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CR 317 over PICKERING CREEK

Map

Coordinates:
+30.80721, -94.07948
30°48'26" N, 94°04'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 317 over PICKERING CREEK
Structure number:201220AA0307002
Location:3.15 MI S OF FM 777
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:County Highway Agency [02]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:210 [as of 2015]
Structural appraisal:Better than present minimum criteria [7]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:77.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 1021077.7
May 2015Good7 out of 1021077.7
June 2013Good7 out of 1021096.8
June 2011Good7 out of 1021096.8
June 2009Good7 out of 1021096.8
August 2008Good7 out of 1021096.8
June 2007PoorN out of 1021028.2
July 2005PoorN out of 1010028.9
November 2003PoorN out of 104029.3
October 2002PoorN out of 104029.3
October 2001PoorN out of 104029.2
August 1999PoorN out of 104029.2
July 1997PoorN out of 104029.2
March 1995PoorN out of 104029.6
May 1993PoorN out of 104029.6
January 1992PoorN out of 104029.6
October 1990PoorN out of 104029.6