€¦ · 43 no. 21 the standards and control of quality ordinance, 1984 (ordinance 4 of 1984)....
TRANSCRIPT
S U P P L E M E N T N o . 3 T O
THE SOVEREIGN BASE AREAS GAZETTE
No. 681 of 12th April, 1984.
S U B S I D I A R Y L E G I S L A T I O N
C O N T E N T S
The following SUBSIDIARY LEGISLATION is published in this Supplement which forms part of this Gazette :-
NO.
Regulations under Section 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
The Standards and Control of Quality Ordinance, 1984-
The Powers and Duties (Officers of the Republic of Cyprus) (Consolidation) Ordinance 1976-
Order under Section 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
Order under Section 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
43 No. 21
THE STANDARDS AND CONTROL OF QUALITY ORDINANCE, 1984
(Ordinance 4 of 1984).
REGULATIONS MADE BY THE ADMINISTRATOR UNDER SECTION 3
In exercise of the powers vested in him under Section 3 of the Standards and Control of Quality Ordinance, 1984, the Administrator after consultation with Republican legislation dealing with the same matters in the Republic, hereby makes the following Regulations :-
1. These Regulations may be cited as the Standards and Control of Quality Regulations, 1984.
2. The following Standards which are set out in detail in the Appendix hereto shall be applied without exception throughout the Sovereign Base Areas:-
CYS 6 4 : 1978 - Aggregates from natural sources for concrete.
CYS 14 : Part 1 : 1981 - Sands for external renderings, Floor screeds and internal plaster- ing with lime (or additive) and Portland Cement.
CYS 1 4 : Part 2 : 1981 -- Sands for mortar for plain and reinforced brickwork, blockwalling and masonry.
/APPENDIX
44 CY264 : 1 9-16
CYPRUS STMIWKD SPECIFICATION FOR AGGREGATES FRON NGTURAI, SOURCES FOR CONCRETE
1. SCOPE
This s p e c i f i c a t i o n r e l a t e s t o n a t u r a l l y occuring m a t e r i e l s , crushed o r
uncrushed, used i n t h e product ion of concre te f o r normal. c i v i l and
s t r u c t u r a l engineer ing purposes.
materials o r those employed f o r s p e c i a l purposes.
It does n o t apply to a d i f i c i d l
2. DEFINITIONS
For t h e purposes of t h i s (&x-us Standnrd t h e fol lowing d e f i n i t i o n s
apply:
2.1 Coarse aggrepate
Aggregate mainly r e b i n e d on a 5.00 mm CYS ...'I Lest s i e v e and containing
only so much f i n e r mater in2 as is permit ted f o r t h e var ious s i z e s i n t h i s
s p e c i f i c a t i o n .
Coarse aggregate may be descr ibcd as uncrushed grave l , def ined i n 2.1.1,
crushed rock o r crushed gravel, defined i n 2.1.2 o r p a r t i a l l y crushed
grave l when it i s t h e product of t h e blending o f uncrushed and crushed
grave ls .
2.1.1 Uncruslied grave l . Coarse q g r e g u t o r e s u l t i n g from t h e n a t u r a l
d i s i n t e g r a t i o n of rock. 2.1.2 Crushed grave l . g rave l and wlxich doos n o t conta in more than 30;s o r round p a r t i c l e s when
t e s t e d i n nccordance wi th t h e appropr in te s e c t i o n of BYS ... Coarse ageregate produced by crushing hard rock o r
2)
2.2 Fine aggregate
Aggregate mainly pass ing a 5.oo'mm CYS .. .' ) t e s t s i c v c and containing on ly
so much coarse i n a t e r i i l as i s permi t ted €or t h e var ious grading zones i n t h i s s p e c i f i c a t i o n .
Fine aggrega0e may bc describetd a s n a t u r a l sand, def ined i n 2.2.1, crushed
rock and/or crushed g r a v e l sand, def ined i n 2.2.2 o r mixed sand when it is t h e product of t h e blending of n a t u r a l sand and crushed rock sand o r
crushed grave l sand.
1 ) CYS ... - Test s ieves-cur ren t ly under prepax'ation 2) CYS ... - Sampling and Test ing of mineral aggregates - c u r r e n t l y under
prepara t ion
45
2.2.1 Natural s a n d . Finc aggrcgnte r e s u l t i n g from t h e n a t u r a l d i s i n t e -
gration of rock. 2.2.2 Crushed rock sand :incl crushed eravc l sand. Finc. aggregate
prodnccd by c txs1,inlr hard ro clc -multi crnvi’1 respec t iv , ly .
2.3 All- in aggrcgati:
Mater ia l composed of a mixture of coarse a f ’ f p y n t c and f i n e sgpx?g?tL,.
3 . S A W L I N G AHD TESTING
Sampling and t c s t i n g of aggregates s h a l l bc c a r r i c d out i n accordance
wi th t h e requirements of t h c appropr ia tc & r c t i o n d of ... . The grading of agr;rc@t,es s h a l l be dLtermincd by t h e methods for
s i e v e analysis using t h c fol lowinp nominal apcrturc s i z e t e s t s i t v e s
complying wi th t h c Y u l l t a l e m n c c s ~f OYS ...*I : 75.0, 63.0, 37.5, 20.0, 14.0> 10.0, 5.0 mm made with square holr. p t r f o r a t e d p l a t e f o r
coarse aggregatc and 5.0, 1 - 7 6 , 1.18 mm, 600, 3C0, 750 madc wit!.
woven wire for f i n e aggrcgatc.
1 )
4. QUALITY OF AGGREGATE
4 .l Barsc apgre,wt,v
k.1 .1 General roquircmcnts. Coarsc ah:grvgnti :IS tlcfinc -1 i n scction
2.1 of‘ t h i s stmclarti sh r i l l hgvL hard, strong;, durablc an6 ciear, pit ces ,
free from adhcrent coa t ings and conforming t o t h e requirements of t h i s
s p e c i f i c a t i o n e
b.l.2 k l o t e r i o u s substances. Thv amciunt of d e l c t c r i o u s substances i n
coarsr aggrcratc. s h r i l l no t *:xccc:d t h e m a x i m u m limits s p e c i f i e d in l,able’I,
when tlctcrminid i n accordorice with t h e rcquulrcments of t h e appropr ia tc s e c t i o n s of GYS . . .I 3 .
1) CYS ... - Sampliq: and t e s t i n g o f mineral aggregates-
7 ) CYS ... -. Test s i c v c s - c u r r r n t l y under prep,aration currcn t,ly widcr p r e p m a t ion
. 46
-- -- *-- I-----
-----__-- p a r t i c l c s
2. Sof t p a r t i c l e s
3. Mater ia l pass ing t h e 75 urn s i e v e
b. Sulphur i n sulphide and/or s u l p h a t e
3 m i n e r d s expressed as SO
5 . Chert and o t h e r l o c a l d e l e t e r i o u s
~~~---- -- - -- ,laxinurri p u r i i ss iblc li L i t -_ ..----- ---
wc,ight p e r cent
3k 5.0
5 . Ole
1 io" '' 0.5
A s agrccd bctwwn t h e
++ The swn of t h e s e two i tems shoiild n o t excccd 5%. .##. In t h e case of crushed agpcgates, i f tht. mntcr ia l f i n e r
than t h e 75 pm sieve c o n s i s t s o f thi. dus t o f f r c i c t u r c , e s s e n t i a l l y f r c i from c lnp or shn lc , t h j s pcrccntagc may b e increased t o 1 * 5 .
4.1 L3 S p e c s i c g r a v i t y :mi water absorpt ion.
tested i n accordance with t h e requSrcments of tile rc?l.eomt oec t ion of CYS . . .' ) sha1.l bo mort/less thnri . . . (as specif 'i 01 by t h e purchaser ) .
'Phe water akoarp t ion when tc:stcd i n accordancc wj ti1 t h o requirements
of t h e r e l e v a n t sec t ion of CYS ,..'I s l i n l l he more/lc.ss t h m ... ( a s
:;peci.ficd by t h o purchasur) .
Thc s p e c i f i c gravity when
4.1 .4 S0undnc:ss. Whcn the coarse a~;grq::ite i s :;ubjeet,id t o f i v e a l t e r a t i o n s
of t h e sociium o r magnesium su lpha tc :;oundnesi t e s t :is descr ibed in t h e
a p p r o p r i a t e s w t i o n of GIs . D e 1 ) tht . wcil:hted lo:;s .ih:ll.l n o t exceed 12 o r
18 percent sespec tAvdy.
11.1 .I; "1 0% fi.ncs" valuc
of the appropriate eeotion of CYS I. .' not l e s s than SOKN. concre te we<rucing sur faces , t h e "10% fines" vnluc s k i d l bc not less thnn
1oOKX. 4.7 .6 Aggregate impact vnliic.
t h e aggregate impact tost may bc c a r r i e d o u t according to t h c requirements
of t h e appropr ia te scc t i im of GYS ...'I. The ncgrcgate impact v a h e s h a l l
Wht3n tt::;tect i ri accordruicc; w-ith t h e requirements
t,hc "102 t ' i . r i c s " vnluo s h a l l he
Wierc t h e purchnst.,r has spcc i f idd aCArcg:ite f o r
A s :.in :d t i :mat ivc tr: t h c "10% f i n e s " t e s t ,
1 ) CYS
2 ) CYS . . - T e s t s ieves - c u r r e n t l y under preparn t jon
a - Sampling and t e s t i n g of mineral a[;greg:itos c u r r e n t l y under prepara t ion
not cxccw] 30b. Where t h e purchaser !mc specif iccl q.gt-reprLc f o r concreto wearing
s u r f ces , t h e ag[;rfyatL jmpact v311ii s h a l l no t r-xcccd ?<$.
