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

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Structure Number: 3701,  Location: 3.6W 0.2N OF MADISON (Lat: 38.140111,  Lng: -96.201694),  Route carried "on" structure: County highway 150,  Year Built: 1955,  Status: Posted for load,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 111 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 230 (year 2043),  Design Load: H 15,  Features Intersected: BERNARD CREEK,  Facility Carried by Structure: COUNTY RD. 365
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3702,  Location: 2.1N 1.5W OF EUREKA (Lat: 37.850361,  Lng: -96.341167),  Route carried "on" structure: County highway 290,  Year Built: 1900,  Year Reconstructed: 1935,  Status: Posted for load,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 122 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 195 (year 2043),  Features Intersected: TRIB. TO FALL RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Serious,  Culverts: Poor,  Operating Rating: 22.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $128,000 ( Estimate for 2024),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3703,  Location: 1.0N 2.4W OF VIRGIL (Lat: 37.997389,  Lng: -96.036500),  Route carried "on" structure: County highway 291,  Year Built: 1934,  Status: Posted for load,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 166 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 166 (year 2043),  Design Load: HS 20,  Features Intersected: TRIB. TO VERDIGRIS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3704,  Location: 1.3N OF HILLTOP (Lat: 38.075139,  Lng: -96.039556),  Route carried "on" structure: County highway 293,  Year Built: 1932,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 67 (year 2006),  Average Future Daily Traffic: 100 (year 2043),  Features Intersected: TRIB. TO VERDIGRIS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 19.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 3706,  Location: 2.5N 0.7W OF FALL RIVER (Lat: 37.646861,  Lng: -96.041861),  Route carried "on" structure: County highway 1359,  Year Built: 1936,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 136 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 136 (year 2043),  Design Load: HS 20,  Features Intersected: TRIB. TO FALL RIVER
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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 3708,  Location: 3.2N 0.7E OF VIRGIL (Lat: 38.029278,  Lng: -95.995472),  Route carried "on" structure: County highway 1399,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 60 (year 2006),  Average Future Daily Traffic: 85 (year 2043),  Design Load: HS 20,  Features Intersected: TRIB. TO VERDIGRIS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Serious,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 49001,  Location: 1.0S.W. OF BELVIDERE (Lat: 37.444353,  Lng: -99.092111),  Route carried "on" structure: County highway 32,  Year Built: 1961,  Status: Posted for load,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 35 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 40 (year 2040),  Design Load: H 15,  Features Intersected: TRIB. TO MEDICINE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 25.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 49002,  Location: S.W. EDGE OF BELVIDERE (Lat: 37.448225,  Lng: -99.083167),  Route carried "on" structure: County highway 32,  Year Built: 1961,  Status: Posted for load,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 35 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 40 (year 2040),  Design Load: H 15,  Features Intersected: TRIB. TO MEDICINE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 20.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 49003,  Location: 1.0N.E. OF BELVIDERE (Lat: 37.456017,  Lng: -99.065800),  Route carried "on" structure: County highway 32,  Year Built: 1958,  Status: Posted for load,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 65 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 80 (year 2040),  Design Load: H 15,  Features Intersected: MEDICINE RIVER
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: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 20.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 49004,  Location: 2.5S.E. OF BELVIDERE (Lat: 37.438167,  Lng: -99.038286),  Route carried "on" structure: County highway 32,  Year Built: 1980,  Status: Posted for load,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 30 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 35 (year 2040),  Design Load: HS 20,  Features Intersected: SOLDIERS CREEK
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 49005,  Location: 3.0S.E. OF BELVIDERE (Lat: 37.436081,  Lng: -99.029606),  Route carried "on" structure: County highway 32,  Year Built: 1980,  Status: Posted for load,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 30 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 35 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. TO MEDICINE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  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: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 49006,  Location: 1.0N OF MULLINVILLE (Lat: 37.605200,  Lng: -99.475894),  Route carried "on" structure: County highway 218,  Year Built: 1956,  Status: Posted for load,  Structure Length: 5.01m (16.44ft),  Average Daily Traffic: 190 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 230 (year 2040),  Design Load: H 15,  Features Intersected: W. FORK RATTLESNAKE CK.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 14.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  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: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $530,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $720,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 49007,  Location: 7.5N OF BRENHAM (Lat: 37.715764,  Lng: -99.178036),  Route carried "on" structure: County highway 222,  Year Built: 1982,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 15 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 20 (year 2040),  Design Load: HS 20,  Features Intersected: RATTLESNAKE CREEK
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 50003,  Location: 2.8S OF VALEDA (Lat: 37.008647,  Lng: -95.449844),  Route carried "on" structure: County highway 368,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 160 (year 2013),  Average Future Daily Traffic: 192 (year 2041),  Features Intersected: TRIB. TO SNOW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 50004,  Location: 1.9S OF VALEDA (Lat: 37.020353,  Lng: -95.450019),  Route carried "on" structure: County highway 368,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 160 (year 2013),  Average Future Daily Traffic: 192 (year 2041),  Features Intersected: TRIB. TO SNOW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 5008,  Location: 0.75E 1.1S OF PARSONS (Lat: 37.325653,  Lng: -95.235367),  Route carried "on" structure: County highway 1948,  Year Built: 1970,  Status: Posted for load,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 415 (year 2013),  Average Future Daily Traffic: 498 (year 2041),  Design Load: H 15,  Features Intersected: LABETTE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum 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

