Share:

DONALD RD over S HICKORY CREEK

Map

Coordinates:
+33.28314, -97.34183
33°16'59" N, 97°20'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DONALD RD over S HICKORY CREEK
Structure number:180610AA0109001
Location:0.70 MI S OF FM 1173
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:76 [as of 2017]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:100.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$6,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Good7 out of 1076100.0
July 2015Good7 out of 1076100.0
August 2013Good7 out of 1076100.0
August 2011Good7 out of 1076100.0
August 2009Good7 out of 1076100.0
August 2007Good7 out of 107698.0
August 2005PoorN out of 107625.3
June 2003PoorN out of 107630.4
July 2001PoorN out of 107630.4
July 2000PoorN out of 107430.4
June 1998PoorN out of 107025.0
March 1996FairN out of 107054.6
March 1994FairN out of 1010050.4
February 1992FairN out of 1010041.7
May 1990FairN out of 1010076.3