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CR 2-G-UPPER JANES over Creek

Map 

Coordinates:
+36.33972, -91.24278
36°20'23" N, 91°14'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 2-G-UPPER JANES over Creek
Structure number:000000000022335
Location:1.9 CO. RD. 2 & 16
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:38.1 ft. [11.6 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: April 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:87 [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: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:Better than present minimum criteria [7]
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:44.9 tons [40.8 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:87.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201587.9GoodGoodGoodGood-87
May 201387.9GoodGoodGoodGood-87
May 201187.9GoodGoodGoodGood-87
June 200987.9GoodGoodGoodGood-87
June 200787.9GoodGoodGoodVery Good-87
May 200587.9GoodGoodGoodVery Good-87
May 200387.8GoodGoodGoodVery Good-87
May 200187.8GoodExcellentExcellentExcellent-87