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CR 90-A (911=130) over LITTLE RUNNING WATER CR

Map

Coordinates:
+36.17944, -90.95833
36°10'46" N, 90°57'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 90-A (911=130) over LITTLE RUNNING WATER CR
Structure number:000000000020677
Location:3 MI WEST OF FENDER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1968
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
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:91.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201491.0FairGoodGoodSatisfactory-200
November 201291.0FairGoodGoodSatisfactory-200
November 201091.0FairGoodGoodSatisfactory-200
November 200870.7FairGoodGoodSatisfactory-200
December 200670.7FairGoodGoodSatisfactory-200
December 200470.7FairGoodGoodSatisfactory-200
November 200270.5FairGoodGoodSatisfactory-200
October 200070.5GoodVery GoodVery GoodGood-200
October 199870.5GoodVery GoodVery GoodGood-200
November 199670.5GoodVery GoodVery GoodGood-200
October 199470.5GoodVery GoodVery GoodGood-200
October 199291.0GoodVery GoodVery GoodGood-200
November 199091.0GoodVery GoodVery GoodGood-200