CR 214 over DRAW


+34.10676, -100.86927
34°06'24" N, 100°52'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:CR 214 over DRAW
Structure number:251730AA0161001
Location:1.30 MI E OF SH 70
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1938
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:60 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:89.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$41,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201489.5Not deficientGoodGoodGood60
September 201289.5Not deficientGoodGoodGood60
August 201089.8Not deficientGoodGoodGood60
October 200889.8Not deficientVery GoodVery GoodGood60
November 200689.8Not deficientVery GoodVery GoodGood60
December 200488.5Not deficientVery GoodVery GoodGood60
January 200388.5Not deficientVery GoodVery GoodVery Good60
December 200089.5Not deficientVery GoodVery GoodVery Good60
December 199889.5Not deficientVery GoodVery GoodVery Good60
January 199775.1Not deficientVery GoodVery GoodVery Good60
January 199579.6Functionally obsoleteVery GoodVery GoodVery Good60
March 199379.6Functionally obsoleteGoodVery GoodVery Good60
February 199179.6Functionally obsoleteGoodVery GoodVery Good60