 1955, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,240 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,360 (year 2031), Design Load: H 15, Features Intersected: ROCK CREEK, Facility Carried by Structure: CHATTANOOGA VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2950028, Location: 6.1 MI NW OF CHICKAMAUGA (Lat: 34.951058, Lng: -85.341078), Route carried "on" structure: County highway 838, Year Built: 1955, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,240 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,360 (year 2031), Design Load: H 15, Features Intersected: ROCK CREEK, Facility Carried by Structure: CHATTANOOGA VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2950033, Location: 4.6 MI NW OF CHICKAMAUGA (Lat: 34.923058, Lng: -85.345908), Route carried "on" structure: State highway 341, Year Built: 1986, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,310 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 4,965 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,172,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2950033, Location: 4.6 MI NW OF CHICKAMAUGA (Lat: 34.923058, Lng: -85.345908), Route carried "on" structure: State highway 341, Year Built: 1986, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,310 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 4,965 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,172,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2950042, Location: 6.1 MI NW OF CHICKAMAUGA (Lat: 34.897597, Lng: -85.393358), Route carried "on" structure: County highway 1566, Year Built: 1972, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,120 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,180 (year 2031), Design Load: HS 20+Mod, Features Intersected: LONG BRANCH, Facility Carried by Structure: NICK-A-JACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
Structure Number: 2950042, Location: 6.1 MI NW OF CHICKAMAUGA (Lat: 34.897597, Lng: -85.393358), Route carried "on" structure: County highway 1566, Year Built: 1972, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,120 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,180 (year 2031), Design Load: HS 20+Mod, Features Intersected: LONG BRANCH, Facility Carried by Structure: NICK-A-JACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
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Structure Number: 2950043, Location: 4.3 MI NW OF CHICKAMAUGA (Lat: 34.911528, Lng: -85.351169), Route carried "on" structure: County highway 1566, Year Built: 1982, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 870 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,305 (year 2031), Features Intersected: CHATTANOOGA CREEK, Facility Carried by Structure: NICK-A-JACK LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2950043, Location: 4.3 MI NW OF CHICKAMAUGA (Lat: 34.911528, Lng: -85.351169), Route carried "on" structure: County highway 1566, Year Built: 1982, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 870 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,305 (year 2031), Features Intersected: CHATTANOOGA CREEK, Facility Carried by Structure: NICK-A-JACK LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2950052, Location: 5 MI SW OF ROSSVILLE (Lat: 34.928550, Lng: -85.344519), Route carried "on" structure: State highway 193, Year Built: 1984, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 4,800 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,200 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $42,000, Total Project Cost: $633,000
Structure Number: 2950052, Location: 5 MI SW OF ROSSVILLE (Lat: 34.928550, Lng: -85.344519), Route carried "on" structure: State highway 193, Year Built: 1984, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 4,800 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,200 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $42,000, Total Project Cost: $633,000
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Structure Number: 2950053, Location: 5 MI SW OF ROSSVILLE (Lat: 34.929778, Lng: -85.343258), Route carried "on" structure: State highway 193, Year Built: 1984, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,800 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,200 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000
Structure Number: 2950053, Location: 5 MI SW OF ROSSVILLE (Lat: 34.929778, Lng: -85.343258), Route carried "on" structure: State highway 193, Year Built: 1984, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,800 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,200 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000
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Structure Number: 2950054, Location: 3.5 MI SW OF ROSSVILLE (Lat: 34.957339, Lng: -85.334800), Route carried "on" structure: State highway 193, Year Built: 1984, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,240 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,860 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.234, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,172,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2950054, Location: 3.5 MI SW OF ROSSVILLE (Lat: 34.957339, Lng: -85.334800), Route carried "on" structure: State highway 193, Year Built: 1984, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 7,240 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,860 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.234, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,172,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2950055, Location: 6 MI NW OF CHICKAMAUGA (Lat: 34.949608, Lng: -85.336108), Route carried "on" structure: County highway 2925, Year Built: 1984, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,840 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK, Facility Carried by Structure: BURNT MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,172,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2950055, Location: 6 MI NW OF CHICKAMAUGA (Lat: 34.949608, Lng: -85.336108), Route carried "on" structure: County highway 2925, Year Built: 1984, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,840 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK, Facility Carried by Structure: BURNT MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,172,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2955056, Location: 3.7 MI NW OF CHICKAMAUGA (Lat: 34.886128, Lng: -85.355328), Route carried "on" structure: County highway 235, Year Built: 1982, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 210 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 315 (year 2031), Features Intersected: CHATTANOOGA CREEK, Facility Carried by Structure: O. CHATTANOOGA VAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2955056, Location: 3.7 MI NW OF CHICKAMAUGA (Lat: 34.886128, Lng: -85.355328), Route carried "on" structure: County highway 235, Year Built: 1982, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 210 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 315 (year 2031), Features Intersected: CHATTANOOGA CREEK, Facility Carried by Structure: O. CHATTANOOGA VAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2955059, Location: 6.9 MI NW OF CHICKAMAUGA (Lat: 34.891689, Lng: -85.410797), Route carried "on" structure: County highway 392, Year Built: 1977, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 350 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 525 (year 2031), Features Intersected: ROCK CREEK, Facility Carried by Structure: VULCAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.48m (136.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2955059, Location: 6.9 MI NW OF CHICKAMAUGA (Lat: 34.891689, Lng: -85.410797), Route carried "on" structure: County highway 392, Year Built: 1977, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 350 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 525 (year 2031), Features Intersected: ROCK CREEK, Facility Carried by Structure: VULCAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.48m (136.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 295511, Location: 4.2 MI SW OF ROSSVILLE (Lat: 34.941497, Lng: -85.339458), Route carried "on" structure: County highway 835, Year Built: 2012, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,600 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 3,900 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK, Facility Carried by Structure: HAPPY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 295511, Location: 4.2 MI SW OF ROSSVILLE (Lat: 34.941497, Lng: -85.339458), Route carried "on" structure: County highway 835, Year Built: 2012, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,600 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 3,900 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK, Facility Carried by Structure: HAPPY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2955111, Location: 4 MI SW OF ROSSVILLE (Lat: 34.941358, Lng: -85.337739), Route carried "on" structure: County highway 835, Year Built: 2012, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,600 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 3,800 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK O/F, Facility Carried by Structure: HAPPY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $597,000, Roadway Improvement Cost: $60,000, Total Project Cost: $895,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2955111, Location: 4 MI SW OF ROSSVILLE (Lat: 34.941358, Lng: -85.337739), Route carried "on" structure: County highway 835, Year Built: 2012, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,600 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 3,800 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTANOOGA CREEK O/F, Facility Carried by Structure: HAPPY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $597,000, Roadway Improvement Cost: $60,000, Total Project Cost: $895,000, Deck Structure Type: Concrete Cast-file-Place