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

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Structure Number: 426350462525002,  Location: 0.40N OF SM PKWY FAU 2724 (Lat: 39.015306,  Lng: -94.825444),  Route carried "on" structure: City street 2525,  Year Built: 1988,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 5,308 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,400 (year 2027),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: WOODLAND ROAD #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.7 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: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  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: 426350462525042,  Location: 2 MI N OF SH. MIS. PKWY (Lat: 39.034889,  Lng: -94.825417),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 3,737 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,500 (year 2027),  Design Load: HS 20,  Features Intersected: MILL CREEK TRIB.,  Facility Carried by Structure: WOODLAND ROAD #42
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008

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Structure Number: 426350462624008,  Location: 0.19NW OF HOLIDAY DRIVE (Lat: 39.038333,  Lng: -94.816667),  Route carried "on" structure: City street 2624,  Year Built: 1960,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 1,555 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,865 (year 2024),  Design Load: H 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: WILDER ROAD #8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 426350462624028,  Location: 0.75E OF K 7 HWY (Lat: 39.043500,  Lng: -94.847500),  Route carried "on" structure: City street 2624,  Year Built: 1930,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,317 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,000 (year 2027),  Design Load: HS 20,  Features Intersected: KANSAS RIVER TRIBUTARY,  Facility Carried by Structure: 47TH STREET #28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 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: Febuary 2008

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Structure Number: 426350462653001,  Location: 0.30S OF MIDLAND DRIVE (Lat: 38.995806,  Lng: -94.779000),  Route carried "on" structure: City street 2653,  Year Built: 1982,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 7,354 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,900 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LITTLE MILL CREEK,  Facility Carried by Structure: RENNER ROAD #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 426350462701004,  Location: 0.04S OF MIDLAND DRIVE (Lat: 38.997889,  Lng: -94.761194),  Route carried "on" structure: City street 2701,  Year Built: 1990,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 8,880 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,700 (year 2027),  Design Load: HS 20,  Features Intersected: LITTLE MILL CREEK,  Facility Carried by Structure: LACKMAN ROAD #4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  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: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  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: 426350462701023,  Location: 4.24E OF K-7 HWY (Lat: 39.008750,  Lng: -94.761167),  Route carried "on" structure: City street 2701,  Year Built: 1998,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 14,989 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,000 (year 2027),  Design Load: HS 20,  Features Intersected: SM PKWY FAU 2724,  Facility Carried by Structure: LACKMAN ROAD #23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  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: 426350462721044,  Location: .25 MI E OF k-7 (Lat: 39.043472,  Lng: -94.853111),  Route carried "on" structure: City street 2721,  Year Built: 2001,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 3,292 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,000 (year 2027),  Design Load: HS 20,  Features Intersected: TRIB TO KANSAS RIVER,  Facility Carried by Structure: 47TH ST #44
Minimum Vertical Clearance: 10.00m (32.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Toll: On Interstate toll segment,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 90.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 426350462724015,  Location: 1.79E OF K-7 HWY. (Lat: 39.009417,  Lng: -94.820889),  Route carried "on" structure: City street 2724,  Year Built: 1969,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 30,100 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,200 (year 2027),  Design Load: HS 20,  Features Intersected: BNSF RAILROAD,  Facility Carried by Structure: SM PKWY W.B. #15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 426350462724016,  Location: 1.80E OF K 7 HWY (Lat: 39.009222,  Lng: -94.821028),  Route carried "on" structure: City street 2724,  Year Built: 1973,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 30,100 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,200 (year 2027),  Design Load: H 20,  Features Intersected: BNSF RAILROAD,  Facility Carried by Structure: SM PKWY E.B. #16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 426350462724017,  Location: 2.05E OF K-7 HWY. (Lat: 39.009278,  Lng: -94.816167),  Route carried "on" structure: City street 2724,  Year Built: 1969,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 30,100 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,200 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK,  Facility Carried by Structure: SM PKWY WB #17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.4 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: 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: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 426350462724018,  Location: 2.06E OF K 7 HWY (Lat: 39.009083,  Lng: -94.816000),  Route carried "on" structure: City street 2724,  Year Built: 1973,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 30,100 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,200 (year 2027),  Design Load: H 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: SM PKWY EB #18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.4 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42635046272402,  Location: 4.01E OF K 7 HWY (Lat: 39.010250,  Lng: -94.779861),  Route carried "on" structure: City street 2724,  Year Built: 1968,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 36,830 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,200 (year 2027),  Design Load: H 20,  Features Intersected: RENNER ROAD FAU 2653,  Facility Carried by Structure: SM PKWY WB #20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  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: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 426350462724021,  Location: 4.02E OF K 7 HWY (Lat: 39.010028,  Lng: -94.779861),  Route carried "on" structure: City street 2724,  Year Built: 1973,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 36,830 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,200 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RENNER ROAD FAU 2653,  Facility Carried by Structure: SM PKWY EB #21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 426350462724024,  Location: 7.90E OF K 7 HWY (Lat: 39.014694,  Lng: -94.710194),  Route carried "on" structure: City street 2724,  Year Built: 1936,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 43,510 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 52,300 (year 2027),  Design Load: H 20,  Features Intersected: TURKEY CREEK TRIBUTARY,  Facility Carried by Structure: SM PKWY #24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: Febuary 2008,  Bridge Improvement Cost: $2,000,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $3,069,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 426350462724026,  Location: 8.05E OF K-7 HWY (Lat: 39.014639,  Lng: -94.707417),  Route carried "on" structure: City street 2724,  Year Built: 1994,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 157 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2027),  Design Load: HS 20,  Features Intersected: TURKEY CREEK TRIBUTARY,  Facility Carried by Structure: PNR XNG PK ENT #26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 426350462760056,  Location: BETWEEN SUMMMIT & PARK (Lat: 38.995056,  Lng: -94.745472),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 7,487 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,000 (year 2027),  Features Intersected: LITTLE MILL CK TRIB,  Facility Carried by Structure: BLACKFISH PKWY #56
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 39.0 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: Equal 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: Febuary 2008

