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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201589.1Not deficientGoodGoodGood560
May 201389.1Not deficientGoodGoodGood560
April 201189.1Not deficientGoodGoodGood590
April 200989.1Not deficientGoodGoodGood590
May 200789.2Not deficientGoodGoodGood450
April 200584.2Not deficientGoodGoodGood570
April 200383.8Not deficientGoodGoodGood640
January 200183.8Not deficientGoodVery GoodGood600
October 199883.8Not deficientGoodVery GoodGood600
November 199688.6Not deficientGoodVery GoodGood250
October 199488.6Not deficientGoodVery GoodGood250
December 199288.6Not deficientGoodVery GoodGood250
October 199090.8Not deficientGoodVery GoodGood341