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FM 601 over HUBBARD CREEK

Map

Coordinates:
+32.69043, -99.16494
32°41'26" N, 99°09'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 601 over HUBBARD CREEK
Structure number:082090010703012
Location:7.55 MI E OF SH 6
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:149.9 ft. [45.7 m]
Total length:266.1 ft. [81.1 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:190 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:50.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$395,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactoryFairSatisfactory19050.6
July 2015FairSatisfactoryFairSatisfactory19051.3
August 2013FairFairFairSatisfactory21046.2
August 2011FairFairFairSatisfactory30045.9
April 2009FairFairFairSatisfactory18046.6
April 2007FairFairFairSatisfactory16048.7
April 2005FairFairFairSatisfactory14047.7
March 2003FairSatisfactorySatisfactoryGood13050.7
March 2001FairSatisfactorySatisfactoryGood17050.5
March 1999FairSatisfactorySatisfactoryGood16050.6
June 1997FairSatisfactorySatisfactoryGood17053.6
August 1995FairSatisfactorySatisfactoryGood19062.0
February 1993FairFairGoodGood21066.0
December 1990PoorPoorGoodGood17064.1