+32.22049, -97.33577
32°13'14" N, 97°20'09" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 1205 - PCT. 1 over BR OF MUSTANG CREEK
Structure number:021270AA0481002
Location:1.6 MI SE FM 916 E RIO VI
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:180 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$54,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairVery GoodGoodSatisfactory18088.9
November 2014GoodVery GoodGoodGood18088.9
November 2012GoodVery GoodGoodGood18088.9
November 2010GoodVery GoodGoodGood18091.4
November 2008GoodVery GoodGoodGood18091.4
November 2006GoodVery GoodGoodGood18091.4
November 2004GoodVery GoodGoodGood18091.4
November 2002GoodVery GoodGoodGood18091.4
February 2000GoodExcellentExcellentExcellent18091.4
November 1998FairSatisfactorySatisfactoryGood15033.4
November 1996FairSatisfactorySatisfactoryGood15033.4
December 1994FairSatisfactorySatisfactoryGood15033.4
November 1992FairSatisfactorySatisfactoryGood15042.7
October 1990FairVery GoodSatisfactoryGood15042.7