Bridge Statistics for East Ridge, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 220ft / 67.4mTotal length
- $8,340,000Total costs
- 873,301Total average daily traffic
- 162,644Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for East Ridge
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 71950-1959
- 71960-1969
- 31970-1979
- 21990-1999
- 32020-2022
- Bridge Condition - Deck
- 16.7%Very good
- 41.7%Good
- 41.7%Satisfactory
- Bridge Condition - Superstructure
- 8.3%Very good
- 41.7%Good
- 25.0%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 16.7%Very good
- 41.7%Good
- 8.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 18.2%Very good
- 36.4%Good
- 27.3%Satisfactory
- 18.2%Fair
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Fair
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Structure Number: 33040220001, Location: 0.5 MI S OF GA TN ST LI (Lat: 34.990900, Lng: -85.252350), Route carried "on" structure: City street 4022, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,874 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,376 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 33040220001, Location: 0.5 MI S OF GA TN ST LI (Lat: 34.990900, Lng: -85.252350), Route carried "on" structure: City street 4022, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,874 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,376 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 330B7810001, Location: IN CITY OF EAST RIDGE (Lat: 35.002283, Lng: -85.225950), Route carried "on" structure: City street 781, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 850 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,360 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.678, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $13,000, Total Project Cost: $185,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330B7810001, Location: IN CITY OF EAST RIDGE (Lat: 35.002283, Lng: -85.225950), Route carried "on" structure: City street 781, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 850 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,360 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.678, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $13,000, Total Project Cost: $185,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330B8260001, Location: IN THE CITY OF EAST RIDGE (Lat: 34.997567, Lng: -85.200283), Route carried "on" structure: City street 826, Year Built: 1992, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,250 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: W CHICKAMAUGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.978, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 330B8260001, Location: IN THE CITY OF EAST RIDGE (Lat: 34.997567, Lng: -85.200283), Route carried "on" structure: City street 826, Year Built: 1992, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,250 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HS 20, Features Intersected: W CHICKAMAUGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.978, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 330B8890001, Location: IN CITY OF EAST RIDGE (Lat: 34.988833, Lng: -85.226267), Route carried "on" structure: City street 889, Year Built: 1955, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,520 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,432 (year 2040), Design Load: H 15, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.325, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $21,000, Total Project Cost: $304,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330B8890001, Location: IN CITY OF EAST RIDGE (Lat: 34.988833, Lng: -85.226267), Route carried "on" structure: City street 889, Year Built: 1955, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,520 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,432 (year 2040), Design Load: H 15, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.325, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $21,000, Total Project Cost: $304,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330B9130001, Location: NEAR GEORGIA STATE LINE (Lat: 34.985400, Lng: -85.245550), Route carried "on" structure: City street 913, Year Built: 1998, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.904, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330B9130001, Location: NEAR GEORGIA STATE LINE (Lat: 34.985400, Lng: -85.245550), Route carried "on" structure: City street 913, Year Built: 1998, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.904, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330B9650001, Location: IN CITY OF EAST RIDGE (Lat: 34.991350, Lng: -85.252883), Route carried "on" structure: City street 965, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.047, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 330B9650001, Location: IN CITY OF EAST RIDGE (Lat: 34.991350, Lng: -85.252883), Route carried "on" structure: City street 965, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.047, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 33I00240053, Location: MISSIONARY RIDGE AREA (Lat: 35.020850, Lng: -85.259967), Route carried "on" structure: City street 4148, Year Built: 1963, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 2,554 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,072 (year 2041), Design Load: HS 20+Mod, Features Intersected: S. SEMINOLE DR. / I-24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.263, Lanes on structure: 2, Lanes under structure: 6, 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: 5, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $33,000, Total Project Cost: $491,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 33I00240053, Location: MISSIONARY RIDGE AREA (Lat: 35.020850, Lng: -85.259967), Route carried "on" structure: City street 4148, Year Built: 1963, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 2,554 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,072 (year 2041), Design Load: HS 20+Mod, Features Intersected: S. SEMINOLE DR. / I-24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.263, Lanes on structure: 2, Lanes under structure: 6, 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: 5, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $33,000, Total Project Cost: $491,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33I00240059, Location: 1 MI.W.OF I-75 JCT. (Lat: 35.006283, Lng: -85.231700), Route carried "on" structure: City street 3578, Year Built: 1964, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 11,207 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,931 