BROADWAY over CHISHOLM CREEK (Route: 0)
Num:530400870WDCW25x
Open: no restriction [A]
Built: 1936, 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 [1] Culvert [19]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 13.4 m = 44.0 ft
Main Spans: 3 at 4.3 m = 14.1 ft
Approach Spans: 0
Skew: 10
Width, Roadway: 13.4 m = 44.0 ft (4 Lanes) and Out-To-Out: 16 m = 52.5 ft for a 13.4 m = 44.0 ft approaching roadway.
Vertical Clearance: 30.47 m = 100.0 ft and Navigational Clearance: 0 = N/A

Location
Wichita [79000]: Sedgwick County [173], Kansas [20]
Owned by City or Municipal Highway Agency [04], DOT District: 5
BROADWAY AT 25TH ST NORTH

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design: M 18 / H 20 [4]
Operating: 39 metric ton = 42.9 tons (Load Factor(LF) [1])
Inventory: 22.7 metric ton = 25.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: December 1999 [1299] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 11500 (2006) and Trucks: 4%
Future ADT: 20500 (In 2039 )

MARKET over CHISHOLM CREEK (Route: 0)
Num:530400870WDCW30x
Open: no restriction [A]
Built: 1984, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.1 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: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 31.4 m = 103.0 ft
Main Spans: 3 at 12.2 m = 40.0 ft
Approach Spans: 0
Skew: 10
Width, Roadway: 9 m = 29.5 ft (2 Lanes) and Out-To-Out: 13.6 m = 44.6 ft for a 8.5 m = 27.9 ft approaching roadway.
Vertical Clearance: 30.47 m = 100.0 ft and Navigational Clearance: 0 = N/A

Location
Wichita [79000]: Sedgwick County [173], Kansas [20]
Owned by City or Municipal Highway Agency [04], DOT District: 5
MARKET AT MARKWAY

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 74.8 metric ton = 82.3 tons (Load Factor(LF) [1])
Inventory: 44.8 metric ton = 49.3 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: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: December 1999 [1299] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 2600 (2002) and Trucks: 2%
Future ADT: 3000 (In 2039 )

25TH STREET NORTH over CHISHOLM CREEK (Route: 0)
Num:530400870WDCW40x
Open: no restriction [A]
Built: 1999, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 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: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Bridge Dimensions
Length: 31.1 m = 102.0 ft
Main Spans: 3 at 11.9 m = 39.0 ft
Approach Spans: 0
Skew: 45
Width, Roadway: 8.6 m = 28.2 ft (2 Lanes) and Out-To-Out: 13.4 m = 44.0 ft for a 8.6 m = 28.2 ft approaching roadway.
Vertical Clearance: 30.47 m = 100.0 ft and Navigational Clearance: 0 = N/A

Location
Wichita [79000]: Sedgwick County [173], Kansas [20]
Owned by City or Municipal Highway Agency [04], DOT District: 5
25TH ST. N AT PARK PLACE

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 65.3 metric ton = 71.8 tons (Load Factor(LF) [1])
Inventory: 39 metric ton = 42.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: December 1999 [1299] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 630 (2006) and Trucks: 2%
Future ADT: 690 (In 2039 )

21ST STREET NORTH over CHISHOLM CREEK (Route: 6500)
Num:430400876500020x
Open: no restriction [A]
Built: 1964, Reconstructed: 2002
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Culvert [19]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 15 m = 49.2 ft
Main Spans: 3 at 4.9 m = 16.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 14.7 m = 48.2 ft (4 Lanes) and Out-To-Out: 19.7 m = 64.6 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 30.47 m = 100.0 ft and Navigational Clearance: 0 = N/A

Location
Wichita [79000]: Sedgwick County [173], Kansas [20]
Owned by City or Municipal Highway Agency [04], DOT District: 5
21ST ST. N AT ST FRANCIS

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design: M 18 / H 20 [4]
Operating: 87.8 metric ton = 96.6 tons (Load Factor(LF) [1])
Inventory: 52.5 metric ton = 57.8 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: December 1999 [1299] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 13800 (2006) and Trucks: 4%
Future ADT: 26000 (In 2039 )