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A
A
TYMOFF+MOSS ARCHITECTS Provide one
THE REVIEW IS ONLY FOR THE
GENERAL CONFORMANCE WITH THE
DESIGN
CONCEPTS
AND
THE
CONTRACT DOCUMENTS. REVIEW OF
THE SPECIFIC ITEM(S) SHALL NOT
INCLUDE APPROVAL OF AN ASSEMBLY
OF
WHICH
THE
ITEM(S)
IS
A
COMPONENT.
CONTRACTOR
IS
RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS
AT
THE
JOBSITE,
FABRICATION
AND
METHODS
OF
CONSTRUCTION,
QUANTITY
OF
MATERIALS, AND COORDINATIN OF THE
WORK WITH ALL OTHER TRADES.
CONTRACTOR SHALL NOTIFY THE
ARCHITECT OF ANY DISCREPENCIES
BETWEEN THIS ITEM(S) AND THE
CONTRACT DOCUMENTS.
BY
DATE
REVIEWED
REVIEWED
AS NOTED
REVISE AND
RESUBMIT
REJECTED
Michael Schnekser
14 JUL 2014
full size
sample of
each paver
color
(estccD ia
(757\ 722-0050
FAX (757) 728-0135
Product Submittals
Noah Enterprises, lnc.
-
Downtown Norfolk
Job #10L5, Subcontract #24tI
Section #321.4L3 Precast Concrete Unit Pavers
Submitted: May27,2Ot4
Bus Transfer Station
To include the following:
1,. Hanover
PlankStone Paver Data
2.
Brick Colors - Color to be determined with a Natural Finish
Brick PlankStone Paver Dimensions
3.
4.
Brick - Guideline Specification
5. Hanover PlankStone lnstallation Designs - Running Bond
6. Hanover Prest Brick - Performance Evaluation Test Report
7. Snap Edge Corporation - Edge Restraint Data Sheet
8. Snap Edge Corporation - tO" Nail Specifications
9. Aggregates lndustries Concrete Sand Material Certification - Paver Bedding
10. Aggregates lndustries Masonry Sand Material Certification - Paver lnfill
11. Quikrete - Masonry Cement Type S - Mortar Mix
Prest
Hanover Prest
Hanover Prest
Hanover Prest
Reference Web Pages:
Hanover Architectural Products
Snap Edge, lnc.:
Westwood Contractors, lnc.:
www.
ha
noverpavers.com
Upon receipt of contract, approved submittal and the receipt of paver order, the paver
manufacturer requests 4 -6 weeks for production and delivery of the pavers.
PO. BOX 398.802 WEST PEMBROKE AVENUE. HAMPTON, VIRGINIA 23669
VIRGINIA CLASS A
CONTRACTOR
LICENSE NUMBER 2701 O25274A,HIH
?å tçlt3
Helnover's NEW PlankStone:"'' inlioduci=;s c c;omplefely new lr:uk far
rlr:ciulr:r pcrving. SizerJ r.-¡-i 2 i /,t" x 23 | lz",,vifi'r cl ¿l ' ilricknr:sr;, l-lclrroverÐ
Plclr,lcStonç'"' ctectes
lire look cf trcclrlirncil
Fi*ces
cqn be lclicl I'roi'izoriïctl!y, rrertically or in c;lterri'ri'irrg <lireclio¡'rs.lnsfoilati*n
clesigirs üro= er'¡clless (See, pcge 47).
r¡¡ooc.l i¡oclrrJ ejeci<ing
Hicjo.ç¡l specsrs cllc-¡,,f,:r scrrrcl jr:int i¡rterlock, Planksionc'nn is sL-¡clr:lçrlecl
fr:r pecle'striçln use e¡t|,.¡. l-i(;rir-,,1erE PlunkSlr;rì4)'"0 i$ stc,cked lri Chocc;k:tel
tcl I'Jsturclll(lhci'cccl color k-.lencl=t v¡ilI cri |''JûiLrrqt lìlli:¡h, Tr-lc¡cr'Þ)
v'.¡ell crs criulor¡r aggregoles cincJ ce:lcr blenrJirrç1 ar+ clvcrircbl<:
t vlren e1 ucrntilies permii,
Ton
ct¡
finisl¡. r::;
NEW PLAi\IKSTOI'IF^,
r \.ff I
/'¡'
prest brick colors ond lextures
o ronge of stondord, blended, ond custom colors in o choice of finishes: Noturol,Tudor@ ond
Ground.The Noturol Finish hos o close-knit top surfoce which gives o cleon "designer" oppeoronce,The Tudor@
Finish very lightly exposes the oggregote, similor fo o flomed gronite texture, Ground Finish brick ore lightly
honed to reveol more oggregote for o smoother distinctive oppeoronce. The photos below demonsfrote the
woy in which the finish of the brick con offect the oppeoronce of the color.
Honover@ offers
slondord presT' brick colors
Nolurol
Tudor@
Ndturol
Tudor@
Nolurol
Tudor@
Noturol
Tudo16
Quorry Red
Limestone Groy
Red 15
Chorcool
Trodilionol@4" x 8"
Troditionol@ 8" x 8"
Troditionol@ 4" x 8"
Appion@ 6" x 6"
Noiurol
Tudo16
Nolurol
Tudor@
Pt¡^""ç-
ç.
tncrcraç- þehr:c,e.n
èt
OR
Ton
Chocolote
Potriol@
Troditionol@ 4" x 8"
ñ.^-{hr*s /<."nø\{æ! ßBr^d
Ttr..Ï,"À 9t
u-)
blended prest" brick colors
Noturol
Tudor@
Noturol
Tudor@
Noturol
Tudor@
Ton/Chorcool Blend
Noturol/Cho rcool Blend
Red/Chorcool Blend
Appion@ Mixed
Appion@ ó" x 9',
Trodifionol@ 4' x
Noturol
8'
Noturol
TudorÆ
Chocolote/Ton Blend
Cothedrol@
Tudor@
Solmon/Chorcool Blend
Appion@ Mixed
Pleose Note: These Preslo Brick somples show vorious colors in different sizes ond styles. Eoch Presto Brick style con be ordered in o voriety
of colors ond is not limited to whot is shown, Pleose contocl o HonoveP Representotive for o current listing.The dimensions stoted for
product sizes of HonoveP Presl@ Brick ore nominol, Products ore mode lo fit metric modules,
HonoveP PlonkStone@
27/8" x23 1/2" x4"
27/8"
23t /2'
4
PlonkStone@ is olso ovoiloble in 175/a" ond 8r3/ro" lengths
27/a,,x17 s/a,,x4,,
2t/a" xgtsfio" x4"
Pleose Note: Sizes shown ore nominol. Products ore mode lo fl metric modules.
Overoll dimensions include one spocer
PlonkStone@ is suggested for pedestrion use only
NO
Archite ctural
tHt
IEIK
Pro du cts
5000 Honover Rood, Honover, PA I 7331
717 ,637 ,O5O0 fox 717.637 .7145
www. honoverpovers.com
9.22,09
PAGE I
HANOVER.' GUIDELINE SPECIFICATION
Poving ond Surfocing
Prest@ Brick
PRODUCT NAME:
Honover@ Presl@ Brick
MANUFACTURER:
Ho nover@ Arch itectu ro I Products,
5000 Honover Rood, Honover, PA I 7331
717.637.0500 Fox 717.637.7145
info@honoverpovers.com www.honoverpovers.com
T PRODUCT DESIGN:
BASIC USE:
Most ony oreo copoble of being poved con utilize Honover@ Preslo Brick povers. These pressed concrete poving bricks
provide o surfoce equolly suited to municipol, residentiol, ond urbon projects. lnstollotions will benefit from its oppeoronce,
slip resistont properties, ond obility to withstond snow removol ond freeze thow conditions.Typicol instollotions include
plozos, drivewoys, courtyords, wolkwoys, porking oreos, pool oreos, low speed roodwoys, ond tree grid poving.
COMPOSITION AND MATERIALS:
HonoveP Preslo Brick Povers ore mode from Portlond cement, fine ond coorse oggregotes.These high density, hydroulicolly
pressed concrete poving units, ore monufoctured to (+/-) I /to" toleronces. Eoch brick is uniform in size, permitting eosy
instollotion of ony poving pottern. Severol styles, sizes, lhicknesses, colors ond finishes ore ovoiloble.
LIMITATIONS:
Honover@ Troditionol@ 4' x 8" x 3'size ond fhe 6' x12" x 4' size ore recommended for both pedestrion ond low speed
vehiculor usoge when instolled in o herringbone pottern. All other styles con be used for both pedestrion ond low speed
vehiculor opplicotions. The Troditionol@ I 2" x I 2" ond PlonkStone@ ore recommended for pedestrion use only.
2 TECHNICAL DATA:
APPLICATION STANDARD:
HonoveP Preslo Brick povers meet or exceed ASTM specificotions for concrete poving stones C936-82 requiring o
minimum compressive strength of 8000 psi, moximum obsorption of 5% or less of 50 cycles of freeze thow testlng
per section ASTM Có7.
PHYSICAL CHARACTERISTICS:
Honover@ Presl@ Brick ore resistont to oil spilloge ond diesel fuel.They hove been designed with spocers on oll four sides
providing o uniform t/to" joinf oround every brick.
Prest@ Brick Styles:
Trqciitionol@ Prest@ Brick Multisided Preslo Brick Appion@ Presl@ Brick Serengeti@ Slone
-
Holifox@ Flogstone
PlonkStone@
Riven -
-
Olde HqnoveP
-
-
rectongulor or squore in shope, beveled edges; 4" x B" ,6" x ó", B" x 8". ó" x I 2" ,12' x 12"
ond Triod shopes
ontiqued edges, cobbled oppeqronce; 6" x 6" ,6" x 9", Mixed, Rondom, Circle, Fon
irregulor sides ond lop surfoce, rough ond rugged; Serengeli@ Gronde'", 6" x6",6" x9"
wide joint style, cleft sudoce; lnegulor, Mixed, I 2" x 12":3" thickness
norrow ond rectongulor in shope, beveled edges; 3" x 24" ,3' x I 8", 3' x 9", 4" thickness
foce texlured to simulote noturol riven slone, conloured sides, wide joint style; Riven Viisi'"
look of oged cloy brick povers, contoured sides, wide joint style; 3" x 9"
Polrioi@, Cothedrol@, Hexogonol, Congressionol@
Preslo Brick Textures/ Finishes:
Noturol close'knil surfoce, fine groin oppeqronce
Tudor@ llghtly exposed oggregole, surfoce wifh o courser lexture
worn stone effecl, oged oppeoronce
Tumbled Chiseled slightly chipped surfoce, rough edges
Squore Edge smotfh sufoce, non-beveled edge
ovoiloble in Troditionol@ 4"x 8" size: score is o folse joint providing lhe oppeoronce of o 4"x 4"
Scored smoolh, but not polished wilh exposed oggregote, no bevel,l /4" thinner in finished thickness
Ground -
HonoveP Preslo Brick thicknesses ronge from
I t /2" - 4" . Not oll sizes ore ovoiloble in oll lhicknesses.
PAGE 2
LAMININ@ PAVER INFUSION TECHNOLOGY:
HonoveP Presl@ Brick povers covered in this section will be monufoctured with Honover's LAMININ@ Pover lnfusion
Technology. LAMININ@ is not o lopicol surfoce treolment. LAMININ@ is o Moleculor lnfusion Technology thof provides
monolithic stobility throughout the enfire producl moss.
Presl€ Brick with LAMININ@ Pover lnfusion Technology provide chorocteristics to resist:
. Acid
roin
. Ultro Violet
.
Lighl
Alkoline
. Stoins from oils ond foods
. Efflorescence (resulls verified per ASTM C-ó7)
LAMININ's obility to provide resislonce to UV degrodotion hos been tested in occordonce wilh ASTM D-458705, which
showed o minimum chonge in surfoce oppeoronce ofter 2,000 hours of ultrolight exposure (equivolent of l5-20 yeors)
3INSTALLATION:
:
lntedocking concrele brick povers ore typicolly instolled on o bed of sond conforming To ASTM C 33 or o biluminous setting
bed. After units ore instolled on sond bed, They ore vibroted with o high frequency, low omplitude plote vibrotor. Units ore
pressed into sond bed ond sond is compocted. Joints ore then filled with sond ond brick povers ore vibroted unlil oll joinls
ore complelely filled. Excess sond is removed.
EDGE RESTRAINTS:
Adequote edge restroints ond o properly prepored bose ore essenliol to lhe successful pedormonce of Honover@ Presl@
Brick povers. When ulilizing o sond or biluminous setting bed, edge restroints con be wood, steel, PVC, Honover@ RockCurb@
or onother system specifcolly designed to restroin concrele povers.
BASE:
Sond setting bed over o compocted void free gronulor bose is ihe prefened melhod for HonoveP Preslo Brick povers.
Alternote instollotion methods include o biiuminous setting bed over o compocted oggregoÌe bose or concrele slob.
Coreful ottention musl be given to locol soils ond droinoge conditions, type of expected troffic, ond municipol requirements
Bose is lypicolly compocted oggregote. Fobric soil seporotors ore recommended for vehiculor povements belween the
soil subgrode ond bose moleriols. Honover@ Preslo Brick moy olso be instolled os on overloy system on existing concrete or
ospholt povements. Filter cloth is recommended over the existing povement prior to instolling brick povers.
4 AVAILABILITY AND COST
AVAILABILITY:
HonoveP Preslo Brick in stocked colors ond blends ore reodily ovoiloble in lhe continentol United STotes. Custom colors ore
For further informotion coll HonoveP Architecturol Products, lnc.
ovoiloble when quonlilies permit.
COST:
Cost will vory depending upon pover sizes, finish, color ond quontity ordered
5 WARRANTY
HonoveP Architecturol Products, lnc. will certify specific povers to meet or exceed internol stondords os well os previously
sloted ASTN/ performonce stondords.
ó MAINTENANCE
Honover@ Preslo Brick require procticolly no mointenonce if instolled properly. Degree of soiling ond sloining will depend on
lype ond omount of use over time. Contoct monufocturer for informolion regording seoling ond cleoning of brick.
7 TECHNICAL SERVICES
Complete technicol informotion ond printed lileroture from monufocturer
NO
IEIK
tHt
Architectural Products
5000 Honover Rood, Honover, PA 17331
717.637.0500 fox 717.637.7145
wwwhonoverpovers.com
1
.20.14
Honover' PlonkStonet
lnstollotion Designs
Bosketweove
Bosketweove
x 231 /2"
27/ø" x813ho"
27 /a"
7
s/e"
2t/ø" x23t/2"
Running Bond*
27/8"x23t/2"
Running Bond * *
2 /8" x 23 /2", 2 /a x 17 /a", 2 /s x $
t
7
t
s
þ0"
27/B'x231/2"
Running Bond * *
*
ts
90'Herringbone*
45'Herringbone*
Bosketweove
2t/e'x17
Bosketweove
2 t /s" x 17 s /s", 2 /B' x g
t
ts
ho'
2t/a"x23t/z'
Lengihs ore inlended lo be inslolled rondomly,
*Herringbone designs con be ocheived wilh ony of The three lpngths.
**
Running Bond designs con be ocheived with ony of the three lengths individuolly or combined. When combining
lenglhs, determine the percentoge of eoch length the intended instollotion design requires.
Pleose Note: Sizes shown ore nominol, Products ore mode to fit metric modules. Overoll dimensions
include one spocer PlonkStone@ is suggested for pedestrion use only.
