Bridge Statistics for Lawrence, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 999905900230621,  Location: 6.46 MI. N US56 (Lat: 38.874789,  Lng: -95.260019),  Route carried "on" structure: ServiceCounty highway 2303,  Year Built: 1973,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 4,535 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,739 (year 2040),  Design Load: HS 20,  Features Intersected: WAKARUSA RIVER DRG,  Facility Carried by Structure: Local 9.33N-13.02E
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.35m (4.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $370,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $550,000 ( Estimate for 2018)

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Structure Number: 999905900230631,  Location: 8.65 MI N US56 (Lat: 38.907778,  Lng: -95.260556),  Route carried "on" structure: US 59,  Year Built: 1975,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 6,162 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,156 (year 2041),  Design Load: HS 20,  Features Intersected: S OVERFLOW WAKA RIV
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.003,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.25m (59.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905900230641,  Location: 8.64 MI N US 56 (Lat: 38.907778,  Lng: -95.260278),  Route carried "on" structure: US 59,  Year Built: 1975,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 6,162 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,156 (year 2041),  Design Load: HS 20,  Features Intersected: S OVERFLOW WAKA RIV
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.005,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.25m (59.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905900230651,  Location: 8.97 MI N US56 (Lat: 38.910833,  Lng: -95.260556),  Route carried "on" structure: US 59,  Year Built: 1975,  Status: Open,  Structure Length: 6.81m (22.34ft),  Average Daily Traffic: 6,162 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,156 (year 2041),  Design Load: HS 20,  Features Intersected: WAKARUSA RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.357,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.35m (73.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905900230661,  Location: 8.97 MI N US 56 (Lat: 38.910833,  Lng: -95.260278),  Route carried "on" structure: US 59,  Year Built: 1975,  Status: Open,  Structure Length: 6.81m (22.34ft),  Average Daily Traffic: 6,162 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,156 (year 2041),  Design Load: HS 20,  Features Intersected: WAKARUSA RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.356,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.35m (73.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905900230671,  Location: 9.33 MI N US56 (Lat: 38.916389,  Lng: -95.260556),  Route carried "on" structure: US 59,  Year Built: 1973,  Status: Open,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 6,162 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,156 (year 2041),  Design Load: HS 20,  Features Intersected: N OVERFLOW WAKA RIV
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.970,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.33m (47.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905900230681,  Location: 9.32 MI N US56 (Lat: 38.916111,  Lng: -95.260278),  Route carried "on" structure: US 59,  Year Built: 1973,  Status: Open,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 6,162 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,156 (year 2041),  Design Load: HS 20,  Features Intersected: N OVERFLOW WAKA RIV
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.948,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.33m (47.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905900231161,  Location: 5.3M N OF JCT US-56/US-59 (Lat: 38.858889,  Lng: -95.260833),  Route carried "on" structure: US 59,  Year Built: 2012,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 5,253 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,806 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: W TRIB PLEASANT GROVE CR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 13.490,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 118.1m (387.5ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 83.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.38m (17.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905900231171,  Location: 6.2 MI N JCT US-56/US-59 (Lat: 38.869722,  Lng: -95.255833),  Route carried "on" structure: ServiceCounty highway 1313,  Year Built: 2012,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 42 (year 2020),  Average Future Daily Traffic: 7,727 (year 2041),  Design Load: HL 93,  Features Intersected: US-59 HIGHWAY NB-SB,  Facility Carried by Structure: 900N ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.105,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.8 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: 50.5 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 34.30m (112.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905900231181,  Location: ADJ 6.34M N JCT US56/US59 (Lat: 38.872569,  Lng: -95.254761),  Route carried "on" structure: County highway 5503,  Year Built: 2011,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 50 (year 2040),  Design Load: HL 93,  Features Intersected: W TRIB PLEASANT GROVE CK,  Facility Carried by Structure: Local 9.81N-13.30E
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 999905900231191,  Location: 6.4M N OF JCT US-56/US-59 (Lat: 38.873056,  Lng: -95.255556),  Route carried "on" structure: US 59,  Year Built: 2012,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 5,253 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,806 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: W TRIB PLEASANT GROVE CR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.131,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 64.7m (212.3ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905900231201,  Location: 6.65 MI N JCT US-56/US-59 (Lat: 38.876667,  Lng: -95.256389),  Route carried "on" structure: US 59,  Year Built: 2012,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 5,253 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,806 (year 2041),  Design Load: HL 93,  Features Intersected: W TRIB PLEASANT GROVE CR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.541,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 60.9 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: 47.0 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905900231211,  Location: 6.66 MI N JCT US-56/US-59 (Lat: 38.876944,  Lng: -95.255833),  Route carried "on" structure: US 59,  Year Built: 2012,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 5,253 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,806 (year 2041),  Design Load: HL 93,  Features Intersected: W TRIB PLEASANT GROVE CR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.546,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.9 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: 47.0 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905900231221,  Location: 7.2 MI N JCT US-56/US-59 (Lat: 38.884444,  Lng: -95.258056),  Route carried "on" structure: US 59,  Year Built: 2012,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 5,253 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,806 (year 2041),  Design Load: HL 93,  Features Intersected: 1000 N Road