h.1 . / P i r c m t a f , c o f w c m (udv nf t h c Los i l nye les , ,achinc).
pcrcentagc of weLm ~ k l l riot h i . morc than 25 whm frc;tcd i n accordance
with t b s rcquiruncnt,s o f thc appropriatL s e c t i o n o f C l 5 ... . h.1 .8 Elrikincss m(1 F;Lon(:*itson 11x11.ct~.
t h e rtquircniLnts c f th
and cloilgation int l iccs should m t o r ( > < ri 30$. 4.7.9 Grndiiie of c r ,msc ngpc;atc .
when t s s t e d i n sccorclmcc with th (> rcquircments o f c lause 3 of t h i s
s t rmdard, s h a l l bc wi th in t h e limits givcn i n tab lc 2 .
The
1 )
When t c s t d i n accordance with
npproprintc s t c t i o n s o f CYS ...'), thc f l a k i n e s s
ThL grading of conrsc aggrcgate ,
CYS.. . t e s t s i c v c
mm
II_
75.0
63.0 37.5 20.0
lb.o 10.0
5.00
2.36 I__
bQ2 Fine aggr,:cntG
4.2,1 General rc.qurircmcnts. Fine ng[:rcgatc Xi def ined i n s e c t i o n 2.2
of t h i s s tsndnrd s h a l l hnvc hard, s t rong , dur(zh1e p a r t i c l e s and s h a l l
conform t o t h c rxpircmc.nt ,s ,d this s p e c i f i c a t i o n .
h.2.2 k l c t c r i o u s substances
Thc amount of d c l e t c r i o u s s u b s t a x e s i n f i n c sggrcga tc o h a l l n o t exceed
48
_ _ _ _ _ ~ I Clay lumps and friable particles
the maximum limits specif ic4 ir, t ab le 3 whcn t C s t r J 112 accordance
with t h c requiremcnts o€ th Cippropriatc scct ions of CY$.. . 'i 1 ) -.lll_l__-
Tablc 3: Dclctcrioiis suhstanccs for fine aggregate
Maximum Permissible Limit
weight pcrcent
_- _______I____~-
3.0
4 Chert and other local dclcterious substances
2 Material passing the 75pm sieve
3 Sulphur in sulphide and/or sulphate minerals expressed as SOs
as agreed hctwecn the purchaser and the supplier
3.0%
0.5
1 ) CYS . . . Sampling and t a s t i n g of mincri l agf;rep?tcs-cwrcntly undcr prcpmsntion
49
NOTE: It i s i n t c n d x l t h n t in&iv-Ldu,ii zones should :lot h. spcc i f imi i n
c o n t r a c t documents rcla%in!; t o concretc!; t h c rnncrotc miiiis should bc
modified t o makc thc best USI: of t l i t , n intcr iuls i-eadfly available.
1) G X i ... e s t s i cvc
nun
10.0
s.00
2,36 1.18
r m 600
300
1 so
- -... Perccntngcl by wciyht passiny; CYS s i e v e s
NOTE: The commonly u s d propor t ions o f om part of’ f i n d rrCgrc@e t o
two parts of coarse a g p r c p t e , i c . CI f i n < y y r q a t e pczccntagc o f about 33% by volumc: o f t,hu t o t a l arpxE:rte, not riLsm:~s tl most suitnblc!
fox making concrete of high s t renpth and :ood dur3bi l iky .
To make concre te o f t he b c s t u u d j t y with the rnnce of aggregates allowed,
t h e mix s h o d d bc suitably d ~ s i g n c d nnd %he propor t ion of f i n e aggregate
in t h e m i x should bc rcduced as t h c f i n c aRgregate grediiig becomes f iner .
For example, i n an i n v e s t i c a t i o n usiny; :XI i r s e f y l a s shaped gravel of
20 mm m a x i m u m s i z e and n n n t u r a l sand, concre tc nixus of 1 t6 proportion
1 ) cis ... - Test s i e v e s - c u r r e n t l y under prcpara t ion
The most s u i t a b l e p r o r o r t j on i,f f inc
cement/aggregatc mtio will l iowcv r depcnd on t h e a c t u a l grad inr , t h e
p a r t i c l e shape and the surf-cr tcx turc of hoth t h c finc 2nd t h o coarsc
a g p r q y t e s , I n particu17x i h c c o r r e c t desifii? o f thc n i x bcccmes
i n c r e a s i n g l y important as t!ic. grading of the fincl npprcg.tc approaches
t h e coarser l i m i t of Gr?&nF Zonc 1 o r t h t f i n c r l i m i t of Grading Zone h. The s u i t a b i l i t y of A g i v m finc aggrepale for I I S C with t h e a v a i l a b l e coarse aggregate. should always be n s c t r t a m o d by mix desi{:n, thJ s being e s p e c i a l l y
important i n r t s p e c t of rLinforc td concrete structures .
