SH 118 over DRAW


+30.39383, -103.67832
30°23'38" N, 103°40'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 118 over DRAW
Structure number:240220035802019
Location:2.70 MI N OF US 67/90 WB
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:4.9 ft. [1.5 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1983
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: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: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,030 [as of 2013]
Truck traffic:11% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:97.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Good7 out of 10103097.0
April 2015Good7 out of 10103097.0
April 2013Good7 out of 10100097.0
May 2011Good7 out of 10120097.0
May 2009Good7 out of 10145097.0
April 2007Good7 out of 10154097.0
April 2005Good7 out of 101300100.0
March 2003Good7 out of 101050100.0
April 2001Good7 out of 101350100.0
May 1999Good7 out of 10120097.0
June 1997Good7 out of 10105097.0
June 1995Good7 out of 10110093.0
June 1993Good7 out of 1092097.0
May 1991Good7 out of 10890100.0