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WEST STREET over BIG SLOUGH CREEK

Map 

Coordinates:
+37.63333, -97.39000
37°37'60" N, 97°23'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST STREET over BIG SLOUGH CREEK
Structure number:430400870035S10
Location:WEST AND CALVERT
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:12,500 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:65.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201565.3Not deficient---12500
October 201365.3Not deficient---12500
September 201161.2Functionally obsolete---12500
November 200961.2Functionally obsolete---12500
June 200761.2Functionally obsolete---12500