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Structure Number: 5101,  Location: 12.0S OF ALAMOTA (Lat: 38.283233,  Lng: -100.299233),  Route carried "on" structure: County highway 380,  Year Built: 1958,  Status: Posted for load,  Structure Length: 4.80m (15.75ft),  Average Daily Traffic: 15 (year 2015),  Average Future Daily Traffic: 20 (year 2041),  Design Load: H 15,  Features Intersected: HACKBERRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 22.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9601,  Location: 1.9W OF ADAMSVILLE (Lat: 37.173094,  Lng: -97.200125),  Route carried "on" structure: County highway 162,  Year Built: 1961,  Status: Posted for load,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 43 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 144 (year 2041),  Design Load: H 15,  Features Intersected: SLATE 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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $990,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,000,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 414301052524073,  Location: 4450 PARALLEL PARKWAY (Lat: 39.128522,  Lng: -94.682633),  Route carried "on" structure: City street 2524,  Year Built: 1975,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 18,600 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,500 (year 2043),  Design Load: HS 20,  Features Intersected: VICTORY DRIVE,  Facility Carried by Structure: PARALLELPARKWAY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $12,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 414301052535082,  Location: WOLCOTT DR. S. OF HUTTON (Lat: 39.186903,  Lng: -94.799253),  Route carried "on" structure: City street 2535,  Year Built: 1973,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 1,322 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,500 (year 2043),  Design Load: H 20,  Features Intersected: CONNOR CREEK,  Facility Carried by Structure: WOLCOTT DRIVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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,  Waterway Adequacy: Better than present minimum 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: March 2021,  Other Special Inspection Date: Febuary 2019,  Total Project Cost: $1,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 414301052550076,  Location: MINNESOTA AVE. FAIRFAX (Lat: 39.115972,  Lng: -94.614222),  Route carried "on" structure: City street 2550,  Year Built: 1939,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 21.85m (71.69ft),  Average Daily Traffic: 14,490 (year 2013),  Truck Traffic: 40%,  Average Future Daily Traffic: 16,000 (year 2043),  Design Load: HS 20,  Features Intersected: RAILROAD YARD,  Facility Carried by Structure: MINN AVE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 21.95m (72.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $12,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 414301052560002,  Location: JAMES ST. OVER KS. RIVER (Lat: 39.111447,  Lng: -94.616503),  Route carried "on" structure: City street 2560,  Year Built: 1987,  Status: Open,  Structure Length: 27.13m (89.01ft),  Average Daily Traffic: 4,900 (year 2013),  Truck Traffic: 60%,  Average Future Daily Traffic: 9,800 (year 2043),  Design Load: HS 20,  Features Intersected: KANSAS RIVER, R.R. YARD,  Facility Carried by Structure: JAMES STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 72.8m (238.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 87.8m (288.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 58.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: October 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: 414301052600057,  Location: E KS AVE OVER KS RIVER (Lat: 39.090053,  Lng: -94.608672),  Route carried "on" structure: City street 2600,  Year Built: 1921,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 42.52m (139.50ft),  Average Daily Traffic: 7,065 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,600 (year 2043),  Design Load: HS 20,  Features Intersected: KANSAS RIVER,  Facility Carried by Structure: KANSAS AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 31 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 17,  Length of Maximum Span: 98.1m (321.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $26,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41430105260049C,  Location: 3RD. ST. RAMP-CENTRAL AVE (Lat: 39.101389,  Lng: -94.617222),  Route carried "on" structure: City street 2574,  Year Built: 1990,  Status: Open,  Structure Length: 18.56m (60.89ft),  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 80%,  Average Future Daily Traffic: 2,500 (year 2043),  Design Load: HS 20,  Features Intersected: KANSAS RIVER,  Facility Carried by Structure: CENTRAL AVE.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 414301052624174,  Location: 5800 METROPOLITAN (Lat: 39.073133,  Lng: -94.713347),  Route carried "on" structure: City street 2624,  Year Built: 1935,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,800 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2043),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: METROPOLITAN
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 86.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 2021,  Other Special Inspection Date: November 2020

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Structure Number: 414301052825198,  Location: 59TH ST S OF METROPOLITAN (Lat: 39.072008,  Lng: -94.714550),  Route carried "on" structure: City street 2825,  Year Built: 1970,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 3,850 (year 2013),  Truck Traffic: 25%,  Average Future Daily Traffic: 6,700 (year 2043),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: 59TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: March 2021

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Structure Number: 414301052825207,  Location: INLAND DR E OF 59TH ST (Lat: 39.084117,  Lng: -94.713000),  Route carried "on" structure: City street 2825,  Year Built: 1950,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,680 (year 2013),  Truck Traffic: 40%,  Average Future Daily Traffic: 9,360 (year 2043),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: INLAND DRIVE
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: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: March 2021

