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

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Structure Number: 79I00400083,  Location: 1 MI W OF SR 14 JCT (Lat: 35.189889,  Lng: -89.942528),  Route carried "on" structure: Interstate 40,  Year Built: 1976,  Status: Open,  Structure Length: 22.92m (75.20ft),  Average Daily Traffic: 96,842 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 154,947 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-40 E.B. / WOLF RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.160,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 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: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: November 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 79I00400084,  Location: 1 MI W OF SR 14 JCT (Lat: 35.190083,  Lng: -89.942472),  Route carried "on" structure: Interstate 40,  Year Built: 1976,  Status: Open,  Structure Length: 22.92m (75.20ft),  Average Daily Traffic: 96,842 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 154,947 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-40 W.B. / WOLF RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.160,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 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: 19.8 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: November 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 79I00400085,  Location: I40 & SR 14 JCT (Lat: 35.191083,  Lng: -89.926861),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1977,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 96,842 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,888 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-40 RAMP / SR-14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.608,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: 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: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.1 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: 60.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 79I00400087,  Location: I40 & SR 14 JCT (Lat: 35.192500,  Lng: -89.926611),  Route carried "on" structure: Interstate 40,  Year Built: 1979,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 96,842 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 179,552 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-40 / SR-14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.641,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.91m (19.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 79I00400089,  Location: I40 & SR 14 JCT (Lat: 35.192444,  Lng: -89.924944),  Route carried "on" structure: Interstate 40,  Year Built: 1978,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 101,724 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 188,592 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-40 / I-40 RP TO SR-14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.786,  Lanes on structure: 7,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.5m (146.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 79I00400091,  Location: 2.5 MI W OF I240 JCT (Lat: 35.183583,  Lng: -89.913639),  Route carried "on" structure: Interstate 40,  Year Built: 1978,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 101,724 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 188,592 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.298,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 79I00400093,  Location: I-40 / SR 204 JCT. (Lat: 35.169083,  Lng: -89.902667),  Route carried "on" structure: Interstate 40,  Year Built: 1978,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 101,724 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 188,592 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-40 / SR-204
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.181,  Lanes on structure: 80,  Lanes under structure: 60,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 49.3m (161.7ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 48.7m (159.8ft),  Out-to-Out Width: 49.3m (161.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $304,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 79I00400095,  Location: 0.3 MI W OF I240 JCT (Lat: 35.153611,  Lng: -89.888417),  Route carried "on" structure: Interstate 40,  Year Built: 2005,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 108,627 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 173,803 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-40 E.B. / SR-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.616,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.2m (72.8ft)

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: Meets minimum limits,  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: 79I00400096,  Location: 0.3 MI W OF I240 JCT (Lat: 35.154194,  Lng: -89.887806),  Route carried "on" structure: Interstate 240,  Year Built: 2005,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 108,627 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 173,803 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-240 W.B. / SR-1,  Facility Carried by Structure: I40-LL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.616,  Lanes on structure: 50,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.1m (95.5ft)

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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 79I00400097,  Location: 0.2 MI W OF I240 JCT (Lat: 35.152528,  Lng: -89.887417),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 108,627 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 173,803 (year 2041),  Design Load: HS 20,  Features Intersected: WHITE STATION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.527,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $772,000 ( Estimate for 2021)

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Structure Number: 79I00400098,  Location: 0.2 MI W OF I240 JCT (Lat: 35.153389,  Lng: -89.886250),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 108,627 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 201,392 (year 2040),  Design Load: HS 20,  Features Intersected: WHITE STATION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.527,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $772,000 ( Estimate for 2020)

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Structure Number: 79I00400099,  Location: .1 MI W OF I240 JCT (Lat: 35.152528,  Lng: -89.886861),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 108,627 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 173,803 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I40 EB / I40 EXIT RAMP
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 31.447,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than 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: Bituminous