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Structure Number: 526350460000005,  Location: 0.04E OF MIDLAND DRIVE (Lat: 39.000250,  Lng: -94.754111),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,466 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,800 (year 2027),  Design Load: HS 20,  Features Intersected: LITTLE MILL CREEK TRIB,  Facility Carried by Structure: 71ST STREET #5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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: Febuary 2008,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52635046000001,  Location: 0.25 MI S. OF MIDLAND DR. (Lat: 39.003389,  Lng: -94.805583),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1986,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 212 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2027),  Design Load: H 20,  Features Intersected: LITTLE MILL CREEK,  Facility Carried by Structure: KIMBERLY LANE #10
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Private,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.55m (8.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $288,000 ( Estimate for 2008),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 526350460000011,  Location: 63RD STREET (Lat: 39.014139,  Lng: -94.872417),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 455 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2027),  Design Load: H 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: CLARE ROAD #11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 67.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 526350460000012,  Location: 0.02E OF GLEASON ROAD (Lat: 38.999972,  Lng: -94.862528),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,297 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,600 (year 2027),  Features Intersected: CLEAR CREEK TRIBUTARY,  Facility Carried by Structure: 71ST STREET #12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 526350460000013,  Location: 0.20E OF MIZE ROAD (Lat: 39.000000,  Lng: -94.877667),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,325 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,600 (year 2027),  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: 71ST STREET #13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 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: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $411,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 526350460000014,  Location: 1.20E OF K 7 HWY (Lat: 39.050694,  Lng: -94.839500),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 74 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 100 (year 2027),  Features Intersected: KANSAS RIVER TRIBUTARY,  Facility Carried by Structure: 43RD STREET #14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2008,  Critical Feature Inspection Date: Febuary 2008,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $576,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 526350460000019,  Location: 3.33E OF K 7 HWY (Lat: 39.010583,  Lng: -94.792528),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 330 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 400 (year 2027),  Design Load: H 20,  Features Intersected: SM PKWY FAU 2724,  Facility Carried by Structure: LIND ROAD #19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 526350460000022,  Location: 4.53E OF K 7 HWY (Lat: 39.008444,  Lng: -94.770361),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 30,120 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,200 (year 2027),  Design Load: H 20,  Features Intersected: SM PKWY FAU 2724,  Facility Carried by Structure: MAURER ROAD #22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  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: 526350460000027,  Location: 1.50E OF K 7 HWY (Lat: 39.029500,  Lng: -94.818278),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 19.17m (62.89ft),  Average Daily Traffic: 10,336 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,500 (year 2027),  Design Load: HS 20,  Features Intersected: MILL CK. & BNSF RAILROAD,  Facility Carried by Structure: JOHNSON DRIVE #27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.17m (62.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $4,225,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $5,531,000 ( Estimate for 2004),  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: 52635046000003,  Location: 0.1N OF 55TH. ST. (Lat: 39.030417,  Lng: -94.755611),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 646 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 800 (year 2027),  Design Load: H 20,  Features Intersected: KANSAS RIVER TRIBUTARY,  Facility Carried by Structure: ALDEN LANE #30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 49.