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SH 15 over Draw

Map

Coordinates:
+36.26951, -101.43093
36°16'10" N, 101°25'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 15 over Draw
Structure number:040990079005001
Location:1.2 Mi W of SH 136
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:5.9 ft. [1.8 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Owner:State Highway Agency [01]
Year built:1948
Year reconstructed:1964
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,280 [as of 2013]
Truck traffic:27% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
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: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:70.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2016Fair6 out of 10128070.7
August 2014Fair6 out of 10120070.7
August 2012Fair6 out of 10120070.7
February 2011Fair6 out of 1086070.9
February 2009Fair6 out of 1086071.0
April 2007Fair6 out of 1090071.0
April 2005Fair6 out of 1097071.0
August 2003Fair6 out of 10115075.4
September 2001Good7 out of 10130072.4
August 1999Good7 out of 10110072.4
June 1997Good7 out of 10115072.4
June 1995Good7 out of 10110072.4
June 1993Good7 out of 1077072.5
May 1991Good7 out of 10120081.2