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CEMENT MOUNTAIN P3 over EAST ROCK CREEK

Map

Coordinates:
+33.12662, -98.41233
33°07'36" N, 98°24'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CEMENT MOUNTAIN P3 over EAST ROCK CREEK
Structure number:021200AA0222001
Location:AT SW END OF FM 3209
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.1 ft. [11.3 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:14.4 ft. [4.4 m]
Owner:County Highway Agency [02]
Year built:1946
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:60 [as of 2011]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:53.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$19,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryGoodSatisfactory6053.3
January 2015FairSatisfactoryGoodSatisfactory6053.1
January 2013FairSatisfactoryGoodSatisfactory6053.1
January 2011FairSatisfactoryVery GoodSatisfactory6053.3
January 2009FairSatisfactoryVery GoodVery Good6053.3
January 2007FairSatisfactoryVery GoodVery Good6053.3
January 2005FairSatisfactoryVery GoodVery Good6053.1
January 2003FairSatisfactoryVery GoodVery Good6053.1
January 2001FairSatisfactoryVery GoodVery Good6061.4
January 1999FairSatisfactoryVery GoodVery Good5061.4
April 1997FairSatisfactoryVery GoodVery Good10061.3
March 1995GoodGoodVery GoodVery Good10061.3
February 1993GoodGoodVery GoodVery Good10066.0
February 1991GoodVery GoodVery GoodVery Good10066.0