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

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Structure Number: 870451,  Location: Broadway, 0.4 N of 117thN (Lat: 37.903503,  Lng: -97.336267),  Route carried "on" structure: County highway 8735,  Year Built: 2020,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 1,701 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,076 (year 2041),  Design Load: HS 20,  Features Intersected: GOOSEBERRY CREEK,  Facility Carried by Structure: RS 1937 BROADWAY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 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,  Waterway Adequacy: Equal to present desirable 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87061,  Location: 125thN, 0.1 E of Seneca (Lat: 37.912111,  Lng: -97.353167),  Route carried "on" structure: County highway 307,  Year Built: 2006,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 1,942 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,370 (year 2038),  Design Load: HS 20,  Features Intersected: JESTER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete

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Structure Number: 870615,  Location: 4.4E OF SEDGWICK (ENTR) (Lat: 37.911667,  Lng: -97.347500),  Route carried "on" structure: County highway 307,  Year Built: 2006,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,942 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,370 (year 2038),  Design Load: HS 20,  Features Intersected: TRIB. TO JESTER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 87074,  Location: 85thN, 0.3 E of Hydraulic (Lat: 37.839206,  Lng: -97.328486),  Route carried "on" structure: County highway 611,  Year Built: 1993,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 887 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,082 (year 2038),  Design Load: HS 20,  Features Intersected: WEST FORK CHISHOLM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 870821,  Location: 61st N, 0.4E of OLIVER (Lat: 37.795831,  Lng: -97.273811),  Route carried "on" structure: County highway 6610,  Year Built: 2017,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,085 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,764 (year 2038),  Design Load: HL 93,  Features Intersected: TRIB. TO CHISHOLM CREEK,  Facility Carried by Structure: 61st NORTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870819005884,  Location: Seneca, 0.6 N of 117thN (Lat: 37.905914,  Lng: -97.354797),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 6.42m (21.06ft),  Average Daily Traffic: 40 (year 2018),  Average Future Daily Traffic: 60 (year 2038),  Design Load: HS 20,  Features Intersected: JESTER CREEK,  Facility Carried by Structure: N. Seneca St.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87081960606,  Location: 1.6E 3.0S VALLEY CENTER (Lat: 37.781361,  Lng: -97.343614),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 7,720 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,121 (year 2040),  Design Load: H 20,  Features Intersected: West BR. CHISHOLM CREEK,  Facility Carried by Structure: LOCAL RD. 53rd Str
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.65m (18.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $630,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $730,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 87082100608,  Location: Broadway, 0.0 at 45thN (Lat: 37.766872,  Lng: -97.336311),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 10.56m (34.65ft),  Average Daily Traffic: 2,590 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,160 (year 2038),  Design Load: HS 20,  Features Intersected: A T & SANTA FE RAILROAD,  Facility Carried by Structure: Broadway
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.0m (124.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.9 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 87082120606,  Location: 2.2E 3.0S VALLEY CENTER (Lat: 37.781381,  Lng: -97.332447),  Route carried "on" structure: City street ,  Year Built: 2006,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 7,894 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,408 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MAIN BR. CHISHOLM CREEK,  Facility Carried by Structure: 53RD.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 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: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $12,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87082130608,  Location: 45th N, 0.2 E of Broadway (Lat: 37.766831,  Lng: -97.331111),  Route carried "on" structure: County highway 10850,  Year Built: 2016,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,295 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,680 (year 2038),  Design Load: HL 93,  Features Intersected: TRIB. TO CHISHOLM CREEK,  Facility Carried by Structure: E 45th St N
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 15.8m (51.8ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87082190608,  Location: 45thN, 0.9 E of Broadway (Lat: 37.766808,  Lng: -97.318281),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 1,295 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,680 (year 2038),  Design Load: HS 20,  Features Intersected: TRIB. TO CHISHOLM CREEK,  Facility Carried by Structure: E 45 th St N
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870823006009,  Location: 2.0W 1.1N OF KECHI (Lat: 37.810997,  Lng: -97.317428),  Route carried "on" structure: County highway 8715,  Year Built: 1987,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 1,415 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,726 (year 2038),  Design Load: HS 20,  Features Intersected: MAIN BR. CHISHOLM CREEK,  Facility Carried by Structure: N Hydralic
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 870823006069,  Location: 2.0W 2.0S OF KECHI (Lat: 37.768072,  Lng: -97.317436),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 2,753 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,646 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. BIG DITCH FLOODWAY,  Facility Carried by Structure: N Hydralic
