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RM 2400 over DRAW

Map

Coordinates:
+30.39453, -102.19474
30°23'40" N, 102°11'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RM 2400 over DRAW
Structure number:062220229702002
Location:10.00 MI NE OF PECOS C/L
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.9 ft. [7.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1961
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2013]
Truck traffic:19% of total traffic
Structural 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:96.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Fair6 out of 105096.6
February 2015Fair6 out of 105096.6
May 2013Good7 out of 105096.6
June 2009Fair6 out of 109096.5
July 2005Fair6 out of 1016096.2
August 2001Good7 out of 1012096.7
November 1998Good7 out of 109096.8
January 1996Good7 out of 1017095.8
November 1992Good7 out of 106096.3
August 1988Good7 out of 107094.2