top 5 problem slow
TRANSCRIPT
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TALES FROM THE FRONTTOP 5 PROBLEMS
Presented By: Frank Kroupa,Sr. Dir of Technical TrainingRusty Swindoll,Technical Services Manager
CUPPING
CUPPING DEFINITION
Defined as a moistue diffeentia!"it#in indi$idua! %ie&es of f!ooin'
Cu%%in' &an (e asso&iated "it#im%o%e a&&!imation of %odu&t andma) (e %emanent
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CUPPING * CRO+NING
CUPPING
CUPPING
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CUPPING
CUPPING - CAUSES
Bui!din' Lea,s Poo Daina'e P!um(in' Lea,s +et-Dam% (asements o &a"! s%a&es Su(states "it# e.&essi$e moistue Poo o no $enti!ation H/AC not o%eationa! E.&essi$e d)ness
CUPPING - CURE
Detemine and !o&ate t#e sou&e of moistue im(a!an&e
Coe&t and e!iminate t#e sou&e
Not on o$eni'#t fi. 0 ma) ta,e "ee,s1 mont#s1 o entie
#eatin' season to a!!o" fo "ood to etun to noma! Moistue mete must (e used to detemine if f!oo and
su(f!oo ae at %o%e !e$e!
Resand t#e f!oo 2if ne&essa)3 on&e t#e "ood4s moistue !e$e!is (a!an&ed fom to% to (ottom 0 "it#in 6
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BUC7LING
BUC7LING
BUC7LING
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CRO+NING
CRO+NING
CROWNING
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CROWNING
Defined as t#e &ente of t#e %ie&es
of f!ooin' a%%ea to (e #i'#e t#ant#e ed'es 0 i8e8 t#e 9"as#(oadeffe&t:
CROWNING - CAUSE
Li,e!) &ause 0 f!oo "as &u%%ed and t#ensanded %io to f!oo a&tua!!) d)in' and !a)in'f!at
Ma) (e !o&a!i;ed 0 doo"a)s1 et&8
Ma) (e entie f!oo 0 ne" &onstu&tion ?: so!id "ood f!oo= 'a%s &an (e u% to t#e t#i&,ness of a
dime
+ide (oads "i!! #a$e "ide 'a%s t#en nao" (oads ofsame s%e&ies
NORMAL GAPS = CURE
Ga%s &an (e minimi;ed usin' t#e H/AC s)stemto &onto! f!u&tuations in #umidit)
De%endin' on t#e e'iona! &!imate addition ofa #umidifie o de#umidifie ma) (e ne&essa)
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ABNORMAL GAPS = CAUSES
Ed'e &us# 2&om%ession
set3 due to %io e.%osueto e.teme moistue 0%ati&u!a!) "it# so!ids
Hot s%ots 0 i8e8 0 %oo!)insu!ated du&t "o, o%!um(in' !ines1 adiant#eat s)stems set at #i'#!e$e!s1 %o.imit) to $entsand "ood (unin' fie%!a&es1 in font ofefi'eatos
ABNORMAL GAPS = CAUSES
De(is Bet"een (oads "#en insta!!ed Im%o%e nai!in'- nai!in' %osition Mateia! insta!!ed "- e.&essi$e moistue o o$e a
su(f!oo "- e.&essi$e moistue
Not insta!!ed ti'#t!) to'et#e duin' insta!!ation
ABNORMAL GAPS = CAUSES
Foundation sett!ement
Im%o%e su(f!oo 0 una(!e to #o!d fastenes
Su(f!oo s#in,a'e-e.%ansion G!ue do"n f!oos 0 foot taffi&1 "on' ad#esi$e used1
!a&, of ad#esi$e tansfe1 "on' amount of f!as# timefo ad#esi$e1 et&8
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ABNORMAL GAPS 0
@UESTIONS TO AS7
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GAPPING 0 INSTALLATION RELATED
GAPPING 0 INSTALLATION RELATED
Ends cutEnds cutout of squareut of square
CONCRETE CONCERNS
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+ood f!ooin'
o$e &on&ete
INSTALLATION CONCERNS
CONCRETE
PROPER PREPARATION
ACCEPTABLE /APOR RETARDERS
O/ER CONCRETE
E$en "it# d) s!a(s1 a $a%o etade is a!"a)se&ommended in on='ade o (e!o" 'adea%%!i&ations
Mateia! must #a$e a %em atin' of 85 o !essE.am%!es
8mi! %o!)et#)!ene Dou(!e fe!t "it# ad#esi$e to s!a( * (et"een Uet#ane 2to"e! a%%!ied3 E%o.) 2o!!ed3 Ro!! out mem(anes
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FLATNESS RE@UIREMENTS
FOR +OOD O/ER CONCRETE
Nail down using1 or longerfasteners in 103/16 in 6
Glue down3/16 in 101/8 in 6
*GRIND THE HIGH
AND FILL THELOW!
CONTAMINATES
TAR OR ASPHALT
COMPLETE MECHANICAL REMOVAL ISREQUIRED
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NEED TO ADDRESS CRACKS
CONCRETE TESTING
CONCRETE TESTING
CONCRETE TESTING
ASTM F > is an indust) a&&e%ted testmeasuin' e!ati$e #umidit) in a &on&ete
s!a(
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CONCRETE TESTING
RH=ASTM >
Con&ete moistue is measued at 6 t#ede%t# of t#e s!a(
Re!ati$e #umidit) eadin's of 56 ae
suita(!e fo most a%%o$ed #ad"ood
f!ooin'
A!"a)s fo!!o" s%e&ifi& manufa&tue4s'uide!ines
THERMO=HGROMETERS
CONCRETE MOISTURE TESTING
Con&ete Moistue eui!i(ates to moistueof o&&u%ied ai s%a&e
On!) if $a%o (aie is %esent and inta&t(e!o" s!a(
CONCRETE TESTING
RH=ASTM >
Di!! #o!e in s!a( at 6 de%t# of t#eo$ea!! t#i&,ness of t#e s!a(1 >6 if s!a(
is died fom (ot# sides Ho!e diamete is detemined () t#e
manufa&tues4 s!ee$e si;e
Ho!es s#ou!d (e %!a&e "it#in feet ofe.teio "a!!s
tests fo t#e st 1s-fJ additiona!test %e 1s-f o$e 1
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CONCRETE TESTING
RH=ASTM >
Inset s!ee$e1 &a% and a!!o" to a&&!imate foa minimum of > #ous
Inset measuin' %o(e and a!!o" to
a&&!imate fo #ou1 t#en ta,e eadin'
ASTM > RH
Four brands ofRH probes inhigh-moistureconcrete
WHY 72
HOURS
?
@UANITATI/E MOISTURE TESTS
Re!ati$e Humidit) Testin'ASTM F=> 2d) s!a( at 56 RH o !ess3
Ca!&ium C#!oide TestASTM F=K 2d) s!a( 8!(s o !ess-sf
in > #ou %eiod3
Ca!&ium Ca(ide TestASTM D== 2'as %essue test >856 o !essfo d) s!a(3
ASTM 2AMERICAN SOCIET FOR TESTING ANDMATERIALS3
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CONCRETE TESTING
Most &ommon!) and "ide!) used test
to detemine s!a( moistue in t#e US
Measues Moistue /a%o EmissionRate 2M/ER3
S#o"n as !(s8 of "ate o$e a >#%eiod1 %e s-f
Calcium Chloride
CACI ASTM 1869
MOISTURE GUIDELINES * TESTING
N+FA Insta!!ation Guide!ines &o$esmoistue testin'
N+FA Teni&a! Pu(!i&ation A 9+ate
and +ood: a!so &o$es moistue testin'
CONCRETE FACTS
Moistue mi'ation and &on&ete %emea(i!it) aeaffe&ted () t#e "ate to &ement atio
Moistue $a%o tansmission in&eases "it# anin&ease in "ate to &ement atio
A'e of t#e s!a( is a!so a &iti&a! fa&to 90% of free water
water used in the mix leaves in 9 months
In normal circumstances this slab will reach balance in 90 days
Con&ete &uin' &om%ounds s!o" do"n t#e e!easeof fee "ate
Dont assume a slab is dry because of its age. These chemicals can also be a
cause of adhesive bond failure. Remove these comounds rior to
installation
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CONCRETE MTHS
MOISTURE = CONCRETE MTHS
Moisture vapor can't occur in a !-"ear o#$ concrete s#a%& De%endin' on t#e $a%o (aie in %!a&e1 t#e stu&tue of t#e &on&ete1 t#e desi'n of
t#e (ase mateia!s and t#e %!a&ement of t#e &on&ete1 o!de1 %e=e.istin' &on&ete &an
often times emit #i'# !e$e!s of moistue emissions8
Moisture in$uce$ #oorin( ai#ures can't )appen on a
suspen$e$ s#a%& @uite t#e &onta)1 man) %o(!ems o&&u in s!a(s a(o$e 'ade "it# a non= %efoated
stee! %an &onstu&tion8 Fee "ate #as no %!a&e to 'o ot#e t#an u% into t#e f!ooin'
insta!!ation
It can*t %e +oisture, it as $r" )en I insta##e$ a d) s!a( toda) does not 'uaantee a d) s!a( tomoo"8 Conditions an'e !i,e
"eat#e1 !ands&a%in'-ii'ation1 maintenan&e and inteio en$ionments8 A!! t#is &an
di$e moistue into )ou f!ooin' insta!!ation
@UESTIONS-ANS+ERS
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