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FAU 2875 over FLETCHER CREEK

Map 

Coordinates:
+35.16944, -89.86556
35°10'10" N, 89°51'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2875 over FLETCHER CREEK
Structure number:79028750003
Location:SYCAMORE VIEW RD. - MEM
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:88.9 ft. [27.1 m]
Deck width edge-to-edge:103.0 ft. [31.4 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1967
Year reconstructed:1989
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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:35,070 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201582.0Not deficientSatisfactoryGoodSatisfactory35070
April 201382.0Not deficientSatisfactoryGoodSatisfactory35070
May 201182.0Not deficientSatisfactoryGoodSatisfactory35070
June 200981.0Not deficientSatisfactoryGoodSatisfactory35070
October 200770.0Not deficientSatisfactoryGoodFair35070
October 200570.0Not deficientSatisfactoryGoodFair36100
October 200373.0Not deficientGoodGoodFair32500
November 200170.0Not deficientGoodGoodFair38540
March 200082.0Not deficientGoodGoodSatisfactory35060
May 199881.0Not deficientGoodGoodGood39520
June 199881.0Not deficientGoodGoodGood39780
December 199581.0Not deficientGoodGoodGood39780
October 199383.0Not deficientGoodGoodGood36820
December 199164.0Functionally obsoleteSatisfactoryGoodSatisfactory38500