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 870823306,  Location: 3.3E 1.0S VALLEY CENTER (Lat: 37.825008,  Lng: -97.312375),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 677 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,524 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. MAIN BR. CHISHOLM,  Facility Carried by Structure: LOCAL RD. 77th
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: 5,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $139,000

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Structure Number: 870825006003,  Location: 1.0W 1.7N OF KECHI (Lat: 37.820050,  Lng: -97.316056),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 80 (year 2038),  Design Load: HS 20,  Features Intersected: MAIN BR. CHISHOLM CREEK,  Facility Carried by Structure: Hillside
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: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870825106,  Location: 4.1E 1.0S VALLEY CENTER (Lat: 37.824967,  Lng: -97.313333),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 378 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 461 (year 2038),  Design Load: HS 20,  Features Intersected: MAIN BR. CHISHOLM CREEK,  Facility Carried by Structure: LOCAL RD. 77th
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: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  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: Very good,  Channel: Satisfactory,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 422300876610002,  Location: 0.1 W OF PARK CITY (Lat: 37.795911,  Lng: -97.330981),  Route carried "on" structure: City street 6610,  Year Built: 2020,  Status: Open,  Structure Length: 8.95m (29.36ft),  Average Daily Traffic: 7,118 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MAIN BRANCH CHISHOLM CRK,  Facility Carried by Structure: RS 84 - E 61st N
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 522350870000001,  Location: 61st Street Norh (Lat: 37.795878,  Lng: -97.323686),  Route carried "on" structure: Business City street 61,  Year Built: 2000,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,990 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,242 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 999913500870361,  Location: 0.42 MI N I235 (Lat: 37.766944,  Lng: -97.323333),  Route carried "on" structure: ServiceCity street 320,  Year Built: 1969,  Status: Open,  Structure Length: 9.80m (32.15ft),  Average Daily Traffic: 638 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,513 (year 2041),  Design Load: H 20,  Features Intersected: I135 HWY NB/SB,  Facility Carried by Structure: LOCAL RD (45TH ST)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.534,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 32.16m (105.51ft),  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: 999913500870371,  Location: 1.44 MI N I235, SB (Lat: 37.781111,  Lng: -97.325556),  Route carried "on" structure: Interstate 135,  Year Built: 1969,  Status: Open,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 18,596 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 27,096 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 53RD ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 21.729,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 21.65m (71.03ft),  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: 999913500870381,  Location: 1.43 MI N I235, EL (Lat: 37.781389,  Lng: -97.325278),  Route carried "on" structure: Interstate 135,  Year Built: 1969,  Status: Open,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 18,596 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 27,096 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 53RD ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.014,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 18.6m (61.0ft),  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: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 21.65m (71.03ft),  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: 999913500870391,  Location: 2.44 MI N I235, SB (Lat: 37.795833,  Lng: -97.328611),  Route carried "on" structure: Interstate 135,  Year Built: 1971,  Status: Open,  Structure Length: 5.62m (18.44ft),  Average Daily Traffic: 15,421 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 22,470 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 61ST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.369,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 15.8m (51.8ft),  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: 56.2 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.45m (60.53ft),  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: 999913500870401,  Location: 2.45 MI N I235, NB (Lat: 37.795833,  Lng: -97.328333),  Route carried "on" structure: Interstate 135,  Year Built: 1971,  Status: Open,  Structure Length: 5.62m (18.44ft),  Average Daily Traffic: 15,421 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 22,470 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 61ST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.651,  Lanes on structure: 2,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 15.8m (51.8ft),  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: 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: 18.45m (60.53ft),  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: 999913500870421,  Location: 2.71 MI N I235 (Lat: 37.799722,  Lng: -97.328056),  Route carried "on" structure: Interstate 135,  Year Built: 1969,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 15,421 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 22,470 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHISHOLM CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.077,  Lanes on structure: 6,  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: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 83.5m (274.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 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 desirable criteria,  Length Of Structure Improvement: 2.09m (6.86ft),  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: 999913500870431,  Location: 2.98 MI N I235, SB (Lat: 37.803333,  Lng: -97.327500),  Route carried "on" structure: Interstate 135,  Year Built: 1970,  Status: Open,  Structure Length: 7.63m (25.03ft),  Average Daily Traffic: 15,421 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 22,470 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHISHOLM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.205,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: 25.05m (82.