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Structure Number: 414301052835032,  Location: 57TH. N. OF TAUROMEE (Lat: 39.109692,  Lng: -94.709789),  Route carried "on" structure: City street 2835,  Year Built: 1981,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,285 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,000 (year 2043),  Design Load: H 20,  Features Intersected: BRENNER HEIGHTS CREEK,  Facility Carried by Structure: 57TH. STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 24.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Other Special Inspection Date: Febuary 2019

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Structure Number: 414301052865136,  Location: SW BLVD. W. OF MISSION (Lat: 39.058694,  Lng: -94.625944),  Route carried "on" structure: City street 2865,  Year Built: 1996,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 7,720 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,800 (year 2043),  Design Load: HS 20,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: SOUTHWEST BLVD
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 414301052865258,  Location: MISSION RD OVER SW BLVD (Lat: 39.058700,  Lng: -94.623894),  Route carried "on" structure: City street 2865,  Year Built: 1965,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 17,850 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 26,800 (year 2043),  Design Load: HS 20,  Features Intersected: SOUTHWEST BOULEVARD,  Facility Carried by Structure: MISSION ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41493105262401,  Location: HOLLIDAY DR E OF 85TH ST (Lat: 39.047500,  Lng: -94.776667),  Route carried "on" structure: Business City street 2624,  Year Built: 1985,  Status: Open,  Structure Length: 3.46m (11.35ft),  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 80%,  Average Future Daily Traffic: 7,000 (year 2043),  Design Load: HS 20,  Features Intersected: QUIVIRA CREEK,  Facility Carried by Structure: HOLLIDAY DRIVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 514301050000005,  Location: 55TH. ST N OF STATE AVE. (Lat: 39.117894,  Lng: -94.705167),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 3,225 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,870 (year 2043),  Design Load: H 20,  Features Intersected: BRENNER HEIGHTS CK. TRIB,  Facility Carried by Structure: 55TH. STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.5 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 514301050000008,  Location: 6140 EVERETT (Lat: 39.120906,  Lng: -94.720756),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 950 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,300 (year 2043),  Design Load: HS 20,  Features Intersected: BRENNER HEIGHTS CREEK,  Facility Carried by Structure: EVERETT STREET
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 2021,  Other Special Inspection Date: November 2020

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Structure Number: 514301050000021,  Location: 12TH ST OVER KANSAS RIVER (Lat: 39.073489,  Lng: -94.640006),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 31.24m (102.49ft),  Average Daily Traffic: 3,770 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,600 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: KANSAS RIVER, R.R. YARDS,  Facility Carried by Structure: 12TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Navigation Control: Yes ( Vertical Clearance: 17.5m (57.4ft), Horizontal Clearance: 61.3m (201.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 63.7m (209.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 514301050000033,  Location: MUNCIE DR. E. OF 57TH ST. (Lat: 39.106472,  Lng: -94.708992),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,770 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2043),  Design Load: HS 20,  Features Intersected: BRENNER HEIGHTS CREEK,  Facility Carried by Structure: MUNCIE DRIVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: March 2021,  Other Special Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 514301050000039,  Location: 95 N. 61ST ST. (Lat: 39.099900,  Lng: -94.717883),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 1,300 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2043),  Design Load: HS 20,  Features Intersected: MUNCIE CREEK,  Facility Carried by Structure: 61ST. STREET
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Other Special Inspection Date: Febuary 2019

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Structure Number: 514301050000041,  Location: 6250 RIVERVIEW (Lat: 39.102272,  Lng: -94.722778),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 195 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2043),  Design Load: HS 20,  Features Intersected: MUNCIE CREEK,  Facility Carried by Structure: RIVERVIEW STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 2021

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Structure Number: 514301050000046,  Location: 6800 RIVERVIEW (Lat: 39.102217,  Lng: -94.740764),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 2,530 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,800 (year 2043),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: RIVERVIEW STREET
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: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Total Project Cost: $1,000 ( Estimate for 2015)

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Structure Number: 514301050000047,  Location: 72ND ST. S. OF LOWELL (Lat: 39.096542,  Lng: -94.745742),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 2,180 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,500 (year 2043),  Design Load: H 15,  Features Intersected: MILL CREEK,  Facility Carried by Structure: 72ND STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 2021,  Other Special Inspection Date: November 2020

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Structure Number: 514301050000048,  Location: 7330 KANSAS AVE (Lat: 39.087556,  Lng: -94.749386),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 2,180 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,360 (year 2043),  Design Load: H 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: KANSAS AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Other Special Inspection Date: January 2001,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 514301050000061,  Location: 8500 SWARTZ RD. (Lat: 39.080008,  Lng: -94.774808),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 150 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2043),  Design Load: HS 20,  Features Intersected: LITTLE TURKEY CREEK,  Facility Carried by Structure: SWARTZ STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Other Special Inspection Date: January 2001,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing