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FAU 57 over CYPRESS CREEK

Map 

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

Facts 

Name:FAU 57 over CYPRESS CREEK
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:26,470 [as of 2014]
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:Basically intolerable requiring high priority of replacement [2]
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]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:36.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,701,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201536.2Functionally obsoleteSatisfactoryFairFair26470
March 201336.2Functionally obsoleteSatisfactoryFairFair25670
April 201136.2Functionally obsoleteSatisfactoryFairSatisfactory23770
May 200936.2Functionally obsoleteSatisfactoryFairSatisfactory26420
August 200736.2Functionally obsoleteSatisfactoryFairSatisfactory28380
September 200552.0Functionally obsoleteSatisfactoryFairSatisfactory29620
September 200352.0Functionally obsoleteSatisfactoryFairSatisfactory28180
October 200163.0Functionally obsoleteSatisfactorySatisfactorySatisfactory31970
February 200063.0Functionally obsoleteSatisfactorySatisfactorySatisfactory31360
February 199863.0Functionally obsoleteSatisfactorySatisfactorySatisfactory30690
October 199563.0Functionally obsoleteSatisfactorySatisfactorySatisfactory31940
September 199363.0Functionally obsoleteSatisfactorySatisfactorySatisfactory30370
December 199163.0Functionally obsoleteSatisfactorySatisfactorySatisfactory29340