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Structure Number: 79I00400101,  Location: I40 & 1240 EAST JCT (Lat: 35.151500,  Lng: -89.885250),  Route carried "on" structure: Interstate 240,  Year Built: 1962,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 128,245 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 205,192 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-240 / SAM COOPER BLVD,  Facility Carried by Structure: I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.237,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.27m (20.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,921,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $2,882,000 ( Estimate for 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: 79I00400102,  Location: I40 & I240 EAST JCT (Lat: 35.152611,  Lng: -89.884000),  Route carried "on" structure: Interstate 240,  Year Built: 1960,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 128,245 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 205,192 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I40 LL / I40,  Facility Carried by Structure: I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.237,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,300,000,  Roadway Improvement Cost: $331,000,  Total Project Cost: $4,951,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 79I00400103,  Location: .5 MI W OF I240 JCT (Lat: 35.155806,  Lng: -89.879750),  Route carried "on" structure: Interstate 40,  Year Built: 2016,  Status: Open,  Structure Length: 34.90m (114.50ft),  Average Daily Traffic: 144,095 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 267,152 (year 2040),  Design Load: HL 93,  Features Intersected: WOLF RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.352,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 61.6m (202.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 7,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 61.3m (201.1ft),  Out-to-Out Width: 62.0m (203.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.90m (114.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $37,253,000,  Roadway Improvement Cost: $3,726,000,  Total Project Cost: $55,880,000 ( Estimate for 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: 79I00400105,  Location: 1MI E OF I240 JCT (Lat: 35.165028,  Lng: -89.861583),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 144,095 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 267,152 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-40 / SYCAMORE VIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.347,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.9m (157.2ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 48.5m (159.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.1 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: Somewhat better than minimum adequacy,  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: September 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: 79I00400107,  Location: 2 MI E OF I240 JCT (Lat: 35.169278,  Lng: -89.850444),  Route carried "on" structure: Interstate 40,  Year Built: 1997,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 119,133 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 220,880 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.474,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 43.1m (141.4ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,154,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $3,232,000 ( Estimate for 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: 79I00400109,  Location: 3 MI W OF SR177 JCT (Lat: 35.173556,  Lng: -89.839611),  Route carried "on" structure: Interstate 40,  Year Built: 1996,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 119,133 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 220,880 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.568,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 51.8m (169.9ft),  Out-to-Out Width: 52.9m (173.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 96.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,572,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $3,859,000 ( Estimate for 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: 79I00400111,  Location: WHITTEN RD - MEMPHIS (Lat: 35.174861,  Lng: -89.836250),  Route carried "on" structure: City street 5131,  Year Built: 1999,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 19,249 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,336 (year 2040),  Design Load: HS 20,  Features Intersected: WHITTEN RD / I-40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.9 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 79I00400113,  Location: APPLING RD - MEMPHIS (Lat: 35.185417,  Lng: -89.812972),  Route carried "on" structure: City street 5135,  Year Built: 1994,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 39,878 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 59,328 (year 2040),  Design Load: HS 20,  Features Intersected: APPLING RD / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.5 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: 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: September 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: 79I00400115,  Location: .8 MI W OF SR177 JCT (Lat: 35.189528,  Lng: -89.804222),  Route carried "on" structure: Interstate 40,  Year Built: 1997,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 85,845 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 159,152 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLETCHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.254,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 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: 38.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,602,000,  Roadway Improvement Cost: $261,000,  Total Project Cost: $3,904,000 ( Estimate for 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: 79I00400117,  Location: SR-177 / I-40 (Lat: 35.194722,  Lng: -89.791944),  Route carried "on" structure: State highway 177,  Year Built: 1988,  Status: Open,  Structure Length: 8.74m (28.67ft),  Average Daily Traffic: 38,166 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,066 (year 2042),  Design Load: HS 20,  Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.319,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.4m (158.8ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.0 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: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 79I00400121,  Location: DAVIES PLANTATION RD - ME (Lat: 35.216889,  Lng: -89.747222),  Route carried "on" structure: City street 2278,  Year Built: 1962,  Status: Posted for load,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 3,287 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,259 (year 2042),  Design Load: HS 15,  Features Intersected: DAVIES PLANTATION / I-40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 20,  Lanes under structure: 40,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 26.9 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: 18.8 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: High priority of replacement,  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: Bituminous

