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

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Structure Number: 8703,  Location: 3.0W 1.5S VALLEY CENTER (Lat: 37.810608,  Lng: -97.443628),  Route carried "on" structure: County highway 998,  Year Built: 1972,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 21.12m (69.29ft),  Average Daily Traffic: 3,986 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,864 (year 2038),  Design Load: HS 20,  Features Intersected: BIG ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 40.5 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: Meets minimum limits,  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: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $400,000,  Total Project Cost: $400,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 87144,  Location: 53rdN, 0.6 E of 87thW (Lat: 37.781239,  Lng: -97.434292),  Route carried "on" structure: County highway 1805,  Year Built: 1900,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,989 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,088 (year 2038),  Features Intersected: LITTLE SLOUGH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87145,  Location: 53rdN, 0.3 E of 103rdW (Lat: 37.780953,  Lng: -97.458217),  Route carried "on" structure: County highway 1805,  Year Built: 1950,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 4,228 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,157 (year 2038),  Features Intersected: BIG SLOUGH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870803006025,  Location: 135thW, 0.54 N of 61stN (Lat: 37.802389,  Lng: -97.500250),  Route carried "on" structure: County highway 8729,  Year Built: 2020,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 40 (year 2020),  Average Future Daily Traffic: 45 (year 2040),  Design Load: HL 93,  Features Intersected: TRIB. BIG ARKANSAS RIVER,  Facility Carried by Structure: 135th W RurMinCol
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 87080310604,  Location: 61stN, 0.9 E of 135thW (Lat: 37.794739,  Lng: -97.490708),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 25 (year 2018),  Average Future Daily Traffic: 40 (year 2038),  Design Load: H 20,  Features Intersected: TRIB. BIG SLOUGH,  Facility Carried by Structure: W 61st LOCAL RD.
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87080350612,  Location: 29thN, 0.5 E of 135thW (Lat: 37.736731,  Lng: -97.489722),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 3,697 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,511 (year 2038),  Design Load: HS 20,  Features Intersected: COWSKIN CREEK,  Facility Carried by Structure: W 29th LOCAL RD.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87080550598,  Location: 85thN, 0.5 E of 119thW (Lat: 37.839572,  Lng: -97.473575),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 80 (year 2038),  Design Load: HS 20,  Features Intersected: MAIN DITCH,  Facility Carried by Structure: 85th LOCAL RD.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.4 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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870807006365,  Location: 103rdW, 0.6 N of 79thS (Lat: 37.556911,  Lng: -97.461611),  Route carried "on" structure: County highway 8755,  Year Built: 2015,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 358 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 437 (year 2038),  Design Load: HL 93,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: 103rdW R Min Coll
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: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87080760604,  Location: 0.33 Mi. W of Tyler Rd. (Lat: 37.795925,  Lng: -97.451808),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 200 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2043),  Design Load: H 15,  Features Intersected: Big Slough Trib.,  Facility Carried by Structure: 61st St.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $200,000 ( Estimate for 2015)

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Structure Number: 870809006041,  Location: 600' S. of 61st St. (Lat: 37.794289,  Lng: -97.445086),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 200 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 80 (year 2043),  Design Load: HS 20,  Features Intersected: Little Slough,  Facility Carried by Structure: Tyler Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 24.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $175,000 ( Estimate for 2015)

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Structure Number: 870809006069,  Location: 400' N of 45th St. (Lat: 37.767400,  Lng: -97.444781),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 2,205 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,700 (year 2043),  Design Load: HS 20,  Features Intersected: BIG SLOUGH,  Facility Carried by Structure: Tyler Rd.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $75,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87080940608,  Location: 45thN, 0.4 E of 87thW (Lat: 37.766392,  Lng: -97.437906),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 2,775 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,386 (year 2038),  Design Load: HS 20,  Features Intersected: BIG SLOUGH,  Facility Carried by Structure: 45th
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87080990608,  Location: 45thN, 0.8 E of 87thW (Lat: 37.766544,  Lng: -97.446681),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,775 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,386 (year 2038),  Design Load: HS 20,  Features Intersected: LITTLE SLOUGH,  Facility Carried by Structure: 45th
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999909600871911,  Location: 11.9 MI E RENO COLN (Lat: 37.810556,  Lng: -97.501944),  Route carried "on" structure: State highway 96,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 6,568 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,762 (year 2041),  Design Load: H 20,  Features Intersected: BIG SLOUGH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.452,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 52.9m (173.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 28.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 2.05m (6.73ft),  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: 999909600871921,  Location: 14.2 MI E RENO COLN (Lat: 37.795556,  Lng: -97.481944),  Route carried "on" structure: State highway 96,  Year Built: 1969,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 6,568 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,762 (year 2041),  Design Load: H 20,  Features Intersected: BIG SLOUGH DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.890,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 37.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999909600871931,  Location: 15.5 MI E RENO CL (Lat: 37.785556,  Lng: -97.463056),  Route carried "on" structure: ServiceCounty highway 3570,  Year Built: 1968,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 99 (year 2020),  Average Future Daily Traffic: 10,733 (year 2041),  Design Load: H 20,  Features Intersected: BIG SLOUGH,  Facility Carried by Structure: Maize Road Adj.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.587,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.05m (6.73ft),  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: 999909600872711,  Location: 15.54 MI E RENO COLN (Lat: 37.784167,  Lng: -97.463056),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,556 (year 2041),  Design Load: HS 20,  Features Intersected: MAIZE RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.996,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.02m (65.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999909600872721,  Location: 15.55 MI E RENO COLN (Lat: 37.783889,  Lng: -97.463056),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 6.11m (20.05ft),  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,556 (year 2041),  Design Load: HS 20,  Features Intersected: MAIZE RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.990,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.03m (65.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999909600872731,  Location: 15.80 MI E RENO COLN (Lat: 37.780833,  Lng: -97.460278),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,556 (year 2041),  Design Load: HS 20,  Features Intersected: RS 1805
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 25.445,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.18m (72.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999909600872741,  Location: 15.81 MI E RENO COLN (Lat: 37.780833,  Lng: -97.460556),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,556 (year 2041),  Design Load: HS 20,  Features Intersected: RS 1805
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 25.391,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.18m (72.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999909600872761,  Location: 16.4 MI E RENO COLN (Lat: 37.773333,  Lng: -97.455000),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,556 (year 2041),  Design Load: HS 20,  Features Intersected: BIG SLOUGH CR DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 26.392,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 38.7m (127.0ft),  Out-to-Out Width: 69.5m (228.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.52m (8.27ft),  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: 999909600872771,  Location: 16.96 MI E RENO COLN (Lat: 37.766389,  Lng: -97.449722),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,556 (year 2041),  Design Load: HS 20,  Features Intersected: SLOUGH CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.301,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 51.7m (169.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.8 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  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: 999909600872781,  Location: 0.10 MI E JCT K96/45TH ST (Lat: 37.766111,  Lng: -97.446667),  Route carried "on" structure: ServiceOther road 1,  Year Built: 1974,  Status: Open,  Structure Length: 0.69m (2.26ft),  Truck Traffic: 1%,  Design Load: H 15,  Features Intersected: SIDE ROAD DRAINAGE,  Facility Carried by Structure: ENT ON SIDE RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.011,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 34.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 999909600872791,  Location: JCT K96/45TH ST (Lat: 37.766111,  Lng: -97.449444),  Route carried "on" structure: County highway 6556,  Year Built: 1974,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 2,979 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,934 (year 2041),  Design Load: H 20,  Features Intersected: K96 HWY, EB - WB,  Facility Carried by Structure: 45TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.971,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 30.60m (100.39ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999909600872801,  Location: JCT K96/TYLER RD (Lat: 37.760833,  Lng: -97.444722),  Route carried "on" structure: County highway 6075,  Year Built: 1974,  Status: Open,  Structure Length: 10.11m (33.17ft),  Average Daily Traffic: 3,402 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,070 (year 2041),  Design Load: HS 20,  Features Intersected: K96 HWY, EB - WB,  Facility Carried by Structure: TYLER RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.908,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 33.18m (108.86ft),  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: 999909600874441,  Location: 14.2 MI E RENO COLN (Lat: 37.796389,  Lng: -97.480833),  Route carried "on" structure: ServiceCounty highway 38,  Year Built: 1996,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 99 (year 2020),  Average Future Daily Traffic: 10,733 (year 2041),  Design Load: HS 20,  Features Intersected: BIG SLOUGH CR DRAIN,  Facility Carried by Structure: 119 TH STREET SR N
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.378,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 999909600872791,  Location: JCT K96/45TH ST (Lat: 37.766111,  Lng: -97.449444),  Route carried "under" structure: State highway 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Features Intersected: K96 HWY, EB - WB,  Facility Carried by Structure: 45TH STREET
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 27.338,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 999909600872801,  Location: JCT K96/TYLER RD (Lat: 37.760833,  Lng: -97.444722),  Route carried "under" structure: State highway 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Features Intersected: K96 HWY, EB - WB,  Facility Carried by Structure: TYLER RD
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 28.043,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)