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.398,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.6 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: 45.0 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.30m (92.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905900231231,  Location: 7.2 MI N JCT US-56/US-59 (Lat: 38.884167,  Lng: -95.258333),  Route carried "on" structure: US 59,  Year Built: 2012,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 5,253 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,806 (year 2041),  Design Load: HL 93,  Features Intersected: 1000N ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.398,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.6 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: 45.0 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: 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,  Length Of Structure Improvement: 28.30m (92.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000230363,  Location: 10.17 MI E SHAWNEE CL (Lat: 38.997778,  Lng: -95.316389),  Route carried "on" structure: County highway 3271,  Year Built: 1956,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 429 (year 2041),  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.963,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000230373,  Location: 11.20 MI E SHAWNEE CO LN (Lat: 38.997778,  Lng: -95.296944),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 12,773 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 18,980 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BALDWIN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.95m (39.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000230383,  Location: 11.10 MI E SHAWNEE CL (Lat: 38.997500,  Lng: -95.296944),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 12,773 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 18,980 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BALDWIN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.046,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.95m (39.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000230533,  Location: 1.51 MI E US-40 & 59 (Lat: 38.993611,  Lng: -95.205278),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 13,364 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,652 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 26.131,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.25m (36.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000230543,  Location: 1.50 MI E US-40 & 59 (Lat: 38.993611,  Lng: -95.205278),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 13,364 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,652 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 26.192,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.25m (36.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000230553,  Location: 2.13 MI E US-40 & 59 (Lat: 38.995000,  Lng: -95.193889),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 13,364 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,652 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NATURAL LAKE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.185,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.25m (73.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000230563,  Location: 2.12 MI E US-40 & 59 (Lat: 38.995278,  Lng: -95.193889),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 13,364 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,652 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NATURAL LAKE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.119,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.25m (73.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000230573,  Location: 2.47 MI E US-40 & 59 (Lat: 38.996111,  Lng: -95.188333),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 13,364 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,652 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOCAL ROAD, ABANDONED RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.679,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.25m (73.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000230583,  Location: 2.46 MI E US-40 & 59 (Lat: 38.996389,  Lng: -95.188333),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 13,364 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,652 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOCAL ROAD, ABANDONED RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.679,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.25m (73.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000231263,  Location: 8.14 MI E SHAWNEE CO LN (Lat: 38.996944,  Lng: -95.353889),  Route carried "on" structure: County highway 3305,  Year Built: 2004,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 258 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 315 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.224,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 27.10m (88.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231273,  Location: 12.19 MI E SHAWNEE CL (Lat: 38.995278,  Lng: -95.278889),  Route carried "on" structure: County highway 3203,  Year Built: 2006,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 4,330 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,606 (year 2041),  Design Load: HL 93,  Features Intersected: I-70 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.603,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 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: Better than present minimum criteria,  Length Of Structure Improvement: 26.72m (87.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231373,  Location: 13.26 MI E SHAWNEE CL (Lat: 38.990000,  Lng: -95.260278),  Route carried "on" structure: City street 3213,  Year Built: 2008,  Status: Open,  Structure Length: 9.83m (32.25ft),  Average Daily Traffic: 4,983 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,452 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-70 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.070,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.2 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 32.25m (105.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231383,  Location: 0.98 MI W US-40 & 59 (Lat: 38.990278,  Lng: -95.251111),  Route carried "on" structure: County highway 3221,  Year Built: 2009,  Status: Open,  Structure Length: 8.86m (29.07ft),  Average Daily Traffic: 5,987 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,357 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-70 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.907,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.2 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 29.06m (95.