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

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Structure Number: 47I00400145,  Location: RAMP 2-E / 2-A (Lat: 35.918717,  Lng: -84.090067),  Route carried "on" structure: Ramp City street 1053,  Year Built: 1993,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 28,496 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,696 (year 2041),  Design Load: HS 20,  Features Intersected: CEDAR BLUFF RD RMP/I40RM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.4 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 desirable 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: October 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: 47I00400147,  Location: .5M N OF SR1 (Lat: 35.922633,  Lng: -84.069417),  Route carried "on" structure: Interstate 40,  Year Built: 1998,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 152,641 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 330,496 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / BRIDGEWATER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.335,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,800,000,  Roadway Improvement Cost: $381,000,  Total Project Cost: $5,701,000 ( Estimate for 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: 47I00400149,  Location: CITY OF KNOXVILLE (Lat: 35.924767,  Lng: -84.058817),  Route carried "on" structure: City street 4828,  Year Built: 1996,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 9,320 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,168 (year 2041),  Design Load: HS 20,  Features Intersected: GALLAHER VIEW RD. / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.372,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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: October 2020,  Bridge Improvement Cost: $4,363,000,  Roadway Improvement Cost: $437,000,  Total Project Cost: $6,545,000 ( 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: 47I00400153,  Location: CITY OF KNOXVILLE (Lat: 35.966217,  Lng: -83.926600),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1986,  Status: Open,  Structure Length: 24.70m (81.04ft),  Average Daily Traffic: 104,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,720 (year 2041),  Design Load: HS 20,  Features Intersected: I40-EB RMP / 2 RTS/CR&RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.336,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 54.7m (179.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 47I00400157,  Location: CITY OF KNOXVILLE (Lat: 35.966000,  Lng: -83.925567),  Route carried "on" structure: Ramp State highway 33,  Year Built: 1986,  Status: Open,  Structure Length: 48.42m (158.86ft),  Average Daily Traffic: 32,431 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 60,640 (year 2041),  Design Load: HS 20,  Features Intersected: SR1 RP-G/3 RTS/CREEK/RR,  Facility Carried by Structure: FAP 1 RP 5G
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 12.151,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 47.8m (156.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.5 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: 32.1 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400161,  Location: CITY OF KNOXVILLE (Lat: 35.966233,  Lng: -83.928167),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1994,  Status: Open,  Structure Length: 17.10m (56.10ft),  Average Daily Traffic: 104,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,760 (year 2041),  Design Load: HS 20,  Features Intersected: I40-EB-RP H / BLACKSTOC
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 30.320,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.9 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 desirable 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: October 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: 47I00400163,  Location: CITY OF KNOXVILLE (Lat: 35.911800,  Lng: -84.122167),  Route carried "on" structure: Interstate 140,  Year Built: 1996,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 57,346 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 103,328 (year 2041),  Design Load: HS 20,  Features Intersected: I-140 / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.3 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,  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: October 2020,  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: 47I00400165,  Location: 3 M SW OF FARRAGUT (Lat: 35.912600,  Lng: -84.118017),  Route carried "on" structure: Ramp State highway 162,  Year Built: 1998,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 88,026 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,392 (year 2041),  Design Load: HS 20,  Features Intersected: SR162-SB-RMP TO I40/I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.415,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 77.7m (254.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 78.3 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 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: 47I00400167,  Location: DOWNTOWN KNOXVILLE (Lat: 35.963200,  Lng: -83.948350),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2001,  Status: Open,  Structure Length: 17.68m (58.01ft),  Average Daily Traffic: 121,876 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,411 (year 2041),  Design Load: HS 20,  Features Intersected: I40-EB RMP / 2 RTS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.325,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.68m (58.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,876,000,  Roadway Improvement Cost: $388,000,  Total Project Cost: $5,815,000 ( Estimate for 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: 47I00400173,  Location: CITY OF KNOXVILLE (Lat: 35.967600,  Lng: -83.929383),  Route carried "on" structure: State highway 62,  Year Built: 1982,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 13,893 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,816 (year 2041),  Design Load: HS 20,  Features Intersected: SR62 RAMP / I40 EB RAMP,  Facility Carried by Structure: FAP 158
