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CR 43-D- ODOM RD. over Ditch

Map 

Coordinates:
+36.48778, -90.91972
36°29'16" N, 90°55'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 43-D- ODOM RD. over Ditch
Structure number:000000000022873
Location:.4 M East JCT SH 115&CR43
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.1 ft. [11.6 m]
Total length:40.4 ft. [12.3 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2004
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: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2004]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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
November 201695.0GoodGoodGoodVery Good-100
December 201495.0GoodGoodGoodVery Good-100
December 201295.0GoodGoodGoodVery Good-100
December 201095.0GoodGoodGoodVery Good-100
December 200895.0GoodGoodGoodVery Good-100
December 200695.0GoodGoodGoodVery Good-100
December 200495.0GoodGoodGoodVery Good-100