FM 578 over DRAW


+32.93927, -98.89946
32°56'21" N, 98°53'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 578 over DRAW
Structure number:232150103101009
Location:9.6 MI N OF US 183
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:8.9 ft. [2.7 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:260 [as of 2013]
Truck traffic:31% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:89.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Good7 out of 1026089.6
September 2015Good7 out of 1026089.3
September 2013Good7 out of 1024089.3
September 2011Good7 out of 1017096.9
August 2009Good7 out of 1016087.0
November 2007Good7 out of 1024087.0
November 2005Good7 out of 1018087.0
December 2003Good7 out of 1021086.7
November 2001Good7 out of 1028086.6
November 1999Good7 out of 1028086.6
December 1997Good7 out of 1017086.5
January 1996Good7 out of 1017093.7
February 1992Good7 out of 1018096.7
March 1988Good8 out of 1019096.7