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.911,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 47I00400175,  Location: DOWNTOWN KNOXVILLE (Lat: 35.916667,  Lng: -84.090000),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2001,  Status: Open,  Structure Length: 23.19m (76.08ft),  Average Daily Traffic: 121,876 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 235,872 (year 2041),  Design Load: HS 20,  Features Intersected: I40EB RMP/M'BROOK-RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.874,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.7 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400177,  Location: IN KNOXVILLE (Lat: 35.962283,  Lng: -83.946683),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.12m (23.36ft),  Average Daily Traffic: 122,095 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 259,664 (year 2041),  Design Load: HS 20,  Features Intersected: I40-WB-RMP/UNIVERSITY AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.518,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.8 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.12m (23.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,413,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $2,120,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400179,  Location: .3 MI N OF SR1 (Lat: 35.938250,  Lng: -84.009617),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2004,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 171,281 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 338,384 (year 2041),  Design Load: HS 20,  Features Intersected: I40-WB / WEISGARBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.064,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.1m (118.4ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400181,  Location: .4 MI N OF SR1 (Lat: 35.939433,  Lng: -84.008483),  Route carried "on" structure: Ramp City street 5289,  Year Built: 2004,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 20,256 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,912 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 5289&I40 RP / I40-RP 5A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.0 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: 34.7 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 desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400183,  Location: CITY OF KNOXVILLE (Lat: 35.984750,  Lng: -83.914883),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2005,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 84,488 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 162,176 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I40-RMPS 1-2 / N. 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.734,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400185,  Location: 2 M S OF SOU RR (Lat: 35.984283,  Lng: -83.916350),  Route carried "on" structure: Interstate 40,  Year Built: 2006,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 84,488 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 162,176 (year 2040),  Design Load: HS 20,  Features Intersected: RMPS -1A&2A / FIRST CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.686,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.7 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: 43.1 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400187,  Location: NORTH OF SR001 (Lat: 35.928433,  Lng: -84.043550),  Route carried "on" structure: Interstate 40,  Year Built: 2005,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 168,707 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 330,240 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I40 / MONTVUE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.974,  Lanes on structure: 9,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 46.0m (150.9ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.6 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 47I00400189,  Location: NORTH OF SR001 (Lat: 35.929550,  Lng: -84.036983),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2005,  Status: Open,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 171,281 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 338,384 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I40-EB-RMP / BUCKINGHAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.393,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 47I00400191,  Location: NORTH SIDE OF I40 (Lat: 35.942217,  Lng: -84.002000),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2005,  Status: Open,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 170,026 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 344,352 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I40-WB-RMP / PAPERMILL,  Facility Carried by Structure: WB FRONTAGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.885,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 47I00400193,  Location: AT I-40 & SR332 (Lat: 35.940633,  Lng: -84.003567),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2005,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 171,281 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,264 (year 2041),  Design Load: HS 20,  Features Intersected: I40-RP-6-B2 /I40-RP-6-C1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.821,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.6m (116.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.8 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: 42.1 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400195,  Location: NORTH OF I40 (Lat: 35.938617,  Lng: -84.010067),  Route carried "on" structure: Ramp City street 5289,  Year Built: 2006,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 20,256 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,912 (year 2041),  Design Load: HS 20,  Features Intersected: RMP TO I40WB / FOURTH CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft)

