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CR 468 over WOLF CREEK

Map

Coordinates:
+32.01816, -95.80872
32°01'05" N, 95°48'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 468 over WOLF CREEK
Structure number:100010AA0468002
Location:2.45 MI N OF FM 837
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:County Highway Agency [02]
Year built:2002
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2013]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:97.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$34,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Good7 out of 105097.0
September 2015Good7 out of 105097.0
September 2013Good7 out of 105098.0
September 2011Good7 out of 105099.0
September 2009Good7 out of 1050100.0
October 2007Good7 out of 1050100.0
October 2005Good7 out of 1050100.0
October 2003Good7 out of 105097.0