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-24, Facility Carried by Structure: S. MOORE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.36m (20.87ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $2,933,000, Roadway Improvement Cost: $294,000, Total Project Cost: $4,400,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33I00240059, Location: 1 MI.W.OF I-75 JCT. (Lat: 35.006283, Lng: -85.231700), Route carried "on" structure: City street 3578, Year Built: 1964, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 11,207 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,931 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-24, Facility Carried by Structure: S. MOORE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.36m (20.87ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $2,933,000, Roadway Improvement Cost: $294,000, Total Project Cost: $4,400,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33I00240061, Location: IN EAST RIDGE (Lat: 35.004817, Lng: -85.227067), Route carried "on" structure: City street 3610, Year Built: 1959, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 7,735 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,176 (year 2041), Design Load: HS 20+Mod, Features Intersected: MCBRIEN RD / I-24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33I00240061, Location: IN EAST RIDGE (Lat: 35.004817, Lng: -85.227067), Route carried "on" structure: City street 3610, Year Built: 1959, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 7,735 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,176 (year 2041), Design Load: HS 20+Mod, Features Intersected: MCBRIEN RD / I-24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33I00750003, Location: 1 MI. N OF GA STATE LINE (Lat: 34.990133, Lng: -85.203583), Route carried "on" structure: US 41, Year Built: 1959, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 25,378 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 43,040 (year 2040), Design Load: HS 20, Features Intersected: I75, Facility Carried by Structure: FAU 8 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $26,000, Total Project Cost: $379,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33I00750003, Location: 1 MI. N OF GA STATE LINE (Lat: 34.990133, Lng: -85.203583), Route carried "on" structure: US 41, Year Built: 1959, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 25,378 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 43,040 (year 2040), Design Load: HS 20, Features Intersected: I75, Facility Carried by Structure: FAU 8 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $26,000, Total Project Cost: $379,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33I00750004, Location: 1 MI N OF GA STATE LINE (Lat: 34.989950, Lng: -85.203467), Route carried "on" structure: US 41, Year Built: 1959, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 25,378 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 43,040 (year 2040), Design Load: HS 20, Features Intersected: I75, Facility Carried by Structure: FAU 8 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $791,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33I00750004, Location: 1 MI N OF GA STATE LINE (Lat: 34.989950, Lng: -85.203467), Route carried "on" structure: US 41, Year Built: 1959, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 25,378 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 43,040 (year 2040), Design Load: HS 20, Features Intersected: I75, Facility Carried by Structure: FAU 8 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $791,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33I00750085, Location: I-24 I-75 JUNCTION (Lat: 34.996483, Lng: -85.207467), Route carried "on" structure: Ramp Interstate 75, Year Built: 2021, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 93,493 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 149,589 (year 2042), Design Load: HL 93, Features Intersected: I-75 RAMP G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.304, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33I00750085, Location: I-24 I-75 JUNCTION (Lat: 34.996483, Lng: -85.207467), Route carried "on" structure: Ramp Interstate 75, Year Built: 2021, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 93,493 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 149,589 (year 2042), Design Load: HL 93, Features Intersected: I-75 RAMP G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.304, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33I00750093, Location: JCT OF I75 AND I24 (Lat: 35.001133, Lng: -85.210267), Route carried "on" structure: Interstate 75, Year Built: 2020, Status: Not yet open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 93,493 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 181,392 (year 2040), Design Load: HL 93, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33I00750093, Location: JCT OF I75 AND I24 (Lat: 35.001133, Lng: -85.210267), Route carried "on" structure: Interstate 75, Year Built: 2020, Status: Not yet open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 93,493 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 181,392 (year 2040), Design Load: HL 93, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33L35740003, Location: E.38TH ST.IN CHATTANOOGA (Lat: 35.003667, Lng: -85.306050), Route carried "on" structure: City street 3574, Year Built: 1972, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 6,893 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,029 (year 2042), Design Load: HS 20, Features Intersected: CHATTANOOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 33L35740003, Location: E.38TH ST.IN CHATTANOOGA (Lat: 35.003667, Lng: -85.306050), Route carried "on" structure: City street 3574, Year Built: 1972, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 6,893 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,029 (year 2042), Design Load: HS 20, Features Intersected: CHATTANOOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33L35780001, Location: IN EAST RIDGE (Lat: 35.003533, Lng: -85.233333), Route carried "on" structure: City street 3578, Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 11,207 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,032 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 33L35780001, Location: IN EAST RIDGE (Lat: 35.003533, Lng: -85.233333), Route carried "on" structure: City street 3578, Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 11,207 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,032 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 33SR0080001, Location: .5 MI.N.OF GEORGIA LINE (Lat: 34.989317, Lng: -85.194900), Route carried "on" structure: US 41, Year Built: 1976, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 12,054 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 21,904 (year 2041), Design Load: HS 20, Features Intersected: CHICKAMAUGA CREEK, Facility Carried by Structure: FAU 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33SR0080001, Location: .5 MI.N.OF GEORGIA LINE (Lat: 34.989317, Lng: -85.194900), Route carried "on" structure: US 41, Year Built: 1976, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 12,054 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 21,904 (year 2041), Design Load: HS 20, Features Intersected: CHICKAMAUGA CREEK, Facility Carried by Structure: FAU 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33SR0080003, Location: 1.06 MI. W OF I-75 JCT. (Lat: 34.990917, Lng: -85.222067), Route carried "on" structure: US 41, Year Built: 1930, Year Reconstructed: 1962, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 18,247 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 35,600 (year 2041), Design Load: H 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: FAU 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,790,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33SR0080003, Location: 1.06 MI. W OF I-75 JCT. (Lat: 34.990917, Lng: -85.222067), Route carried "on" structure: US 41, Year Built: 1930, Year Reconstructed: 1962, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 18,247 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 35,600 (year 2041), Design Load: H 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: FAU 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.2m (92.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,790,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33I00240053, Location: IN CHATTANOOGA (Lat: 35.020850, Lng: -85.259967), Route carried "under" structure: Interstate 24, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 83,722 (year 2020), Truck Traffic: 21%, Features Intersected: FAU 4148 (S. SEMINOLE), Facility Carried by Structure: FAU 4148
Minimum Vertical Clearance: 7.26m (23.82ft), Kilometerpoint: 18.427, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 33I00240053, Location: IN CHATTANOOGA (Lat: 35.020850, Lng: -85.259967), Route carried "under" structure: Interstate 24, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 83,722 (year 2020), Truck Traffic: 21%, Features Intersected: FAU 4148 (S. SEMINOLE), Facility Carried by Structure: FAU 4148
Minimum Vertical Clearance: 7.26m (23.82ft), Kilometerpoint: 18.427, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 33I00240059, Location: IN EAST RIDGE (Lat: 35.006283, Lng: -85.231700), Route carried "under" structure: Interstate 24, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 102,680 (year 2020), Truck Traffic: 18%, Features Intersected: FAU 3578 (S. MOORE RD.), Facility Carried by Structure: FAU 3578
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 21.469, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 33I00240059, Location: IN EAST RIDGE (Lat: 35.006283, Lng: -85.231700), Route carried "under" structure: Interstate 24, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 102,680 (year 2020), Truck Traffic: 18%, Features Intersected: FAU 3578 (S. MOORE RD.), Facility Carried by Structure: FAU 3578
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 21.469, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 33I00240061, Location: NEAR I-75 JCT. (Lat: 35.004817, Lng: -85.227067), Route carried "under" structure: Interstate 24, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 102,680 (year 2020), Truck Traffic: 18%, Features Intersected: FAU 3610 (MCBRIEN RD), Facility Carried by Structure: FAU 3610
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 21.935, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 33I00240061, Location: NEAR I-75 JCT. (Lat: 35.004817, Lng: -85.227067), Route carried "under" structure: Interstate 24, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 102,680 (year 2020), Truck Traffic: 18%, Features Intersected: FAU 3610 (MCBRIEN RD), Facility Carried by Structure: FAU 3610
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 21.935, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 33I00750003, Location: 0.3 MI N OF GA STATE LINE (Lat: 34.990133, Lng: -85.203583), Route carried "under" structure: Interstate 75, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 93,493 (year 2020), Truck Traffic: 22%, Features Intersected: SR 8, Facility Carried by Structure: FAU 8 NBL
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.499, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 33I00750003, Location: 0.3 MI N OF GA STATE LINE (Lat: 34.990133, Lng: -85.203583), Route carried "under" structure: Interstate 75, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 93,493 (year 2020), Truck Traffic: 22%, Features Intersected: SR 8, Facility Carried by Structure: FAU 8 NBL
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.499, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 33I00750004, Location: 0.3 MI N OF GA STATE LINE (Lat: 34.989950, Lng: -85.203467), Route carried "under" structure: Interstate 75, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 82,820 (year 2020), Truck Traffic: 24%, Features Intersected: SR 8, Facility Carried by Structure: FAU 8 SBL
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.467, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 33I00750004, Location: 0.3 MI N OF GA STATE LINE (Lat: 34.989950, Lng: -85.203467), Route carried "under" structure: Interstate 75, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 82,820 (year 2020), Truck Traffic: 24%, Features Intersected: SR 8, Facility Carried by Structure: FAU 8 SBL
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.467, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 33I00750085, Location: I24 I75 JUNCTION (Lat: 34.996700, Lng: -85.207700), Route carried "under" structure: Ramp Interstate 75, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 93,493 (year 2020), Truck Traffic: 22%, Features Intersected: I-75 RAMP
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 1.304, Lanes on structure: 10, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 33I00750085, Location: I24 I75 JUNCTION (Lat: 34.996700, Lng: -85.207700), Route carried "under" structure: Ramp Interstate 75, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 93,493 (year 2020), Truck Traffic: 22%, Features Intersected: I-75 RAMP
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 1.304, Lanes on structure: 10, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)