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231393,  Location: 1.31 MI W US-40 & 59 (Lat: 38.989722,  Lng: -95.257222),  Route carried "on" structure: City street 3215,  Year Built: 2009,  Status: Open,  Structure Length: 8.31m (27.26ft),  Average Daily Traffic: 5,490 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,312 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-70 KTA,  Facility Carried by Structure: W LAWRENCE INTR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.174,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 27.25m (89.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231403,  Location: 0.78 MI W US-40 & US-59 (Lat: 38.990833,  Lng: -95.247222),  Route carried "on" structure: Interstate 70,  Year Built: 2010,  Status: Open,  Structure Length: 8.76m (28.74ft),  Average Daily Traffic: 13,326 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,593 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BNSF RAILROAD & DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.508,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.6 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.75m (94.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231413,  Location: 0.78 MI W US-40 & US-59 (Lat: 38.990833,  Lng: -95.247222),  Route carried "on" structure: Interstate 70,  Year Built: 2011,  Status: Open,  Structure Length: 8.76m (28.74ft),  Average Daily Traffic: 13,326 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,593 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BNSF RAILWAY & DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.502,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.6 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.75m (94.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231423,  Location: JCT I70 (KTA)/US40 & 59 (Lat: 38.992778,  Lng: -95.233333),  Route carried "on" structure: Interstate 70,  Year Built: 2010,  Status: Open,  Structure Length: 7.15m (23.46ft),  Average Daily Traffic: 13,326 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,593 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US-40 & 59 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.756,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 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,  Length Of Structure Improvement: 23.45m (76.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231433,  Location: JCT I70 (KTA)/US40 & 59 (Lat: 38.993056,  Lng: -95.233333),  Route carried "on" structure: Interstate 70,  Year Built: 2010,  Status: Open,  Structure Length: 7.15m (23.46ft),  Average Daily Traffic: 13,326 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,593 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US-40 & 59 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.752,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 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,  Length Of Structure Improvement: 23.45m (76.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231443,  Location: 0.26 MI E US-40 & 59 (Lat: 38.993333,  Lng: -95.228333),  Route carried "on" structure: Interstate 70,  Year Built: 2010,  Status: Open,  Structure Length: 12.48m (40.94ft),  Average Daily Traffic: 13,326 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,593 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: EAST LAWRENCE IN+MAPLE G
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.140,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.2 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.95m (134.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231453,  Location: 0.27 MI E US-40 & 59 (Lat: 38.993611,  Lng: -95.228611),  Route carried "on" structure: Interstate 70,  Year Built: 2011,  Status: Open,  Structure Length: 12.48m (40.94ft),  Average Daily Traffic: 13,326 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,593 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: EAST LAWRENCE INT+STREAM
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.137,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.2 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.95m (134.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231463,  Location: E LAWRENCE RAMP I-70 WB (Lat: 38.994444,  Lng: -95.228611),  Route carried "on" structure: Ramp State highway 10,  Year Built: 2009,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 1,727 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,116 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MAPLE GROVE DRG CHANNEL,  Facility Carried by Structure: E LAWRENCE I-70 WB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.425,  Lanes on structure: 1,  Owner: State Toll Authority,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 12.28m (40.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231473,  Location: E LAWRENCE RAMP EB I-70 E (Lat: 38.992500,  Lng: -95.228056),  Route carried "on" structure: Ramp State highway 10,  Year Built: 2010,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 1,765 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,116 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MAPLE GROVE DRG CHANNEL,  Facility Carried by Structure: E LAWRENCE RAMP EB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 19.30m (63.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231483,  Location: 0.50 MI E US-40 & US-59 (Lat: 38.993611,  Lng: -95.223889),  Route carried "on" structure: Interstate 70,  Year Built: 2011,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 13,326 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,593 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: URB3245 (SEVENTH ST)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.570,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 20.0m (65.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000231493,  Location: 0.51 MI E US-40 & US-59 (Lat: 38.993889,  Lng: -95.223889),  Route carried "on" structure: Interstate 70,  Year Built: 2010,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 13,326 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,593 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: URB3245 (SEVENTH ST)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.509,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 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,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 999907000231503,  Location: 1.08 MI E US-40 & US-59 (Lat: 38.993611,  Lng: -95.213056),  Route carried "on" structure: Interstate 70,  Year Built: 2011,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 13,364 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 20,652 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MAPLE GROVE DRG CHANNEL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 25.497,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.65m (74.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing