+35.13139, -89.95861
35°07'53" N, 89°57'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:79SR0570001
Location:0.7 MI E OF SR-23 JCT.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:37.4 ft. [11.4 m]
Total length:67.3 ft. [20.5 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:77.1 ft. [23.5 m]
Owner:State Highway Agency [01]
Year built:1931
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,710 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:50.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,149,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201750.2FairSatisfactoryFairFair-27710
March 201536.2FairSatisfactoryFairFairFO26470
March 201336.2FairSatisfactoryFairFairFO25670
April 201136.2FairSatisfactoryFairSatisfactoryFO23770
May 200936.2FairSatisfactoryFairSatisfactoryFO26420
August 200736.2FairSatisfactoryFairSatisfactoryFO28380
September 200552.0FairSatisfactoryFairSatisfactoryFO29620
September 200352.0FairSatisfactoryFairSatisfactoryFO28180
October 200163.0FairSatisfactorySatisfactorySatisfactoryFO31970
February 200063.0FairSatisfactorySatisfactorySatisfactoryFO31360
February 199863.0FairSatisfactorySatisfactorySatisfactoryFO30690
October 199563.0FairSatisfactorySatisfactorySatisfactoryFO31940
September 199363.0FairSatisfactorySatisfactorySatisfactoryFO30370
December 199163.0FairSatisfactorySatisfactorySatisfactoryFO29340