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NFA L124 over CYPRESS CREEK

Map 

Coordinates:
+35.03750, -90.07806
35°02'15" N, 90°04'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA L124 over CYPRESS CREEK
Structure number:790B5710001
Location:MCCAIN RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1991
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:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:2,320 [as of 2016]
Truck traffic:2% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:88.1 tons [80.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201599.7Not deficientGoodVery GoodGood2320
May 201397.7Not deficientGoodVery GoodGood2320
June 201196.7Not deficientGoodVery GoodGood2320
August 200996.7Not deficientGoodVery GoodVery Good2320
November 200796.7Not deficientGoodVery GoodVery Good2320
November 200596.7Not deficientGoodVery GoodVery Good2320
November 200397.7Not deficientGoodVery GoodVery Good2320
December 200197.6Not deficientGoodVery GoodVery Good2900
April 200096.6Not deficientGoodVery GoodVery Good2900
April 199896.6Not deficientGoodVery GoodVery Good2900
June 199897.6Not deficientVery GoodVery GoodVery Good2900
February 199697.6Not deficientVery GoodVery GoodVery Good2900
September 199396.6Not deficientVery GoodVery GoodVery Good2900
August 199296.6Not deficientVery GoodVery GoodVery Good2900
December 199114.8Structurally deficientPoorPoorSatisfactory2900