Bridge Statistics for Chattanooga, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 33004380005,  Location: .01 MI EAST OF US 27 (Lat: 35.247800,  Lng: -85.178817),  Route carried "on" structure: City street 1126,  Year Built: 1976,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 10,479 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,720 (year 2039),  Design Load: HS 20,  Features Intersected: POE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.467,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 33006030001,  Location: SR-319 / TENN. RIVER (Lat: 35.097917,  Lng: -85.251317),  Route carried "on" structure: State highway 319,  Year Built: 1976,  Status: Open,  Structure Length: 40.90m (134.19ft),  Average Daily Traffic: 18,080 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 28,928 (year 2042),  Design Load: H 20,  Features Intersected: TENNESSEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.573,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 23.0m (75.5ft), Horizontal Clearance: 138.6m (454.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 146.3m (480.0ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 52.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.90m (134.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $51,767,000,  Roadway Improvement Cost: $5,177,000,  Total Project Cost: $77,651,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 33006030003,  Location: 0.12 MI. S OF TENN. RIVER (Lat: 35.096600,  Lng: -85.250317),  Route carried "on" structure: State highway 319,  Year Built: 1981,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 18,080 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 28,928 (year 2042),  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33006030015,  Location: .5 MI. N. OF TN. RV. (Lat: 35.103800,  Lng: -85.254733),  Route carried "on" structure: State highway 319,  Year Built: 1978,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 18,080 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 28,928 (year 2042),  Design Load: H 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.297,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33006030017,  Location: 1.0 MI. N. OF TN. RV. (Lat: 35.111717,  Lng: -85.250933),  Route carried "on" structure: State highway 319,  Year Built: 1978,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 12,649 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,238 (year 2042),  Design Load: HS 20,  Features Intersected: FAU 3542
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.246,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 50.9m (167.0ft),  Out-to-Out Width: 51.5m (169.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.2 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: 37.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33006030019,  Location: 1.4 MI. N. TENN. RIVER (Lat: 35.116783,  Lng: -85.248483),  Route carried "on" structure: State highway 319,  Year Built: 1981,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 27,557 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 44,091 (year 2042),  Design Load: HS 20,  Features Intersected: FAU 3588 & E697
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.842,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33006030021,  Location: 0.24 MI. W OF SR-153 JCT. (Lat: 35.119267,  Lng: -85.240983),  Route carried "on" structure: State highway 319,  Year Built: 1981,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 27,557 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,091 (year 2042),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.614,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $355,000 ( Estimate for 2022)

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Structure Number: 33011450001,  Location: .01 MI WEST OF I75 (Lat: 35.105700,  Lng: -85.052233),  Route carried "on" structure: City street 4975,  Year Built: 1981,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 11,533 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,472 (year 2040),  Design Load: HS 20,  Features Intersected: SMALL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.366,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: Febuary 2022

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Structure Number: 33021990001,  Location: 1 MI EAST OF I24 (Lat: 35.005250,  Lng: -85.378133),  Route carried "on" structure: City street 2199,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,897 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,288 (year 2040),  Design Load: HS 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 33022050001,  Location: 2 MI NW OF I75 (Lat: 35.119717,  Lng: -85.083900),  Route carried "on" structure: County highway 2205,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,293 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,056 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.844,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 9.0m (29.5ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 60.3 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33022050003,  Location: .01 MI NORTH OF I75 (Lat: 35.084717,  Lng: -85.073517),  Route carried "on" structure: County highway 2205,  Year Built: 2009,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 3,293 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,056 (year 2040),  Design Load: HL 93,  Features Intersected: WOLFTEVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.479,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 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: 24.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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 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: 33022070001,  Location: 1 MI NW OF I75 (Lat: 35.140483,  Lng: -85.065933),  Route carried "on" structure: County highway 2207,  Year Built: 1987,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,169 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,752 (year 2040),  Design Load: HS 20,  Features Intersected: ROGERS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.0 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $97,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $146,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33022070003,  Location: 2 MI EAST OF SR 58 (Lat: 35.157233,  Lng: -85.060883),  Route carried "on" structure: County highway 2207,  Year Built: 1940,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,169 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,070 (year 2041),  Design Load: HS 20,  Features Intersected: LONG SAVANNAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.707,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.7 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $864,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,297,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33035460001,  Location: 0VER TN RV IN CHATTANOOGA (Lat: 35.053967,  Lng: -85.303550),  Route carried "on" structure: City street 3546,  Year Built: 1984,  Status: Open,  Structure Length: 79.80m (261.81ft),  Average Daily Traffic: 13,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,440 (year 2041),  Design Load: HS 20,  Features Intersected: TN RIVER & A231 & A267
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 14.6m (47.9ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 8,  Length of Maximum Span: 128.0m (419.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior 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: August 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33035490001,  Location: CNTL BUSINESS DIST-CHATT. (Lat: 35.053100,  Lng: -85.303867),  Route carried "on" structure: City street 3549,  Year Built: 1971,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 2,241 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,586 (year 2042),  Design Load: Pedestrian,  Features Intersected: FAU 3546(GEORGIA AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $372,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $559,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33035520001,  Location: .5 MI. W. 3RD AVE & RR YD (Lat: 35.048950,  Lng: -85.293683),  Route carried "on" structure: City street 3552,  Year Built: 1952,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 13,646 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,834 (year 2042),  Design Load: HS 20,  Features Intersected: ABANDONED SPUR LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $323,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $485,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33035520003,  Location: THIRD ST / CITCO YARDS (Lat: 35.045533,  Lng: -85.284467),  Route carried "on" structure: City street 3552,  Year Built: 2003,  Status: Open,  Structure Length: 26.12m (85.70ft),  Average Daily Traffic: 10,482 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,424 (year 2039),  Design Load: HS 20,  Features Intersected: CITICO YDS & NFA F466
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 50.7m (166.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33035560003,  Location: WILCOX BLVD / RR YARDS (Lat: 35.057350,  Lng: -85.273617),  Route carried "on" structure: City street 3556,  Year Built: 1958,  Status: Posted for load,  Structure Length: 24.99m (81.99ft),  Average Daily Traffic: 13,060 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,856 (year 2041),  Design Load: H 20,  Features Intersected: CSX & NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 24.99m (81.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $7,715,000,  Roadway Improvement Cost: $772,000,  Total Project Cost: $11,573,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33035560004,  Location: WILCOX BLVD / RR YARDS (Lat: 35.057200,  Lng: -85.273433),  Route carried "on" structure: City street 3556,  Year Built: 1954,  Status: Posted for load,  Structure Length: 24.93m (81.79ft),  Average Daily Traffic: 13,060 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,856 (year 2041),  Design Load: H 20,  Features Intersected: CSX & NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 24.93m (81.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $6,740,000,  Roadway Improvement Cost: $675,000,  Total Project Cost: $10,111,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33035560007,  Location: 2 MI SW OF SR 153 (Lat: 35.048583,  Lng: -85.214300),  Route carried "on" structure: City street 3556,  Year Built: 2012,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 16,516 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,992 (year 2039),  Design Load: HL 93,  Features Intersected: CHICKAMAUGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.405,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 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: 32.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 33035560009,  Location: IN CHATTANOOGA (Lat: 35.055950,  Lng: -85.205817),  Route carried "on" structure: City street 3556,  Year Built: 1959,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 15,246 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,192 (year 2039),  Design Load: H 20,  Features Intersected: ABANDONED SPUR LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.612,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.7 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $343,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $515,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33035560011,  Location: IN CHATTANOOGA (Lat: 35.055700,  Lng: -85.203617),  Route carried "on" structure: City street 3556,  Year Built: 1959,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 15,246 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,192 (year 2039),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.821,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $382,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $574,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33035730001,  Location: INTERSECTION 23RDST&4THAV (Lat: 35.018483,  Lng: -85.279017),  Route carried "on" structure: City street 3573,  Year Built: 1970,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 4,065 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,000 (year 2039),  Features Intersected: SMALL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 33036010005,  Location: 1.1 MI S OF SR153 (Lat: 35.080833,  Lng: -85.186300),  Route carried "on" structure: City street 3601,  Year Built: 1982,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 8,728 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,448 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 33036020005,  Location: 0.8 MI S OF SR153 (Lat: 35.034383,  Lng: -85.193717),  Route carried "on" structure: City street 3602,  Year Built: 1969,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 6,430 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,216 (year 2039),  Design Load: HS 20,  Features Intersected: AIRPORT RD. & CSX RR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.543,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 33036030001,  Location: 1.5 MI. N OF SR153 JCT. (Lat: 35.048350,  Lng: -85.165083),  Route carried "on" structure: City street 3603,  Year Built: 2000,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 8,097 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,728 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.830,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33036040003,  Location: IN BRAINERD (Lat: 35.057267,  Lng: -85.163533),  Route carried "on" structure: City street 3604,  Year Built: 1984,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 6,490 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,472 (year 2039),  Design Load: HS 20,  Features Intersected: POE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.819,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.1 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33036040009,  Location: IN EAST BRAINERD (Lat: 35.052650,  Lng: -85.143333),  Route carried "on" structure: City street 3604,  Year Built: 1960,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,250 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,600 (year 2039),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.509,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $145,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33036040011,  Location: IN EAST BRAINERD (Lat: 35.051567,  Lng: -85.137233),  Route carried "on" structure: City street 3604,  Year Built: 1982,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,490 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,912 (year 2039),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.706,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 64.8 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $109,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33036070001,  Location: IN CHATTANOOGA (Lat: 35.023267,  Lng: -85.139900),  Route carried "on" structure: City street 3607,  Year Built: 1985,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,392 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,712 (year 2039),  Design Load: HS 20,  Features Intersected: MACKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.360,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $323,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33041350001,  Location: N OF SR153 OVER TN RIVER (Lat: 35.109650,  Lng: -85.228033),  Route carried "on" structure: County highway 4135,  Year Built: 2010,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 2,468 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,096 (year 2039),  Design Load: HS 20,  Features Intersected: NORTH CHICKAMAUGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to 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,  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: 33041350003,  Location: N OF SR153 OVER TN RIVER (Lat: 35.108950,  Lng: -85.226533),  Route carried "on" structure: County highway 4135,  Year Built: 2010,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 2,468 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,949 (year 2042),  Design Load: HS 20,  Features Intersected: USCE GRAVEL ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable 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: 33044170001,  Location: CENTRAL AVE-CHATTANOOGA (Lat: 35.035900,  Lng: -85.294117),  Route carried "on" structure: City street 4417,  Year Built: 1994,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 11,267 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,027 (year 2042),  Design Load: HS 20,  Features Intersected: CSX & NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.7m (172.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.6 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.93m (29.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,146,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,720,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33049860001,  Location: IN CHATTANOOGA (Lat: 35.038017,  Lng: -85.159567),  Route carried "on" structure: City street 4986,  Year Built: 1990,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,794 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,520 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.672,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  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: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 33053950003,  Location: NEAR SR-8 UNDERPASS (Lat: 35.056567,  Lng: -85.310000),  Route carried "on" structure: City street 5395,  Year Built: 2004,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 10,687 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,496 (year 2039),  Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 6.2m (20.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.3 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $331,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 330A0470001,  Location: IN CITY OF CHATTANOOGA (Lat: 35.109183,  Lng: -85.320933),  Route carried "on" structure: City street 47,  Year Built: 1983,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,410 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,256 (year 2040),  Design Load: HS 20,  Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.286,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330A0650001,  Location: IN CITY OF CHATTANOOGA (Lat: 35.119200,  Lng: -85.312317),  Route carried "on" structure: City street 65,  Year Built: 1965,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 790 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,264 (year 2040),  Design Load: H 15,  Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330A1500001,  Location: IN CITY OF CHATTANOOGA (Lat: 35.130833,  Lng: -85.304800),  Route carried "on" structure: City street 150,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 470 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 752 (year 2040),  Design Load: H 15,  Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.487,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330A7830001,  Location: IN CITY OF CHATTANOOGA (Lat: 35.052883,  Lng: -85.286967),  Route carried "on" structure: City street 783,  Year Built: 1930,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 1,120 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,792 (year 2040),  Design Load: H 15,  Features Intersected: CITICO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  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: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $958,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330A7880001,  Location: IN CITY OF CHATTANOOGA (Lat: 34.990350,  Lng: -85.301383),  Route carried "on" structure: City street 788,  Year Built: 1985,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,670 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,272 (year 2041),  Design Load: HS 20,  Features Intersected: CHATTANOOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.702,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete