SH 328-01- LM 9.07 over CURRENT RIVER


+36.37020, -90.77759
36°22'13" N, 90°46'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SH 328-01- LM 9.07 over CURRENT RIVER
Structure number:000000000005735
Location:9.07 MI E MAYNARD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:129.9 ft. [39.6 m]
Total length:722.1 ft. [220.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:560 [as of 2014]
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: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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:47.9 tons [43.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:89.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201589.1GoodGoodGoodGood-560
May 201389.1GoodGoodGoodGood-560
April 201189.1GoodGoodGoodGood-590
April 200989.1GoodGoodGoodGood-590
May 200789.2GoodGoodGoodGood-450
April 200584.2GoodGoodGoodGood-570
April 200383.8GoodGoodGoodGood-640
January 200183.8GoodGoodVery GoodGood-600
October 199883.8GoodGoodVery GoodGood-600
November 199688.6GoodGoodVery GoodGood-250
October 199488.6GoodGoodVery GoodGood-250
December 199288.6GoodGoodVery GoodGood-250
October 199090.8GoodGoodVery GoodGood-341