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FARMVIEW over WEST BRANCH GYPSUM CREEK

Map 

Coordinates:
+37.71488, -97.25595
37°42'54" N, 97°15'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FARMVIEW over WEST BRANCH GYPSUM CREEK
Structure number:53040087000FV10
Location:FARMVIEW AT LAWRENCE LANE
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:5.9 ft. [1.8 m]
Total length:28.9 ft. [8.8 m]
Skew angle:19°
Owner:City or Municipal Highway Agency [04]
Year built:1967
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:4
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:450 [as of 2006]
Truck traffic:1% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:27.9 tons [25.4 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Sufficiency rating:75.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$255,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201575.1Not deficient---450
October 201375.1Not deficient---450
September 201174.1Not deficient---450
November 200974.1Not deficient---450
July 200771.1Not deficient---450
November 200272.3Not deficient---420
February 200072.3Not deficient---420
March 199773.3Not deficient---400
January 199573.1Not deficient---400