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ROCK ROAD over WEST BRANCH GYPSUM CREEK

Map 

Coordinates:
+37.69019, -97.24451
37°41'25" N, 97°14'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROCK ROAD over WEST BRANCH GYPSUM CREEK
Structure number:430400876625030
Location:ROCK RD .25 M S CENTRAL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
Year reconstructed:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Posted for load [P]
Average daily traffic:27,900 [as of 2006]
Truck traffic:4% 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]
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:31.9 tons [29.0 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:56.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201556.9Not deficient---27900
October 201356.9Not deficient---27900
September 201171.3Not deficient---27900
November 200971.3Not deficient---27900
July 200771.3Not deficient---27900
November 200268.6Not deficient---32190
February 200068.6Not deficient---32190
March 199769.5Not deficient---27629
January 199568.3Not deficient---30217
May 199350.9Functionally obsolete---30217
May 199151.3Functionally obsolete---28622