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Structure Number: 79I00400141,  Location: IN THE CITY OF MEMPHIS (Lat: 35.152111,  Lng: -90.052444),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1989,  Status: Open,  Structure Length: 31.30m (102.69ft),  Average Daily Traffic: 35,113 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 7,840 (year 2040),  Design Load: HS 20,  Features Intersected: N FRONT ST & S MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 1,  Lanes under structure: 10,  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: 10,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 25.3 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: 19.4 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: Meets minimum limits,  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: September 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: 79I00400143,  Location: AT I40/MS RV BRIDGE (Lat: 35.152861,  Lng: -90.056306),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1973,  Status: Open,  Structure Length: 43.98m (144.29ft),  Average Daily Traffic: 29,430 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 2,624 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF RIVER HARBOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 16.4m (53.8ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 106.7m (350.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 26.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.98m (144.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $13,755,000,  Roadway Improvement Cost: $1,376,000,  Total Project Cost: $20,633,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 79I00400145,  Location: AT I40/MS RV BRIDGE (Lat: 35.154694,  Lng: -90.050806),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1973,  Status: Open,  Structure Length: 52.46m (172.11ft),  Average Daily Traffic: 29,430 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 47,088 (year 2042),  Design Load: HS 20,  Features Intersected: WOLF RIVER HARBOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 16.4m (53.8ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 108.2m (355.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 52.46m (172.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 79I00400147,  Location: AT I40 / MS RV BRIDGE (Lat: 35.151667,  Lng: -90.052722),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1973,  Status: Open,  Structure Length: 29.60m (97.11ft),  Average Daily Traffic: 35,113 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 2,048 (year 2040),  Design Load: HS 20,  Features Intersected: I-40 RAMP "D" / RAMP "B"
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.094,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 79I00400149,  Location: AT I40 / MS RV BRIDGE (Lat: 35.152111,  Lng: -90.053083),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1973,  Status: Open,  Structure Length: 16.64m (54.59ft),  Average Daily Traffic: 35,113 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 56,181 (year 2042),  Design Load: HS 20,  Features Intersected: I40-EB-EXT-RP-G/I40-RP-B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.8 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: 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 79I00400151,  Location: AT I40 / MS RV BRIDGE (Lat: 35.153361,  Lng: -90.049417),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1989,  Status: Open,  Structure Length: 51.57m (169.19ft),  Average Daily Traffic: 35,113 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 7,184 (year 2040),  Design Load: HS 20,  Features Intersected: I40-LL-RP-B/2 RTS & RR
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 1.239,  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: 10,  Number Of Approach Spans: 10,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to 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: September 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: 79I00400155,  Location: MEMPHIS - POPLAR AVE (Lat: 35.144667,  Lng: -90.022028),  Route carried "on" structure: City street 2803,  Year Built: 1965,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 25,025 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,376 (year 2040),  Design Load: H 20,  Features Intersected: I-240 & I-40 RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.605,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.52m (27.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,007,000,  Roadway Improvement Cost: $501,000,  Total Project Cost: $7,511,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 79I00400157,  Location: JEFFERSON AVE - MEMPHIS (Lat: 35.142694,  Lng: -90.023111),  Route carried "on" structure: City street 2855,  Year Built: 1964,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 4,725 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,720 (year 2040),  Design Load: HS 20,  Features Intersected: JEFFERSON AVE / I-240
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.849,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.4 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: 25.6 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,649,000,  Roadway Improvement Cost: $265,000,  Total Project Cost: $3,974,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 79I00400162,  Location: I240 JCT - EAST (Lat: 35.149617,  Lng: -89.882100),  Route carried "on" structure: Interstate 240,  Year Built: 2016,  Status: Open,  Structure Length: 8.83m (28.97ft),  Average Daily Traffic: 108,627 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 173,803 (year 2041),  Design Load: HS 20,  Features Intersected: I40-LL / RIGHT-OF-WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.350,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.9m (150.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 79I00400164,  Location: I40 / SR 3 JCT (Lat: 35.153333,  Lng: -90.047139),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1973,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 44,049 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,872 (year 2040),  Design Load: HS 20,  Features Intersected: I40-WB-EX RP / N 3RD ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.0 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: 27.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 79I00400167,  Location: I40 EB RAMP TO I40 EB (Lat: 35.153667,  Lng: -89.888300),  Route carried "on" structure: Ramp Interstate I0240,  Year Built: 2016,  Status: Open,  Structure Length: 70.77m (232.19ft),  Average Daily Traffic: 108,627 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 201,392 (year 2041),  Design Load: HL 93,  Features Intersected: SR1 I40EB I240EB&RAMPS,  Facility Carried by Structure: I0040
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.616,  Lanes on structure: 20,  Lanes under structure: 14,  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: 62.3m (204.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 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: High priority of replacement,  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: 79I00400168,  Location: RAMP I40 WB TO I40 WB (Lat: 35.154133,  Lng: -89.887817),  Route carried "on" structure: Ramp Interstate I0240,  Year Built: 2016,  Status: Open,  Structure Length: 47.70m (156.50ft),  Average Daily Traffic: 108,627 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 173,803 (year 2041),  Design Load: HL 93,  Features Intersected: SR1/I40 WBL/RAMP 12BF,  Facility Carried by Structure: I0040
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.616,  Lanes on structure: 20,  Lanes under structure: 90,  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: 8,  Length of Maximum Span: 68.3m (224.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: 79I00400169,  Location: MID-TOWN INTERCHANGE (Lat: 35.150333,  Lng: -90.022083),  Route carried "on" structure: Interstate 240,  Year Built: 2006,  Status: Posted for load,  Structure Length: 16.70m (54.79ft),  Average Daily Traffic: 65,314 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 104,502 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-240 EB / I-40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 51.0m (167.3ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 12.3 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: 9.4 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: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Other Special 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: 79I00550001,  Location: HOLMES RD - MEMPHIS (Lat: 35.006611,  Lng: -90.002278),  Route carried "on" structure: City street 1450,  Year Built: 1999,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 18,621 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,128 (year 2040),  Design Load: HS 20,  Features Intersected: HOLMES RD / I-55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.286,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very 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: 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