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 2016 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201689.5GoodGoodGoodGood-60
September 201489.5GoodGoodGoodGood-60
September 201289.5GoodGoodGoodGood-60
August 201089.8GoodGoodGoodGood-60
October 200889.8GoodVery GoodVery GoodGood-60
November 200689.8GoodVery GoodVery GoodGood-60
December 200488.5GoodVery GoodVery GoodGood-60
January 200388.5GoodVery GoodVery GoodVery Good-60
December 200089.5GoodVery GoodVery GoodVery Good-60
December 199889.5GoodVery GoodVery GoodVery Good-60
January 199775.1GoodVery GoodVery GoodVery Good-60
January 199579.6GoodVery GoodVery GoodVery GoodFO60
March 199379.6GoodGoodVery GoodVery GoodFO60
February 199179.6GoodGoodVery GoodVery GoodFO60