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999913500870441,  Location: 2.97 MI N I235, NB (Lat: 37.803333,  Lng: -97.327222),  Route carried "on" structure: Interstate 135,  Year Built: 1970,  Status: Open,  Structure Length: 7.63m (25.03ft),  Average Daily Traffic: 15,421 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 22,470 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CHISHOLM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.493,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: 25.05m (82.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999913500870451,  Location: 3.46 MI N I235 (Lat: 37.810278,  Lng: -97.326389),  Route carried "on" structure: City street 6614,  Year Built: 1969,  Status: Open,  Structure Length: 8.21m (26.94ft),  Average Daily Traffic: 432 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 517 (year 2041),  Design Load: H 20,  Features Intersected: I135 HWY NB/SB,  Facility Carried by Structure: 69TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.010,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 26.93m (88.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999913500870461,  Location: 4.46 MI N I235 (Lat: 37.825000,  Lng: -97.326389),  Route carried "on" structure: City street 6618,  Year Built: 1970,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.21m (26.94ft),  Average Daily Traffic: 726 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 741 (year 2041),  Design Load: H 20,  Features Intersected: I135 HWY NB/SB,  Facility Carried by Structure: RD (77TH ST)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.001,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 26.93m (88.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999913500870471,  Location: 5.44 MI N 1235 (Lat: 37.838889,  Lng: -97.327778),  Route carried "on" structure: Interstate 135,  Year Built: 1969,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 13,508 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,300 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 85th Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.180,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 17.4m (57.1ft),  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: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 20.25m (66.44ft),  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: 999913500870481,  Location: 5.44 MI N I-235 (Lat: 37.838889,  Lng: -97.327500),  Route carried "on" structure: Interstate 135,  Year Built: 1969,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 13,508 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,300 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 85th Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.463,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.25m (66.44ft),  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: 999913500870491,  Location: 7.46 MI N I-235 (Lat: 37.868056,  Lng: -97.326389),  Route carried "on" structure: City street 6638,  Year Built: 1970,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 976 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,239 (year 2041),  Design Load: H 20,  Features Intersected: I135 HWY NB/SB,  Facility Carried by Structure: 101st. Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 26.91m (88.29ft),  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: 999913500870501,  Location: 8.06 MI N I-235 (Lat: 37.882500,  Lng: -97.326389),  Route carried "on" structure: ServiceCounty highway 18,  Year Built: 1969,  Status: Open,  Structure Length: 8.21m (26.94ft),  Average Daily Traffic: 99 (year 2020),  Average Future Daily Traffic: 17,931 (year 2041),  Design Load: H 20,  Features Intersected: I135 HWY NB/SB,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.327,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 26.93m (88.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999913500870361,  Location: 0.42 MI N I235 (Lat: 37.766944,  Lng: -97.323333),  Route carried "under" structure: Interstate 135,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 20,863 (year 2020),  Truck Traffic: 13%,  Features Intersected: I135 HWY NB/SB,  Facility Carried by Structure: LOCAL RD (45TH ST)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 20.397,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 999913500870451,  Location: 3.46 MI N I235 (Lat: 37.810278,  Lng: -97.326389),  Route carried "under" structure: Interstate 135,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 15,421 (year 2020),  Truck Traffic: 16%,  Features Intersected: I135 HWY NB/SB,  Facility Carried by Structure: 69TH ST.
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 25.284,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 999913500870461,  Location: 4.46 MI N I235 (Lat: 37.825000,  Lng: -97.326389),  Route carried "under" structure: Interstate 135,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 15,937 (year 2020),  Truck Traffic: 16%,  Features Intersected: I135 HWY NB/SB,  Facility Carried by Structure: RD (77TH ST)
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 26.897,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 999913500870491,  Location: 7.46 MI N I-235 (Lat: 37.868056,  Lng: -97.326389),  Route carried "under" structure: Interstate 135,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 12,699 (year 2020),  Truck Traffic: 19%,  Features Intersected: I135 HWY NB/SB,  Facility Carried by Structure: 101st. Street
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 31.709,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 999913500870501,  Location: 8.06 MI N I-235 (Lat: 37.882500,  Lng: -97.326389),  Route carried "under" structure: Interstate 135,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,699 (year 2020),  Truck Traffic: 19%,  Features Intersected: I135 HWY NB/SB,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 33.320,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)