Share:

FM 591 over MILL CREEK

Map

Coordinates:
+31.88553, -98.33651
31°53'08" N, 98°20'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 591 over MILL CREEK
Structure number:230470103901007
Location:0.35 MI W OF FM 1702
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:7.9 ft. [2.4 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:State Highway Agency [01]
Year built:1952
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:110 [as of 2013]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:73.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Fair6 out of 1011073.9
August 2015Fair6 out of 1011077.9
August 2013Fair5 out of 1011062.9
August 2011Fair6 out of 1012073.9
July 2009Good7 out of 1013075.9
August 2007Fair6 out of 1018064.0
September 2005Fair6 out of 1018064.0
October 2003Good7 out of 1018063.7
September 2001Good7 out of 1018063.7
November 1999Good7 out of 1016063.7
January 1998Good7 out of 1013067.3
February 1996Fair6 out of 1013071.3
June 1992Good7 out of 1013077.0
April 1988Good7 out of 1010093.0