US 50 HWY over ATSFRR & SAND CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+38.02623, -97.36113
38°01'34" N, 97°21'40" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	US 50 HWY over ATSFRR & SAND CREEK
Structure number:	999905000400721
Location:	1.36 MI. W. K-15 W. JCT.
Purpose:	Carries highway over railroad and waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	125.0 ft. `[38.1 m]`
Total length:	455.4 ft. `[138.8 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	45.9 ft. `[14.0 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1975
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	4
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	8,810 `[as of 2011]`
Truck traffic:	17% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	66.6
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$691,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2012	Poor	Good	Poor	Good	8810	66.6
August 2011	Poor	Good	Poor	Good	8720	66.4
October 2010	Poor	Good	Poor	Good	8720	66.4
November 2009	Poor	Good	Poor	Good	9570	65.9
August 2008	Poor	Good	Poor	Good	9260	66.1
November 2006	Poor	Good	Poor	Good	10900	57.3
September 2004	Poor	Good	Poor	Good	9300	58.3
September 2002	Fair	Good	Satisfactory	Good	7690	97.1
October 2000	Fair	Good	Satisfactory	Good	7555	96.2
August 1998	Fair	Good	Satisfactory	Good	7620	96.1
September 1996	Fair	Good	Satisfactory	Good	7185	95.3
December 1994	Good	Very Good	Very Good	Very Good	5685	95.9
July 1992	Good	Very Good	Very Good	Good	6145	95.7
October 1991	Good	Very Good	Very Good	Very Good	6155	95.7