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 526350460000031,  Location: 800' N. OF 63RD. ST. (Lat: 39.015528,  Lng: -94.869889),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 119 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2027),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: ARAPAHOE ST #31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 49.5 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: Febuary 2008,  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: 526350460000032,  Location: 200' E. OF MIDLAND DR. (Lat: 38.997472,  Lng: -94.756778),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,618 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,200 (year 2027),  Features Intersected: LITTLE MILL CREEK TRIB.,  Facility Carried by Structure: BLACKFISH PKWY #32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Febuary 2008,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 526350460000033,  Location: 900' EAST OF PFLUMM ROAD (Lat: 38.994861,  Lng: -94.739417),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 8,866 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,700 (year 2027),  Features Intersected: LITTLE MILL CREEK TRIB.,  Facility Carried by Structure: BLACKFISH PKWY #33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: Febuary 2008,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 526350460000034,  Location: 0.4N. OF FAU 2724 (Lat: 39.016472,  Lng: -94.839222),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 10,092 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,200 (year 2027),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: MONTICELLO RD #34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $560,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $924,000 ( Estimate for 2008),  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: 526350460000035,  Location: 350' SO. BLACKFISH PARKWY (Lat: 38.994556,  Lng: -94.742361),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 8,723 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,500 (year 2027),  Features Intersected: LITTLE MILL CREEK TRIB.,  Facility Carried by Structure: PFLUMM ROAD #35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: Febuary 2008,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 526350460000037,  Location: .5 MI S OF 75TH ST. (Lat: 38.986389,  Lng: -94.705472),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,235 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,900 (year 2027),  Design Load: HS 20,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: SWITZER RD #37
Minimum Vertical Clearance: 10.00m (32.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 526350460000038,  Location: INTR. OF NEIMAN RD AND 61 (Lat: 39.018889,  Lng: -94.714583),  Route carried "on" structure: City street ,  Year Built: 1978,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 15,212 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,300 (year 2027),  Design Load: HS 20,  Features Intersected: TURKEY CREEK TRIB,  Facility Carried by Structure: NEIMAN RD #38
Minimum Vertical Clearance: 10.00m (32.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  Culverts: Fair,  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: 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: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 526350460000039,  Location: 0.34 MI NORTH OF 47TH ST (Lat: 39.047639,  Lng: -94.849667),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 473 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 600 (year 2027),  Design Load: HS 20,  Features Intersected: TRIB TO KANSAS RIVER,  Facility Carried by Structure: 44TH TERRACE #39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 52635046000004,  Location: .25 MI EAST OF K-7 (Lat: 39.035167,  Lng: -94.858250),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 926 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,200 (year 2027),  Design Load: HS 20,  Features Intersected: TRIB TO KANSAS RIVER,  Facility Carried by Structure: OLD K-7 #40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 90.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 526350460000041,  Location: 0.5 MI WEST OF 7 HWY (Lat: 39.007278,  Lng: -94.860694),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 1,754 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,200 (year 2027),  Design Load: HS 20,  Features Intersected: CLEAR CREEK TRIB.,  Facility Carried by Structure: 67TH STREET #41
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008