r q a t c t o bt us[ 4 f o r n p a r t i c u l a r
h. 3 U1-i n- aggregate
All-in-aggregate, :is dc,fificd i n sr:ct-ion 2.3 nf t h i s st:ulciard, s h a l l have
hard, s t r o n g , durabli? p a r t i.clcs nnd s h a l l conform t o thc: rcquiremcnts of
t h i s spec i. f i c a t inn e
The coarse and f i n e ag[:rcratc,:i const i t u t i r q t h e a l l - i n aggregate s h n l l
conform t o Q 7 . t h e roquircmcnts cf r l n u s c s 4.1 and k.? of t h i s s tandard
r e s p c c t i v e l y , except t h o s c r e f m i n y : t o t h e gradin[? of t h e aggrcgcte
which should bc wi th in thc l i m i t s s p c i f i c d i n s t c t i o n h.3.2 o f t h i s
s tandard.
The grading of a l l - i n n(7grcg:ttL when dctermincd by a t e s t accordin& t o t h e
rcquiremcnts of c lnusc 3 of t h i s s tnndnrd , s h a l l bc with in t h e limits
given i n table‘ 5 .
.51
Table 5 : Grading o f a l l - i n a u y e g a t e
1 ) CYS a - Test s ieves-cur ren t ly ilncler prepara t ion
. 52
The f o l l ow ing oryanizat,ions col labor&+ ed i n t b e p repara t i on of +.his 5 tandard S p o r i f i ra t ion.
Cyprlrs Assoriaciori o f C i v i l E ngineere hnd A r r h i t c r t s
Cyprus A s s o r i s t i on o f B u i l di nq Curir.r;lr::ors Cyprus Asso r ia t i on of Professional Engint'ors
Assoriat io; of Crushincl Plants
Minee Services Dtpartmtnt. o f Town P tannincl and klolrning
G col oqi ra l Survey U epsrement
Plrb l i r Worke C't:purt,mcnt,
W i , t.ur D uvt2 L cprncn 4. t J tpa rrment.
Cyprus 0rqaniza t : ion for St:andsrds and Cont ro l 0; ? ' y
NOTF: F o r +-lie p u r p o e t s o f t-hi= Standard and For , ,I1 rases whtre e
Cyprlrs S1:Findacd i s rur l ' tn t ly lrndur prt~it t : 'hPlon, r e f e r w r e
may be I l l i r C i t t o rht r d t v e n l Standbrds b ~ ' foilows:
C Y S 14 Part. 1:1981
SANDS FOtt EXTERNAL HENDEHINGS, FLflOH SCHEEDS AN[? INTEKNAL PLASTEH-
I N G W I T H L I M F OH ADDITIVC) ANI> POHTLAND CEMENT
1 SCOPE
1 h i s Cyprus 5 t ands rd rtl<t?a 'U t o r~bc~rt i l Ly o r rb r r ing mnds , rrushed
stone sandc and rrclslicd y r vt 1 ?r r& ur,t d f o r t.xtLrnal r t nde r inqs ,
i n t e r n a l p l sscer inq clcirrg n i ~ x t s o f l i n t ( o r addir iv t - ) ,rnd sand
(with o r without. thc, i idd i ' ion o f rt.rrt tmp or qypsbm p l r , s k t r ) , remet i t
and sand (wi th o r wi+hcJut thc e d d i t i o t i of I i m t ) m d for f loor errceds o f remant and s m d .
2 DEFINITIONS
For t h e purpost: o f t h i s Cyprcls S'andard, r,bt following d e f i n i t i o n s
a?? l Y . 2.1 Sand. A ma*rrial m F , i n l y pHsvrny a 5.00 mm TYS t e s t bievr which may be e i t h e r a n a t u r a l 'T nd or one ob+;i.iPF;d by rrushing hard rorks
or g rnv t l s .
2.2 NstxIral Sand.
o f rork.
A band prodwt:d by t h e niiturnl disint,ugret;i.on
2 , 3 Crushed S t o n t Sand i : n U C n l 5 h C d L m v : l Sand. rrclshiny A hard atcjnc o r r o r k ;,no a q i w ~ e l r t s p w r i v e l y .
Sands prodclred by
3 SAMPLING AND T t S I I N G
3 . 2 The grad jng o f sanclb she11 t d-*trrit3:nLcf by t h e mtthod for sievb
a n a l y s i s but u s m q +hc: f o l l ow ing noniir i 1 aprr-urt s i z t f r s r s i t v u s ,
romplying with the rcqclirf-mtnrs o f CVS ... 2 5.00 mm, 2 . 3 6 nirn, 1.18 mm, 600 pm, 300+ p v , 150+ gnt woven Wire.
1) 1 ) CYS *.. - Ttst E . I ~ : v ~ c ~ - undcr pr rpf i ra t ion
+ F u l l folertinces
CYS ... - Scmpling m d T t s r ing of ntinFra1 s g g r e g a w s - under p repa ra t ion
54
4 QUALITY OF‘ SAhbS
Sands shall riot: ron%in hbrrnfL.1 n ~ e r k r h l s bbrb H S i r o n pyritss, *Its, or o t t i t r orqhnir i r r p b r i t i c s , mira, sbtl l~ . or ?imiler lbrrtinbtcd h ~ t t r i e l s ,
or f laky o r elongbted p r r ’ i r l t s i n sur>$i H form or i n s b f f i r i e n t : q u a n t i t y
t o e f f u r r e d v t r s e l y tlx t . $ r a t n i n g , The 6rrtncy-tt9 + t % d b c s b i l i t y or The
appearance o f t h e f i n i l pr~-~C;ure or nny mtt r i a l s i n concart. with i t
and s t a l l conform t o tht rcqlrJrenirnrs of thL re levan* eer+ion o f CYS 64:1978.
The verioq6: s i r w of pa r ” i r1 :e o f whirt- d ssrd i 3 rorrposud sFoll b t
bniforndy d i s t r i b u t e d t:trolrgbobt i t t iilaeh.
4.2 The q b a n t i t y o f r l r . y , s i l r ,irrd dcl:,t shi.11 no+ rx r red the following.
4.2.1 Sand or rrbetkd or.>vt,l mnd; 5% t y rrins: when dt+.mint.d by he 1 d e r a n t e d a n nlel.tiod givtri i r i TYL, . . .
4.2.2 Crughed s t u n t kmd, I[% by I I ~ S E , WIILII tlt-erniiri.-d by t h e ELdimtntatiOn
rnct.hod given i n C Y 5 ... 1
5.1.2 T h t ; grading o f Sands f o r interrlcxl 1 4 m t p l e s r - A n g f i n i s h i n g roars
when dttrrmirlcd w r o r d i n g *,U r lnu r c 3 ~ h i 1 I br w i t hili rht limits q i v m
i n t a b l c 2.
101;
4b-I r i o
55-1 00
5-5c
0-1 U+
56
5.2 A sand whose yrcdiny f6:l . l~ o b t s i d t r.hc: above limit,s on s i e v k s o l h e r
than t h e 5.00 mrri s ieve i n +.ublr 1 end t h e 2 . 3 6 mm sieve i n t a b l e 2, by
a t.o+.al amount. not, cxrc:idinq 5% s h a l l bc. rtyclrdkd at: br;inq wit.hin ?host:
lintirs. This 55 rim bL: split, up, f o r exanple, es 1% on enrh o f +,hrw
siwes and 291 on tino?ht:r, fir 4% on ow: sit.vL- and 1% ori anor,htr.
NUTEI. S m d s hh i rh J ~ L * fill1 ocrtciut. th t - above limits dLlt t o a small bxrcss of ro ida t . p ~ ~ r * i r l t s ran ofpen bc: rnadt , To comply with this Cyprbs Stentl:,rd by ~ , r r t c n i n y tkrobyh tl su i thb ly siztcj sitve. F in i sh ing r o ~ t sands o s s p t r i f i i c l i n t a b l t 2 ran n f t m be obtained by s r r t e n l n g bnderro&t sands i r i a similer nanner.
The r eqb i r ad grading f o r t i t h L r underro8ts o r f i n i s h i n g coats con o f t en
be :tttaint.U by b1rr;diny t,l?Jt;tht!r sands wtiict b i t fiy themselve8 clnsuitebl e.
NOTE 2. The nust. s ~ , i t e b l e grading of m n d f o r an ex te rna l rendoring w i l l depend, t.0 some clxt.t:nt., upon tkt f i n i s h i n g treatment. The send grsding s p s r i f i e d w i l l , i n gentmil , be su i t . ab l t f o r t h e unde r roa t s and f o r fsunle f in i sh ing roe t , s su rh RS t h e smooth ( f l o a t e d ) f i n i ~ h i n g rouTs, t.he srmp-d f i n i s h e s Eind f o r pebb l rdn t ih o r dry-dash. For some r.uxtured f i n i s h e s , sbrh a s those prodbred by t reatment o f t h e f rkshly app1ir;d finial rohr w i t h f a pool, i t my he d t s i r n b l e t o remove l.ht rotirs;:r p f i r t i r l r s (t:og. by s r r e m i n g through a 2 m s iuvc ) , wh i l r f o r o thurs surh :JY ' t.orn t xx tu re ' , SCIII~ propor t ion o f materia1 r o w s c r t.h;in 5 rioni may br. nt-eded. Fo r roughrase (wetdmhing o r h e r l i n g ) t h e yradiny end rnoxirribn. s i z e will vary e r ro rd ing t.0 t ho texture r t q u i r u d end tht: ~yp:: o f 8ggreyet.t:: t.hc p ropor t ion o f roa rs t m t a r i a 1 (over 5 mrn) t o fink. shobld be obob+ 1:2.
6 SUPPLIEk'S CEHTIFICATE AND COST OF TESTS
Tht sbppliclr s h a l l s n t i s f y himcclf t h a t t h o oijtpbr ar t h e sourre o f PradtJ- r t i o n r o n p l i e s rons i s r en t ly with t h e r q u i r e n i e n t s o f t h i s Cyprus StRnditrd
and shall g ive a rfir t if ir ' ts , r o t h i s L f f e r t t o t h t pu r rhase r or h i 8 r ep re sen t.8 ti. ve.
I f t h e pu r rhase r o r h i s r tp res t r tb* . ivL r e q u i r t s indepmdenr res ts or t h e
r e r t i f i r a t i o n o f i nd iv idha l rmisiynntents, t h e scimples shall be mken be fo re
o r immediarely lifter del ivery ?!t t t*e opr.ion of t h e pclrchaser or h i s
r ep resen ta t ive , and t h e s e Ctstz shir11 be Cbrribd o u t i n arrordanrr: with
t h e Hppropriz1t.e reqbiremsnts o f +is Cyprbs S tanda rd on t h e w r i t t e n
i n s t r b r t i o n s o f t h e ptm-+mser or tiis rep resen ta t ive .
Unless otherwise s p e c i f i e d wirtt )?-e enqbiry and order, the s u p p l i e r shcrll
supply f r e t o f rharge t h e mf>t t r ia l r equ i r ed for t z b t i n g and t h e r o s t o f t h e
test.s s h a l l be borne:
7 ADDITIONAL 1NrOHMATIC)N TO BE FURNISHED R Y THF. SUPPLILK
When r L q u e 8 t d by t h c I iur rhauLr o r bib r t p res tn toF ivk , t h e supp l i e r
s h a l l provide any o f v he f o l l o w i n q rJddipjonu1 p u r t i r u l n r s .
7.1 Sourre o f Supply
7.1.1 0isr.ri rt. 7.1.2 AIVA.
7 . 1 - 3 Name o f c p h s r y o r pi:,
7.1.4 For materia2 dredged from sees, t.sW3r.it.s or r i v e r s , t h e prr t r ie t :
lora1it .y from whi rh t h t m a t t r i e l was ob-ained s h a l l bo stated.
7.2 Group C l : t s s i f i r < i t i O n ( d e t t w i n t x ar ro rd rng t o t he grobp rlssdfire- tion o f aqgrt:gatcis given i n CYS ... I ) .
7.4 P tiy si rill P rop er t i eti
7.4.1 R c l s t i v e dt%tsir.y cind wht.er 8baorp*.ion
(det.e:rrriinurJ r i c ro td ing t o t.hosi nitt.hocls for +ht: dt-termination o f rt le t ive densit.y end w6t . t . r absorpt ion g i v t n i n CY5 . . . I appropr ia te t o sand).
7.4.2 Bulk dun3it.y i n kilogr~ims per r&ir mrt.re (determined Hr ro rd ing
to t h e mr-thod for detero&natAion o f b ~ i l k density o f Hggrt*qQtt- g iVW i n - . t r 1
7.5 Lraciing.
rcquirenients of r lauso 3 .
i , = r a." ) *
A typirei ~ir~wr; t i ne l ys i s derrrminecl a r r o r d i n g to the
1) CY5 ..* - Sampling and t e s t i n g o f niintrsl l aggregates - under p repe t ion
The fo i lowing orqanizc”ion ri)Ili,tmratcd i n t h e pr:para’-j on o f ” h i s
5 tanda r d S p e r i f i r‘a +.i on.
r y p r w A m o r i a t i i r I of r i v i l Cnyint.L-r? wid 1 .crs Lyprcln Assoriatioil :If Q u i l d ing Cin+rar+wL Cyprbs h6sWia*.iCJn a f P rc fe s s ionn l Engir
Asso r i a t ion of r rc lsh iny P L in t s
Minas S t - r v i r t s
Dtpartmcnt o f Tcwn P l a n n i r q and t louc , i rv]
Geo log i ra l ‘ I L I ~ V L . ~ Departin, nb P u b l i r Wsrkb b,eportmmt
Water D L ~ L Lopment D opiArrmr. nt
Cyprus Organizat ion fcr $pander(% and r r m t r o l o f Q u d i t y
NOTE: FL>r the purp.ises q f th i , , Stijpdard and f o r a l l riisbs where A
Cyprcls Standard i n ci4rrf n t l y undltr prepa ra t ion , r t f s r e n c t
may be madc CO rh t 1’s lsvent 5tAndarria a s fol l t iws:
C Y 5 14 Par t , 2:1981
SANDS F'Oh M O H I A t ( FUli P L A I N ANI) ttL INrOHLED BHICKWOKK , HLOCKWALLING
A N D FIASUNHY
'I SCOPE
2 DEFINITIONS
For r.ht purposes o f t tJF Cyprus Stnndard, t h e followinq d e f i n i t o n s
Hpp l y
60
4 W A L I T Y OF SAPIDS
I I iniii I I
I I
5 00
I 2.36 I I 1.IU
I Pm
I
1 I
I I LO(!
I
I I
100
YO-100
70- 1 U0
l
I
I
1 I I
I I I I
I
a
40-1Ut! I
5-70 !
NOTE. Sands whirti f a l l oc,rardt- r.k.t; rrhovt L i m i t . $ dhr-. t o i~ snic11.I exress o f rohrst: par .c i r lk5, ran oftcm Lie made +ii romply with t h e seqi~ircrnen+s nf thii; Cyprcra Sr.un&rd by srre-nlnq through a s u i t e b l y s i z e d sicvt:. The r e q u i r e d grading rtm o f t e n be ar.ti;lined by b l t-ndir,g t.cjyet,ht.r. sands whirh art: by thumsilves crnshi tablk.
5.1;2 'Itit: grnriing o f sunck, fcr m e i n mortar:: f o r ro infor rcd brirkwork,
wtwn de?:erndnr:d iirrordinc, t u r h J % 3 , s h a l l be w i r t i i n t h e limits given
i n B.;;ble 2.
62
5.2 A 6and whosL- grading f a l l s ou t s idc thL ~ J O V L - l im i t s on s i tves o thv r than r h t 5.00 rnn, s i i v t by i ) t o n 1 ;inobrlr not r x r t r d i n y 5% s h a l l
be regarded a s b t i n y within thor,L l ini i ts . . T t i : 5% ran h t split bp,
for exemple, R S 1% on t a r h af thrr-t. s i w L . d l d 2% on ilnbthar or 4?6
on one s i e v e md 1% on ono th t r .
6 SUPPLIEk’S CEkTIFICATE AND COST OF T E S r S
The s u p p l i e r sh l l sa r ib fy h i rnuiJ f lb;!t. t b t ~ b t p i ~ * ;it t.he s ~ ~ ~ r ’ r t o f
produr t ion rons is t . en t ly rnmpli.-s wirh + l i t . rt.quirenient.s nf This Cyprus
Standtird and, sk l l g i v e ii r t - r t i f i ce t . e ro t h i s e f f e r t eo +.he purrhaser
or h i s r ep resen ta t ive .
I f t,he purchaser o r h i s repres.;n”iltivo requirt .3 indapendknt t e s t s or
t h e rer t i f i re t ior , o f i n d i v i d u a l ronsignmmts, +he hdmpits s h u l l b e taken
be fo re or immrdiatc.ly fift2t2r d h l i v L r y , i*t t h i Opticr, 7 f t h e purrhrjser
or h i s repr t - sen ta t ive ,
with 1 he hpproprinte requirerirmts o f t h i s Cyprup Standercl on t h e w r i t t e n
i n s t x u r t i o n s o f thc. purrhaser L r h i s r e p c t e m t a t i v e .
thwt r t s b ~ l i a l l bc r u r r i t d out i n arcorduncc
Unless otherwist: s p t r i f i c d w i t h t h e cnqcliry and order , She s u p p l i e r
stall sclpply f re t : o f r h a r g t sht: rna>,Lriill r e q u i r t d f a r tcst . ing rind t.ht
rost o f the r,-s~.s shrrli be bornk:
( 2 ) by t,hr s u p p l i e r i n thr; tvt-nt o f rt.s~11t.s showing thac tht:
n&iteriel does not. rcrniply with ctw st.md:,rd;
(b) by tb t - puwhese r , i n rht, t ven t o f rescllrs atawing t h a t r h e
mterial does 50 romply.
7 ADDIJIOhAL INFOHMHTION TO BL FUKNISHEO BY THE SUPPLIEh
When requastt-d by t t U pbrrhasax id h i s repra&tnVi+ive, t h e s u p p l i e r
s h a l l p sov id t m y 7f t,hc foilowing ?ddi t iorial p ~ r t i r b l a r s .
7.1 sourre of Supply
7.1.1 Distrirt. 7.1.2 Area.
7.1.3 N n m o f qusrry or p i t .
7.1.4 For water in1 drt;dgud from seas, rF%ar ia s or r i v c r s , t h e p r a r i s e
l o r a l i t y from whirh the mteriul W H S obtained s b l l b e s a t e d .
I . -64 T ht fo l l ow ing organizat ion rollaborottd i n th t p r k p a r s t i o n o f *,-his
Standfwd S p t d f i w t i o n .
Cyprus Abhor in t i on of C i v i l Encjinccrc bnd A r r h i k r T s
Cyprus Assori*,- ior i of Duildir icJ Contractors
Cyprus A s s u r i n d o n nf P ro fecs io im l F n g i r i w r s
Assa r iaQon of Crclshinq P l m t s
Mines S e r v i r c s
Deparvment o f Town Pldnning ijnd Hocrsinq
G t f o l o g i r a l Survey Dtpartmant
P u b l i r Works Dt;parr:mtnz
Wat.er Development. Dqmrtment
Cyprus O r g r m i m t i o n fo r 5tenderas tmd [‘orit rol o f Qunl i ty
Tor the purposes o f this Strrndi-rd nnd f o r d l rases
whtro o Cyprus ‘;t NndFjrd i- r L r r t n f l y under preparat ion,
r e f t x e n r t i ~ i ~ i y h, nddu t o ti-. rL levnn t Standards a8
follows:
65 410
H5 812
ASTM-CO8
h‘1TM-131
T t * r * O i t V r S .
M. + l i d s f o j Sampliny and Tes t i ng o f Minera l
Acjrl:’-yatt%s, Sundb and F i l l w s .
‘,our~rjn:~s.s of Aggregates by U:;c o f Sodium
‘Julfc,rt or Flagntsium Sulfots. itL oist,anre t.0 Abrasion o f Small S i z t Course
Agyrr1yhte by Use o f +.he L o s Angeles Marhine.
Dated this 4th day of April, 1984.
(105/14)
By the Administrator’s Command, A. J. CRAGG, Chief Officer,
Sovereign Base Areas.
65
THE POWERS AND DUTIES (OFFICERS QF THE REPUBLIC OF CYPRUS) (CONSOLIDATION)
ORDINANCE, 1976
(Ordinance No. 4 of 1976).
NO. 22
ORDER MADE BY THE ADMINISTRATOR UNDER SECTION 3.
In exercise of the powers conferred upon him by Section 3 of the Powers and Duties (Officers of the Republic of Cyprus) (Consolidation) Ordinance, 1976, and of all other powers enabling him in that behalf, the Administrator hereby makes the following Order :-
1. This Order may be cited as the Powers and Duties (Officers of the Republic of Cyprus) (Consolidation) (Amendment) Order, 1984 and shall be read as one with the Powers and Duties (Officers of the Republic of Cyprus) (Consolidation) Order, 1976 as amended from time to time (hereinafter referred to as “the principal Order”).
2. The Schedule to the principal Order is hereby amended by adding at the end of Part I thereof the following new items :-
Ordinance No. Sections
The Standards and Control of Quality Ordinance 1984.
6, 7, 9 (c)
Dated this 4th day of April, 1984.
Persons
Area Officer
(105/14)
By the Administrator’s Command, A. J. CRAGG, Chief Officer,
Sovereign Base Areas.
P. Is. Nos. 96/76,8,33 and 65/77, 7/78,21/79, 6, 31,55,70, as, gi/ao,63/81, 14/82, 37/83 and 12/84.
Ordinance 4/76. P. Is. Nos. 7/77,38/77, 6/78,30.54, 69,87 00/80 sz/ai’a;la 13’/a2.
No. of Ordinance and Year
4 of 1984
66
THE POWERS AND DUTIES (OFFICERS OF THE REPUBLIC OF CYPRUS) (CONSOLIDATION)
ORDINANCE, 1976
(Ordinance No. 4 of 1976).
No. 23
ORDER MADE BY THE ADMINISTRATOR UNDER SECTION 10.
Short title of Ordinance.
The Standards and Control of Quality Ordinance, 1984.
In exercise of the powers conferred upon him by Section 10 of the Powers and Duties (Officers of the Republic of Cyprus) (Consolidation) Ordinance, 1976, and of all other powers enabling him in that behalf, the Administrator hereby makes the following Order :-
1. This Order may be cited as the Powers and Duties (Officers of the Republic of Cyprus) (Consolidation) (Amendment of Schedule) Order, 1984 and shall be read as one with the Schedule to the Powers and Duties (Officers of the Republic of Cyprus) (Consolidation) Ordinance 19’96 as amended from time to time.
2. The Schedule to the Powers and Duties (Officers of ‘the Republic of Cyprus) (Consolidation) Ordinance, 1976 is hereby amended by adding at the end thereof the following Ordinance.
(105/ 14)
-___
Dated this 4th day of April, 1984.
By the Administrator’s Command, A. J. CRAGG, Chief Officer,
Sovereign Base Areas.
Printed by the Sovereign Base Areas Administration Printing Press.