Condition: Channel: Good,  Culverts: Very 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 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: October 2020

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Structure Number: 47I00400197,  Location: DOWNTOWN KNOXVILLE (Lat: 35.940000,  Lng: -84.001667),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2007,  Status: Open,  Structure Length: 5.99m (19.65ft),  Average Daily Traffic: 80,617 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 139,232 (year 2041),  Design Load: HS 20,  Features Intersected: I40-EB-RMP/OLD MAGNOLIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.221,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400199,  Location: CITY OF KNOXVILLE (Lat: 35.975583,  Lng: -83.918150),  Route carried "on" structure: State highway 158,  Year Built: 2007,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 33,144 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 66,416 (year 2041),  Design Load: HS 20,  Features Intersected: SR158 / I40-WB-RMP-1A
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.642,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.9 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 desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 47I00400201,  Location: IN KNOXVILLE @ I40 EXCH (Lat: 35.975900,  Lng: -83.918917),  Route carried "on" structure: City street 6025,  Year Built: 1962,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 4,955 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,024 (year 2041),  Design Load: H 20,  Features Intersected: E.FIFTH AVE/I40 WB-RP 1A,  Facility Carried by Structure: SR-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.604,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.89m (12.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $322,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $484,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400204,  Location: 2 M W OF SR33 (Lat: 35.974050,  Lng: -83.917533),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 80,617 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 139,232 (year 2041),  Design Load: HS 20,  Features Intersected: I40-WB-RMP/OLD MAGNOLIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.302,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 78.3 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 47I00400205,  Location: DOWNTOWN KNOXVILLE (Lat: 35.970133,  Lng: -83.916067),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2006,  Status: Open,  Structure Length: 32.17m (105.54ft),  Average Daily Traffic: 104,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 167,680 (year 2041),  Design Load: HS 20,  Features Intersected: I40-RMPS / 2 RTS & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.060,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 40.9m (134.2ft),  Curb-To-Curb Width: 47.9m (157.2ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.8 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: 22.7 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,  Underclear: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400207,  Location: DOWNTOWN KNOXVILLE (Lat: 35.982583,  Lng: -83.918350),  Route carried "on" structure: Ramp City street 33,  Year Built: 2007,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 13,243 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,200 (year 2041),  Design Load: HS 20,  Features Intersected: HOF DR RMP 2D/I40 RMP 1A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.8m (127.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400209,  Location: DOWNTOWN KNOXVILLE (Lat: 35.983700,  Lng: -83.916000),  Route carried "on" structure: Interstate 40,  Year Built: 2007,  Status: Open,  Structure Length: 8.42m (27.62ft),  Average Daily Traffic: 84,488 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 162,176 (year 2041),  Design Load: HS 20,  Features Intersected: FIRST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.686,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 51.3m (168.3ft),  Out-to-Out Width: 51.9m (170.3ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 47I00400303,  Location: .6 M NW OF I75 (Lat: 35.957500,  Lng: -83.971867),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1982,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 170,026 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,600 (year 2041),  Design Load: HS 20,  Features Intersected: I40-WB RMP-I75N / P'MILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.104,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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: 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: December 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: 47I00750001,  Location: .7 M SW OF I40 (Lat: 35.957283,  Lng: -83.972600),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 9.19m (30.15ft),  Average Daily Traffic: 86,616 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 138,586 (year 2041),  Design Load: HS 20,  Features Intersected: I75 SB RMP/PAPERMILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 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: 28.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00750003,  Location: AT I-75 & I-40 JCT. (Lat: 35.957733,  Lng: -83.971133),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1981,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 86,616 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,264 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I75-SB RMP TO I40/BRIDG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00750005,  Location: AT I40 & I75 JCT (Lat: 35.957567,  Lng: -83.971667),  Route carried "on" structure: Interstate 75,  Year Built: 1981,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 86,616 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 156,064 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I40 EB RP TO I75 /P'MILL
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

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: Better than 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: December 2020,  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: 47I00750007,  Location: IN KNOXVILLE (Lat: 35.961967,  Lng: -83.974867),  Route carried "on" structure: City street 169,  Year Built: 1981,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 15,323 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,944 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLEBROOK PK / I75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.935,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00750011,  Location: NEAR SR 62 (Lat: 35.970283,  Lng: -83.980033),  Route carried "on" structure: Interstate 75,  Year Built: 1981,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 86,616 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 156,064 (year 2041),  Design Load: HS 20,  Features Intersected: I75-SR-62 RMPS/THIRD CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 16 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $405,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $608,000 ( Estimate for 2021)

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Structure Number: 47I00750013,  Location: IN KNOXVILLE (Lat: 35.973800,  Lng: -83.979767),  Route carried "on" structure: State highway 62,  Year Built: 1980,  Status: Open,  Structure Length: 8.94m (29.33ft),  Average Daily Traffic: 15,638 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,392 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR-62 / I75 &I75 NB RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.082,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.7m (166.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.94m (29.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $6,512,000,  Roadway Improvement Cost: $652,000,  Total Project Cost: $9,769,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00750015,  Location: JUST NE OF SR62 EXIT (Lat: 35.978867,  Lng: -83.979100),  Route carried "on" structure: City street 823,  Year Built: 1981,  Status: Open,  Structure Length: 9.46m (31.04ft),  Average Daily Traffic: 730 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,168 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MYRTLEWOOD RD. / I75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.156,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.7m (169.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00750017,  Location: N. OF SR 62 (Lat: 35.980200,  Lng: -83.978233),  Route carried "on" structure: Interstate 75,  Year Built: 1981,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 92,735 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 154,752 (year 2041),  Design Load: HS 20,  Features Intersected: W. FK. THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.026,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable 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: November 2020,  Bridge Improvement Cost: $411,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $617,000 ( Estimate for 2021)

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Structure Number: 47I00750019,  Location: 4.1 M S OF SR62 (Lat: 35.983783,  Lng: -83.977017),  Route carried "on" structure: City street 1254,  Year Built: 1981,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 11,974 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,176 (year 2041),  Design Load: HS 20,  Features Intersected: PLEASANT RIDGE RD. / I75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 47I00750021,  Location: 1.5 M W OF SHARPS GAP (Lat: 35.987150,  Lng: -83.972933),  Route carried "on" structure: City street 80,  Year Built: 1981,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 4,452 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,216 (year 2041),  Design Load: HS 20,  Features Intersected: WILSON RD. / I75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.146,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,415,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $3,623,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric