K15 HWY over SAND CREEK (Route: 15)
Num:999901500400641x
Open: no restriction [A]
Built: 1970, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Low slump Concrete [4]

Bridge Dimensions
Length: 66.7 m = 218.8 ft
Main Spans: 5 at 18 m = 59.1 ft
Approach Spans: 0
Skew: 28
Width, Roadway: 16.5 m = 54.1 ft (4 Lanes) and Out-To-Out: 20.7 m = 67.9 ft for a 16.5 m = 54.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Newton [50475]: Harvey County [079], Kansas [20]
Owned by State Highway Agency [01], DOT District: 52
1.66 MI. S. OF I-135

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 59.9 metric ton = 65.9 tons (Load Factor(LF) [1])
Inventory: 35.4 metric ton = 38.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: October 2020 [1020] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 4495 (2019) and Trucks: 6%
Future ADT: 4967 (In 2040 )

12th Street over Sand Creek (Route: 0)
Num:420500404108034x
Open: no restriction [A]
Built: 1983, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 66.8 m = 219.2 ft
Main Spans: 5 at 14.6 m = 47.9 ft
Approach Spans: 0
Skew: 19
Width, Roadway: 13.4 m = 44.0 ft (2 Lanes) and Out-To-Out: 17.2 m = 56.4 ft for a 12.4 m = 40.7 ft approaching roadway.
Vertical Clearance: 30.47 m = 100.0 ft and Navigational Clearance: 0 = N/A

Location
Newton [50475]: Harvey County [079], Kansas [20]
Owned by City or Municipal Highway Agency [04], DOT District: 5
12th St. & Plum

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: MS 18 / HS 20 [5]
Operating: 70.9 metric ton = 78.0 tons (Load Factor(LF) [1])
Inventory: 42.5 metric ton = 46.8 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 7470 (2019) and Trucks: 8%
Future ADT: 7800 (In 2038 )

10th Street over Sand Creek (Route: 0)
Num:520500400000074x
Open: no restriction [A]
Built: 1998, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 56.8 m = 186.4 ft
Main Spans: 4 at 16 m = 52.5 ft
Approach Spans: 0
Skew: 26
Width, Roadway: 12.2 m = 40.0 ft (2 Lanes) and Out-To-Out: 17.3 m = 56.8 ft for a 12.1 m = 39.7 ft approaching roadway.
Vertical Clearance: 30.47 m = 100.0 ft and Navigational Clearance: 0 = N/A

Location
Newton [50475]: Harvey County [079], Kansas [20]
Owned by City or Municipal Highway Agency [04], DOT District: 5
10th and plum

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: MS 18 / HS 20 [5]
Operating: 61.3 metric ton = 67.4 tons (Load Factor(LF) [1])
Inventory: 36.8 metric ton = 40.5 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 1075 (2016) and Trucks: 8%
Future ADT: 1300 (In 2038 )