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Structure Number: 526350460000047,  Location: 1 MI W. OF I-435 (Lat: 39.039083,  Lng: -94.806639),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 1,555 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,865 (year 2024),  Design Load: HS 20,  Features Intersected: HAYES CREEK,  Facility Carried by Structure: WILDER ROAD #47
Minimum Vertical Clearance: 4.10m (13.45ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.7 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 526350460000048,  Location: JUST W. OF FLINT ST. (Lat: 39.021389,  Lng: -94.719056),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 200 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 240 (year 2024),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: PRIVATE DRIVE #48
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.2 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: Febuary 2008

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Structure Number: 526350460000055,  Location: SOUTH OF 60TH (Lat: 39.019917,  Lng: -94.718111),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,689 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,100 (year 2027),  Features Intersected: CREEK,  Facility Carried by Structure: FLINT AVENUE #55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 39.0 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: Equal to present minimum criteria,  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: Febuary 2008

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Structure Number: 526350460000059,  Location: 0.1N OF 55 TH ST (Lat: 39.031611,  Lng: -94.746472),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.47m (4.82ft),  Average Daily Traffic: 6,009 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,300 (year 2027),  Features Intersected: KANSAS RIVER TRIB,  Facility Carried by Structure: PFLUMM RD # 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008

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Structure Number: 52635046000006,  Location: .1 S. OF 55 TH ST. (Lat: 39.027333,  Lng: -94.751750),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,240 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,500 (year 2027),  Features Intersected: LAKEVIEW ESTATES LK SPIL,  Facility Carried by Structure: WIDMER RD. # 60
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: Febuary 2008

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Structure Number: 526350460000061,  Location: 0.1 N. OF 75 TH ST. (Lat: 38.993222,  Lng: -94.823750),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 173 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2027),  Features Intersected: MILL CREEK TRIBUTARY,  Facility Carried by Structure: WOODLAND DR. # 61
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.5 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: 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: Febuary 2008

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Structure Number: 526350460000062,  Location: 500' S OF 71ST ST (Lat: 38.997500,  Lng: -94.856944),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2026),  Design Load: HS 20,  Features Intersected: CLEAR CREEK TRIBUTARY,  Facility Carried by Structure: HEDGE LN TER #62
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 526350460000063,  Location: .5 MILES WEST OF I-435 (Lat: 39.039167,  Lng: -94.804722),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,555 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,865 (year 2024),  Design Load: HS 20,  Features Intersected: DRAINAGE,  Facility Carried by Structure: HOLIDAY DRIVE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008

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Structure Number: 999900700461441,  Location: 7.51 MI N JCT K7&K10 (Lat: 39.048333,  Lng: -94.861389),  Route carried "on" structure: State highway 7,  Year Built: 1959,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 9,500 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,186 (year 2027),  Design Load: HS 20,  Features Intersected: ATSF RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.925,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.74m (15.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $238,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999900700462421,  Location: 2.50 MI N JCT K7&K10 (Lat: 38.978889,  Lng: -94.853333),  Route carried "on" structure: City street 1528,  Year Built: 1982,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 6,305 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,638 (year 2027),  Design Load: HS 20,  Features Intersected: K7 HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.74m (25.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $353,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $530,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete