Share:

OLIVER over EAST FORK CHISHOLM CR.

Map 

Coordinates:
+37.74112, -97.28065
37°44'28" N, 97°16'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLIVER over EAST FORK CHISHOLM CR.
Structure number:430400876525050
Location:OLIVER AT NORWOOD(NO.)
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:17.1 ft. [5.2 m]
Total length:54.5 ft. [16.6 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1949
Year reconstructed:1988
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2006]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
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:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:73.9

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201573.9Good7 out of 10FO10000
October 201371.9Good7 out of 10FO10000
October 201192.7Good7 out of 10-10000
November 200992.7Good7 out of 10-10000
May 200792.7Good7 out of 10-10000
November 200293.2Good7 out of 10-7895
February 200093.2GoodN out of 10-7895
March 199794.3GoodN out of 10-7487
January 199591.1Good8 out of 10-7861
May 199397.8Good9 out of 10-14653
May 199197.8Good9 out of 10-14653