CR 1-B-DOE BEND RD over Creek


+36.40783, -90.74897
36°24'28" N, 90°44'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 1-B-DOE BEND RD over Creek
Structure number:000000000022414
Location:3.2 M N JCT US 67& CR 1
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.4 ft. [11.7 m]
Total length:40.7 ft. [12.4 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:2001
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Other [9]
Wearing surface:Other [9]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2000]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:95.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201695.0GoodGoodGoodGood-100
September 201595.0GoodGoodGoodGood-100
November 201485.1GoodGoodGoodGood-100
November 201385.1GoodGoodGoodGood-100
November 201285.1GoodGoodGoodGood-100
November 201185.1GoodGoodGoodGood-100
December 201085.1GoodGoodGoodGood-100
December 200985.1GoodGoodGoodGood-100
December 200885.1GoodGoodGoodGood-100
December 200785.1GoodGoodGoodGood-100
December 200685.1GoodGoodGoodGood-100
November 200585.1GoodGoodGoodGood-100
December 200485.1GoodGoodGoodGood-100
September 200284.8GoodGoodGoodGood-100
August 200184.8GoodVery GoodGoodGood-100