Sonic Addition-SP 940623MANUFACTURER ~;C ~C~ ~.4J ~. gPE ATA~ PROGRAM
~019 Ir~du~t~ Drive
('hatlanof)~a, '~ N 37416
I~hofle: (515) B92,7243 Thle Menu.S~ ure~enlS ~he mer'~J-
C~I 3-PB~ Soctior Forlt~flt
IJfoctufer 18 a01o~y
FIBROUS REINFORCING
I '
PART I GENERAL_
rc~,-;rt)i of crackin8 due to dryln~ ~hrinka~e and thermal expansiur~, and afler-fi'~l--('r~( k ttmgt,~e~
~ p,..)vtded by the addition of FIBERMESII fibe, to Ihe conrret~ mix in proper volumo
A. Fibrous collcrele rei~lfor[.emenl including all maleria ,, labor, ~quipmerH m"' r~t
~ary to complete this work.
1,02 RELATED SECTIONS
,~. Sechon g]llO--Reinforcin~ Steel.
~. Section U33UC~Cast-I~-Place
C' 5ectlen t~'f_:t--Spe~lally Placed Concrete (Sholcrete).
:.,' ' $e~ '~ )--Precast Concrete,
E, ~,:',. -dr~C:ementlllou~ Deck~ apd toppings.
1.03 REFERENCES
, and standards of the following.
1.BO~ National BuildinB Cndes.
SBCCI $tandard BuildinB Code..
4, Local Buttdln8 Codes and all supplements as adopted by the governing agency
jurisdiction the concrete i~ placed, '
!~, American Concrele Institute: 1. ACt 211, Standard Practice~ fo, Selecting Proportions for Normal, t leavyv,-eight, and
Concrete,
? ACI 318, Buildln8 Code Requiremen/~ fo, Reinforced C'oncrete.
ACI 5~, State of the Art Reporl o~ Fiber Rein(or(ed Lr~nc-rete.
4. ACI ~.2R, Measuremen[ o~ Pr[)perlie~ of Fiber Rel"f(:r: ed CJ()~ rete.
C. Fire Classifications:
1. Unde~riter~' Laboratories ',UL) Report Hie No. R8534-'11
2. Southwest Certification Service~ (SwCS), Omega Poir~t Laboratorie~ Iht. ~'nr,6) ·
70~, ~]()0 and 900 ((~mposile metal de('k as~embli~.
1. ASTM C-94, gtandard S~)ecifi,.:allon i'or Re,ldy-Mix~:(I (k)nr.'re ....
ASIM C-1018, Standard 'l~t Methnd ¢o, Flexural 'l'ou~h~e~ and l'ir~l-('rack
Fiber-Reinforced Concrete (LJ~mg 1lento with 'II,ltd-Po, Iht
3. ASTM C-1116, Type III Se(Son 4.i,3 and 4.2 and Perfo mane(, I,e~.~ I I 'l~U~hl~eS~ Index
outlined in 5ec'tio,~ 21 Nole 17, 5Interlard Specificalion tpr Fih~,r-Rein[nr('~d C':m~c~f, te
Shotcrete.
,04 SUBMI~ALS
A. Submit product data under p,-ovision~ of Section :(~13(~).1 ' . ...... l
B. Submit ' ~ ~ ~-upi~ o( mamdGCUrer'~ prifl[ed product da~, Uenrly ma~ked, i,dlcAtir,[~
proposed fibrou~ concrete rein(or~'emenl materiab. Printed data shouM ~ate ! .5 Ib~.
to be added to each cubic yard of each WPe of c~ncrete.
C. Submit [ ............ I copies of manufaciurer's evidence of 5 year ~ati~(acmry
history, ~ompliance wi lb applic abl~, building ~odes and AS'I'M C-1116 Typc~ 111 4. '..3
C. Iq16 (Ref: ASTM C-1018) PerR)rmanc'e Level l~ outlined in S[,clion 21 N~te 17.
D. Submit [ ] ~opie~ oK rnm~ufa~lurer's printed ba~d~ing }~tld mixip~
E. Submit [ ............. ] copies of a ~erdficate prepared by ~he ~oncmte suppliel u,der
o~ Sec'finn [014~] [ _.] stating !hat the approved fibrous coqcml~
materials at dm rate uf ~ .5 Ihs. per cubit yard were ndd~d to ~,ach balc:h o(co,~crete deliwr~d
the pro)ed site. Each certificale shalJ be ac'cx)~p~ni~d by one (1) ~opy of eg.c'h b~tch delivery
t~cNet Indicaling the trade name, mm~ufacturer's name and amout~t pd' cubk: yard ef fibrou~
c.'oncrele reinforcement material added I~ each batch of
F. Submil proj~c.t references Indicaling a salJ5[actorv perf~rmance uf Ibc fiber
material with a~ -xperience per od o[ no ~e~ Ihan fGv~ (~ yea '~ ur~der th~, ~,~ Ira~de name ~,~d
ma~lufaclurer.
reduction of permeability, increased impacl c.apac'iW, ~halter re¢~l~nce, ahrasinn r~i~tanc'o
added tought~es5.
A. 100 percent virgin polyp~opylene, fibrillated fiber~ containing no repr,ce~od oh,fit,
~d ~pecifically manufactured to ~n optimum gradation ~or use a~ r~nc:reto ~econdary
irfforcement. Volume per ~ubk yard ¢~a I equ~ a m n mum t~f 0.1% {1.5
B, Fibrous co,crete rein[orcemen~ ~h~lJ b~ a~ ,~nu~aclured by Fib~,rme~l~ Company,
Industry [.)rive, Challanooga, ]'N 374'1(~.
C. Physic'al Characteristicq: '1. ~pecific gravity; 0,91
2. Tensi1~ s~rength: 5C) t, 11fl k~i.
Fiber length: graded pe~ manu(ac'fu,~r.
D. Fibrous c'onc~ele rein(orcement m~tc, rials provided iq Ibis Section ~hall F~roduc:~
cc)n[orming to 1he requiremenls for oath ty~e and clas~ of concrete requ,rc, d, n~ indic ated
the drawings and specified In Section [ ..... :..: ...... ] wh~re Ihe c:o,~'rele I~ t~'~',ed In
with ASTM C-~ and AS'TM ~-'11T6 Type III 4.".3 and ASqM ~-'1116 (l~ef: A~'T'M C.1018)
Performance Level i~ outlined in Section 2'~ Note 17.
F. Fibrous concrete reinR)rc~ment materials provided in thi~ 5c,~ti(~,~ ~I~MI he c.~pnble of ~chiov-
lng a two h(~ur fire resi~ian(~ rating whPn te~ed under ASTM E-1 19-R:1 o~] Se~ie~ 700, ~(}(} and
~)(] Composite Metal Deck A~embl~, Fire teGt~ musl b~, c'~,!if;ed by Underwriler~'
tortes, S~uthwest Certification ~ervice~ m~d Omega Poinl Lahc~tor~e%
2.02 SOURCE QUALIFY ~ONIROL
A. The cm~crete fiber extru~io~l and manu(a(.turing (nc:ill,y, ~hould he ,'egulnrl¥
Underwriters' Labora~,~rie,~ and Ome,~a Point I.aboratorles to irl~. ~, the ur~.f~)rnl
nece~a~ to maintain o~ficlal c ~sificalion by 1here authorities.
1. BuildinB Official~ and Code :Administralor~ lmernational (RC)C:A~ Natlc~r~nl Ruilding Code.
2. SoutHern Building Code Co~re~s Intematio,,al, Inc. (S,L{CCl) 5landard [~uildin~ Code.
3. Irltemational Conference of ~uilding Officia ~ (IC. BO~ Uniform Buil(Jir~
PART 3 EXECUTION
3.01 PREPARATION
A. Add fibrous concrete reinforcement to concrete materials al t~e time c:m~c'rete i~ hatched ir~
amounts In accordance with app,~ved ~ubmittals for each type of c'o~crete required.
~ix concrete in strict accordance with fiber reinforcement manufacturer'~ ir~ttuctlons and
recommendations for uniform arid complete distrlbulion.
3.02 MANUFACTURER'S FIELD SERVICE
A. Provide the services of a qualified lechnical represer~lative lo instruct the ('~}r~(:re:e supplier ir~
proper batcHIn8 and mixin6 of materials to be provided.
3.03 CONCRETE PLACING AND FINISHING
A. Place and finish concrete malerial~ as ~pecified in 5ec:~i~n [ .......... I.
ENO OF SECTIC~N
SPEED
The Cerstructio~ ape~!~icalionl
CUraCy.
~i !. PRODUCT NAME 4. 'IECItNICAL DATA .,i. ull.~ appl~ orqy to FILtERM[~fi
_, fibers. The results c)t' the ~tudv In-
~i (',~llaled, Fibrillated P~lypropyl- I:IB[RMF~I fibers inhibit con,
~J ('PO hi)er, FIBERMESil ['tet(~ plastic Lra(.kin~, provide dicate ~haJ ~tJbstilutin~
~ :- al)fasten, impacl and shatter rests- Jiber~ in pl~ce of wel~led wire fnh-
. ~: - tic at a rste o~ ~ .~ Ib~. per c~. vd.
g .= 2. MANUFACTURER lan[e while Iowerln~ permeability
-'"
and impartiu tou hne~. TheTe c:(Trl(relP vie~d8 an pnnl~:~l*~ 1
Z. Fiberme~h C:ompanv J}encfit~ have een roved by nu- [~exural strength capacity of
~[~ ,~0'1c) hldustrYDrive ~lab a~d equivalen
~:.= , mcm)u~ field d()(:uttleillatiotl~, lab .... ~
~' ~ t'h~ne: ~61~) 8q2-724.~ le~ts ~r~! e~,gine~rin~ ~tudies.
~ ' ~IaERMESH Effect on Cuncrete 'The rlexutal canacily uf !he
~._ ~ FAX: ~615) 892.3506 $hri,&ase Crac&i,8: 'l'e~t~ ru~i contai.~J~g }'IIJERMEgll fiher~ ~-~
~:~ 3. PRODUCT DESCRIPTION al ~an Jose State tjnlversily and the 2% higher than thesr b
~ Lhdvcr~ily of Caliiornia, Berke- welded wire febric, and 8% hi~i~er
I II~i~RMES}I fiber i~ an en~i- lay sh~wwlthout exception that than the plain co,crete slab.
neared fiber for concrete, manu- I'IB['RM~Slt fiber concrete typl ........
~ fa(.tured !o an op[imum gradatiop ~ ally ilqqhit~ crac king in the rar~ge
(rcm~ 100% virgin polypmpylene -~ ~}0% to I()0% compared to the
FIRLRMI.'5[! provide~ prolectior~ nm,-¢hertonlrols admen ~'~
agan~t non-structural cracks in ' ' ' P '
Relative Effec'~ of FIBERMESH Fi .... .~...: e ",~
( ~)nc' ret,,, i nc'ren~e~ abrasion, her~,, FarlyA~e PlastlcShrlnkaRe ~'~'~'~' :
add~ impac[ a~d shaHer re~i~tance Crackin~ of Plastic Concrete: ~:"?t'.:~ --.."-'; .... '
whil~ reducing permeability, ira- '1(,~1~ by Wel)~ter En ineering and ............
t3art~ [{)Ll~[lr~e~ to hardm~ed con. ' ' ' g ..... - ....
. .A~,~date~, Inc. have ~hown that ~~;~ '
'~ ~ ~-re~e a,'~d is an alternate ~vstem !o ~lm addilim~ of FIB~RM~H ~iber~
~ welded wire fabric ~her~ ufed (or
[ ~ ~ crack ('~n[r~l in non-~tructural in(~ea~e~ the resi~tan~'e o¢
~- ~-=c COrlC'rele ~t) early age plastic
~ FIDERMESH applicalions in- shrinkage-~rac-klng and cracking
~ ~ c.-lude, but are not limited to, slab~ in response lo ;eltlement of vi- E~ ineer~ Co,cll~lio,:
~ ~ ,r~ ~rade, elevated slabs, precast b~alior~ al early ages. 8 .....
~. - Ioad-de(lecliem data Indicate that
~ ~ c()n[-rele prod~cts, pavements, The addilion of 1.5 IE)s. per cu. with rasper[ to flexura! resgonse
=: bridge decks, cwerlays, toppir~s, yd. el Flt~FRME~H polypropvlene (haracte,i~tic:~,
~ ~' barrier wall~, concrele fanes, pool~, fit)e.~ inc'rea~e~ the ~/rain capacity "
~ ditrhes. ~lope walls. ~tucc'o, shol- ..eb.l,~ to resrsI strain wqhou/(lo- to weid~,d wire ~-k,, ('ommonlv
( rate aqd gu~]ite applicntion~. ~ i.,' , can be, ~ed a~ a.,~.prnctical.,, allernnl~
F IBI'RME'SH fibers work ~¥id~out ~-elopiqg crac. ki,~g) of the imma. [J~ed for shri!,kage crack
affecting [he chemkal hydration lure concrete, purpo~e~ irt es~e,tiallv ur,,e ....
"1 purely, mec'hanical and ig corn- . n~ ~..t.. ~,, cn,,,~ Relative Effect nfFIRERMESH Ft- ~:~'~
~l'::~ admixture~.patible with all (.oncrelo mixe~ and , '~..... ,,, ...... bee, on Co,cre,e Abrash), ROSI,, ~ ,
~ / evaluat~ relatNe abraRFO~ re~i~-
~1 : rlIIFR.MEStJ fiher~ ('at~c)t rusto, ~,~, ..~,,...,.,.,., tance~ A Io~t prosram defRned tr~
- the eff(,cl of FIBERMESII fiber~
F'IiTI~RMESFI fibers ~re easy Io ~ ~ .., ~, ...... concrele when exposed to
haf~dlc. They are pa['ka~ed i~ con- L .. ' ..... ' siva wear. Tim Army ~OrpS Of
· enient pre-measured unit~. The '""0 . '
~inerr~ "Method of Test for
typical addition rate for 1 cu. yd. of .~lafi¢ Load Test of FIBERME~H Resi~la~('e of C(mcrcte or Mnrtar
concrete i~ 1.5 Ib~. (0.1% by vol- ¢ihersVersusWoldedWimFabri¢~ 5urf~(:e~ to Abrasion"
ume.) 1'he ~tudy wa~ (-onducted in the Cutter Method CRD-C~Z.24) wa~ -
labm'a[nrie~ t)f Wi~% Jamley, EIsI- u~ed,
,,.-,,,.>,,,,, ~p~,-'a,~,.~..-,,,.. ~.,.,.~=.¢,~ nee & A~(~(:iat(,~, IfiL., C(.)rl~Ultin~ '['e~t r(,~ult~ indicate that fl~r
~ ...... ¢,,~,- ..... ~,,,~.=~.,,.,.~ ~¥c~,. ,~. ~ ,~,,. ~nd lie*earth Fn~ineer~ by regis- ()f FII]I-RMESFI fiber~ will in(
,... ...... ,.,,,,,,,..,....~,, v,~,~ temd p~o~e~itma'l en~inoer~. Re- the ah~a,ifm r(,~i~tap('[~ by ~P%':f,,
· ~ -,, :. -,,- hie r'I ~ oi!~ ~t'l(~ i2×jw~d ','
'¢,'P-V'", I .:'lJ'w~r;J!tI'Jl~';, (ir', 'N,,_.,.rCOm .'
)'.i¢'.. (:('rt~cql'~ ~luddecJ-!ir(~ abrasion '~'f'~'l'~
t. -; SleC--I studdecl '.tees and 10 t~)tq ax!(.' i.'~'
I'; ¥; ~': load,;, the r,quipmenl accurate!¥
~ demo;~airatc,.; IbC' effert.¢ ()f 10 ............................
.'..- ¢:f I--~..,.,,f~n,t ~(:.hit leg i'~o¢ dm,. rra('kin~, of the ¢"'-,-' "-' P..d¢'-
~ Iht t'III[RMES}t ferule,cool C-7~ bearing ~,t,o;scs i~ tl~e vicJnih-
~% spot'i[,~en exhil')it(,d a S2% inc:rea~c the bar
- :' in RJlr~SlOi~ rosistarlCC [~y ~usta rang .~ltalfet Re~i.~fance Utldet [oB1-
.~4.4% It, s~ material I<~ than the pre,slue Loading of
!
.- ¢ co~,!rol specimen without fiber~, Cn~crete Ve~u~ PIM¢
, .-. . . .~ .... " Sisrfifi[AnI!v, IheC-5OFIBERME~H lhi~ le~l program evaluated the
'..,,,..~,¢¢le¢;.ledle.~'ni:f,,r~h¢,~,~ ...... :'.,,,~,..~ ~eirffor{ed specimen., con.aip~,~., . ~h~'ter.. re*~sranr'¢... . ...... nf FiBERME~It,
,,-,. ~ ,,,-¢,r:~ ,¢..;, ~.u-,,.-, ,4:, - ,,-,tr.!..-/.,. ,,r-.,., ('(~nr'rt'l f-, ~l~J plait1 (-(~r~ r~.,q.~
, - ~ .... - ..... ~, taipi,ag 17.2% less ,natmia; loss. concl'ele ~ill ;uCai,3 Jr,elf and not
" ('lhe C-~u,'. ¢..~(.,, ','c.I(., ' fas a hase de- d~aUc" Cvefq a,tor' '"O'q. morL'
the (:-75 toner'crc has a dt:s~gn which shallcrcd completely
' *lt('t,gth ('quivalenl to 10,878 psi.)
[ Re}alive Effecf t~f FIBERAIESH Fi.
, .~, bets on Concrete Iml)a(f Rests.
v... ~ance: I c:st~ conducted at Ih¢
~nlvt, r~Jl¥ of l~ri" ',~s. Columbia
~--.. ulilizin~ an instrumented impaL~ ~ .....
ma(.i~ine ,ndicated the foe!
p[)un(l~ of energ~ to fracture 5
beams w~lh and wiff~ou~ reinR}rc- ~.. ~
:', i,,,,a,;d bars.=. ,,, indicated 'n '1 able, '1 ~l" ~-;¢" ,
l'h(, addition of FIBER.MESHfi- j J 1
.,~ h<~r~ i,hihits furthc,' ~ rack growth
2 " t)y br,cJging the c rack~ 1hat
vt'lop. '1 t~e hl)ers also enhance the
bond br. lween the concrete and
Impact fracture Enee~f rihurmed~ FRC · -
-_ : ~hortly gler the first (:rack. Thi~
¢ r l~ara('teri~lJc of rlBERMFSI4 con.
~c u: ~ ('r(,l(,. is im¢or'.anf, fO~ applic:ation~. ..
W'~lf, rc II)er(' ~re impacl or
~ ¢ .n ' ' ~:~ ..... I, ~ d ~ ('f)r*( Pr,]~ t()~vatd~ ~af~,iy In life and
" riht:r C:mmnl % Voh.m(~ p,t~perty, arm rc,!ate~ directly to tl, e
TABLE2 added toughne~ farter nf
I'IBEr~MESH -einforced concrete.
Impact Fracture Energy Fihermed~ FRC -
Beams With Rebar Wa fer Mi~raf/on;Permeahitify
~ :, ........ ~ -. ~ ...... FIBERME,~H Concrele: The
~',',,, ' 'fost me,hod was used to make thl~
~ ';"" ' ('o~npari~on a! San Jose State
~ ·
~.?,, ~- Mi~ra!ior~ of waler rate~ ir~di, "~'
~ :,n r alod r['ductiop in (.(3rlf:rt'l(, per-
~x ,,' ,j: . , ...................... ~ t"oabiH'.7 nf ~'{'~-44,~. al I th.
~ Fib[,r Coplc,'t "~ V.. u,"p f Ift[llME~lt hher~ pr', cu ~-'d., and
Lnad lest ,~ I'!#ERMESH Fil~ers --, .......
. Fa,_, r,~ i. Com. ~ .
. ........... .,, . -~... -., posi~e Deck Sys~ems:~..~ Lc~a~..,,..~- ~~,~ ......
. ~" , ......... ~:~ ~
::.... , .-. ................ ,~ :~- ,~-
, .:~. :.. ,... . ~-it~' fnbr~ r~fo~ced :;oncre~e
........ ~:,~a.~,,,F a~ equh'-
~ d,ar.~hta~m beha¥ior. As a foUow-
z ~ ......... ' .... ~ ~" up ~ thb c)~d le~t% a lest program
~a~ (¢mduded on the slren~ths
of headed stud shear econnector~
in cnpcrete c()mpa~in~ the use
a* hiRh aC 79% at 2 lbs. per cu. vd. of f-IBFR:MESH m~cro-reinfi]rciq~,t
Tough,ess of FIBERMESH Rein- ~v,~em ~o the use of ~e,c. ed
f, rced Hardened Concrete: f~brir.
'lotghnesg is the measure of fi- -~heresuhsofthePJshe~utTests ~
~ ..L,. ,~ .3 '
hrod~ccnt.rete'sab~Hlv,o~ ~' ~' Mu;w tl,~t ,he ~trength and duc-
mad after the first c,ack. Ic~u~h- ~I[ v tff al'ear co-nec.ors !n ~teel *.. ~
nes~ ind,cg~ caq be~,s.' ~"~ as a men- mokh apd F~BERMESH ,NtfforcOd ..... . ................. '~'
burp of tile reinforcing fiber's c'or~(:~elp are comparable. ] I~e u~e ,,ad ~,,t ,,~ t ~R~t~H t~b,r~ ve,,u~
der load hales 111o co,~lrucdot~ problemR
'To meel ASTM C-'111G require- ex;)eriepced with ~elded wire
,nents for fiber ~eln~orcement, a fa~rJc i~ metal deckmR and pro- ,
fiber ~houid preferably be made vide~ a ('onsislenl ~olut[o~ to the rated ~peed ~,{ ~ '~
, , . - ..... w~}{ itel ~:~t' ~he ~[~RMEci'~
~,'om poi~p.opylene and have [;mblems ~Ol~cer~it~ ,L,:~ amount
ii e, e,n,Lr~.eme,~. . .
'"" ' ' i.ber:~,ei~c, rc:n~ perJor~ahCe.
~)n an ASTM C-!0{8 ':Standard Test Cndc Certification: FIBERMESH
Metl~od for Fiexu~a; '{'au~hness !iher~comprywith{l~eBOCAfBasi/ 6, AVAILABILITY AND COST
and I irst-Ctack 5trpnglh n~ Fiber- NalionaI {~diid}pg Code.: aqd
Reinfo"ced CTut, crete rUsi,~g Beam plementR, thc Standard Buil4 ,-~ Avatlal.h~:
~-' wilh 1bird-Po;hi i.o~dlng]." .
(,o,..1, ,. ~'":' 'fi' Tl~erp ~'¢ ~-"h*;Ca]
FIqERMESIt flier ated graded (;ode a~ reporled by the ' :"'"~ .................
fiber. ~hen used ai a ratio of 1.3 of AtllcrJcR ~ {3ui~din~ Offidai~ mod ' ''
.... dd~,-
H~s. per Cd. ~d :[1.'1':'{. by volume), Natic~,~al Evalgation qervice major "" : :' -' ~etvice.
me,~daiions and performance ~e- FIBERMESt4 fiber~ are acceptcd by ,houh{ be, bamcd ,al g.02,. ,act..._ sq. fi.
.... ~nes,.
quirements of ASTM 6--l!!6 and ~at,ous Stale Deparlmenl~ of perln o ((~r,c (.It.
C-l l)18 Toughnes~ Index/~. 'l'rar~portalion. can vary b~ed o,~ v~>lume and
, ·
Fire re.~ of FIBERMESH Con- 5. INSIALLATION
crete Versus Welded Wire Fabric 7. WARRANTY
in ConcreIe: A serie~ of. fire Iest~ FIR[RMLSH Js pac~- La~g..~,d In pre-
wa~ (onducted by Under~,-riter~' mc, a,ured pla~tlc ba[s and db n- Fiberme~h Company ~
cwnu.), ova' the d~ n~ ma[~idfa¢=
I.ahoralories and Omega Point teRratJve FAS-PAK5. F&S-PAK~ ate ...... '
laboratoriesusingstandard,~S'IM convenmnt{y ~'lt{~'4 tO the con- ~L, re or te*~,ng.. . ~f ~.,e concrete
'To, s! E-894. E-119 ~L1.263) on vari- crc, temixera~vl, imebe[(~reo~dur .... ~4.,~.,, ~mc~ {-- .....
~)us ;hera! deck assemblies, ing the b~tch{ng operation. ,,~a+~, I~. ,'~ ~- ¢,-- F berme~h
l.'nderwrite,s' Labo,'alotie~ FIRt:R.MESH fiber~ are even'iv distrib. Compar~y a~t,me~ nO
c...n~re,e w ~..,~ ity for tho eqd prod~cl~ t)r use
c o,~( lude that. ba~ed upon the utcd t]~rough(~ut the ' ,~" "~'
full-sca{e tire/e~l data developed ou, ma!cri¢.;~_ 'ThC m~nufac(urer
wi!h the use ()f FIBER.MESH fibe-s AS'tM C-78 or procesSdr is rospO..stb e for
,. .-, 'i'l ~. N, f* * -- t~ Ii-!,
;n a protecled concrete-steel form . te~J. 8 tS v.o ...... S ,o es.~b ,~,.
~ '""' ' the phy~ica!p.opert~e~thereof
t:n;t assembly, :-IBERMESH fibers ..... ' ;": ....... ":'""~ ':'3 is the ,f~RqUf~CtUt~r ¢ Or proce*,
would be a suffable a!lernate to ...... '-~'- - ~' - -
welded wire fabric in similar hpe ...... ~ ..... ~'''LZ!?'' sor's responsibility to ~
,~u~t
(onflrLIction!--D?[]0 Series or ................ -- -:'"',7.::.".."...,. piance of i(~ ,~,~,*~,,¢~, ,, ~nclud[n~
~ ..... which ma~.'
'.}800 Series designs. Omega Point ......... ..- ., .... ,, . "'
Laboratories has' i~sued a'~lanket .... elude our ,.,, ,o,,a,,. with appii.
,eco~nition for F!BERM[SI{ fihers -~ -- . '. Z~;%~;-;~2-..~. (-able de~iSn a~d ~,~,.],...._. te~i~,..
"~ as a substitute for welded wire ~' ~tandard~ or requirements,
mesh in concrete wall5 floor' ~ ~ ' ~
.............. 8. MAINTENANCE
( eilin¢, and roof-'c(~ilir~ as- '~. ,."..~ .... ...... :,., --'
,p,,h'.ies. "' t';:r.. .... '~" N(q app if-ab e
.&PP LIC :~.T! GL.:iDELi"vE~ ~ ..... ~CHNiCAL
~I~ER~4ESH for: Don'l sped~s I'jBERMESH ~or: '~ --b,~rme~h
Do
I reinforcement, a¢-,-~,I¢~,~ .... ~t i
!
' 10. FILING
· !mprc.~ed du - "" · !m;('rPa~ rlH 0¢ AC'! n,,4
8,91-25,-?