Share:

FAU 2878 over FLETCHER CREEK

Map 

Coordinates:
+35.17750, -89.84028
35°10'39" N, 89°50'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2878 over FLETCHER CREEK
Structure number:79028780013
Location:RALEIGH-LAGRANGE RD-MEMPH
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:125.0 ft. [38.1 m]
Total length:480.0 ft. [146.3 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
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:10,060 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:89.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201589.9Not deficientGoodVery GoodGood10060
April 201389.9Not deficientGoodVery GoodGood10060
May 201189.9Not deficientGoodVery GoodGood10060
July 200989.9Not deficientGoodVery GoodGood10060
October 200789.9Not deficientGoodVery GoodGood10060
October 200589.2Not deficientGoodVery GoodGood9190
October 200390.2Not deficientGoodVery GoodGood9080
May 200290.4Not deficientGoodGoodGood8520
March 200090.7Not deficientVery GoodVery GoodVery Good7640