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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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201587.9Not deficientGoodGoodGood87
May 201387.9Not deficientGoodGoodGood87
May 201187.9Not deficientGoodGoodGood87
June 200987.9Not deficientGoodGoodGood87
June 200787.9Not deficientGoodGoodVery Good87
May 200587.9Not deficientGoodGoodVery Good87
May 200387.8Not deficientGoodGoodVery Good87
May 200187.8Not deficientExcellentExcellentExcellent87