NO
tHt
IEIK
Architectural
Products
Honover Rood, Honover,
5000
PA 17331
717.637 .O5O0 fox 717.637 .7145
www. honoverpovers.com
2,13.14
A
4-
Archltectu ral Tesllng
pARI'"$RM,ANCft: IlVÂf ,LJA'rION
T
Hft'f RAPORï
Rendcred to:
HÀNOVITR ARCilTTACTURÀI, PROT}UCTS
PII{}DUCT': Hanovtr PrcstCI llri*k
lleport Ns: 92147.CI2-lû6-31
Report
Hxpiratiorr
130 Derry Coilrt
York, PÀ 17406"8405
ptutne: 717-764-7IAt
(ax: 717"7M"4129
wr\rw.arcfutext.(om
Datc:
Dnte;
ll¡2l.lt9
09/l fl/13
Ârchitecturat Tasting
ïl: R¡r(}ïìM A NCX IIYA L U Ä't'lON'l'üSl' ltt
POUT
Rcndcrcd to:
I
I HOI'IJI{ AI" PRODU C'I'S
?40llcnder l{oad
llanover, Pennsylvania l73l I
IÂNOVI,:R A RCII
Itepoll Ncr 92 l4?.02-106-3
Dnt*s:
Thraugh:
lìcp<rrt D*t*:;
Iixpi*rticn Dirlc:
Tcçt
I
06126íJ"9
09/18/09
lllÌ3Ílì.9
ü9/l tt/|3
ProrluelI Flanovcr Prcstfi) Il'ick
Proj*cf Sum*ary: Architccluml "I'csting, lnc. w¿ts cr¡ntmct{,'ti by Ilrinovcr ¡l"rchitcci*ral
Products to pcrt'orm evaluntiolrs an Îhçir l)¡est$Ð lìrick prnduct. Ðfflorescottce, uV [ixposule,
Absorption, üornpressive Strcngth, ilrseze/'I'hnw l{csistancç, Static Coclficient of lTriction,
Aluasion Resist¿*cc alrd Stain llcsist¿r¡lcc evaluations wcrc perfnrfired on thc l'resffiì l]rick
prnduct. 't'hc prruduct met tlìe perfirnnarrcc uitedu prescnted in ASTM Û 936: Scction 5.3,
Conrpr*ssive Strength (¡8,ûOtl psi rvith no uuit lcss than ?,200 psi); Seclion 5.4, Absotplion
ing anrl
un 5,5" Itcsistar
un 55
cs) and
2-î
iiecz
tcil
to
rcalcr
'asio¡r
(-3ltltlt
s). 'T'hs
mcan t
,
rner¡n St¿tie Cocflîcir:¡rt of F'riction fbr thc Prcst0 llrick was dctsnninecl to bç L0fl fol fhe dly
cotrtliti+ri and 0.85 fol'thc wet cc¡nditìon. 'l'hc UV Resistancc cvaluation resr¡ltcd in c nrcan AII
-Ihe
Stahr ll$sistance olf the Prest$)
of l,?0. lifflorescorrce wÍts not obscrved in ihs samples.
Brick produ$f w¿¡s found to be such that no stairtirtg agcnt cvaluutcd rva* obscrvccl to pcnctratc
farthcr than û.05 iu, ilomparativc ililivitluaì Stain lìesist¿ncc santplc cvaluatir¡ns al'c k:catcd in
tlie resulls scctiun.
130 Dery Court
York, PÂ 17406-8405
phone: 717-764"7700
la:x: 717.764"4129
www.archtest.com
4-
92147,02-l 0ú-3 I
P*gc ? ol'7
Archltectural Testlng
'l'esf Mcthotls: 'l'hc f*st sp$cirîcn wâs evrlu¡rted in accordance witlr the folTowingl
1.\STM C 6?-09- Standard Test fulethntls
'l'ile
for
SantpÌing und 1'esting ßrick snd Stnu.tural Oluy,
.
ASTM C 154-06, Strsndurd Pruúit:e,fìtr öperuling |t'luore:;mnl Lìghl ,{p¡>urutu,s.lbr Ulr
li.x¡sosu rc ¡l' Non me t çl.l ic ll,lut erfu [ s.
AS'¡'M C 936-08, Stun<Jar¡lSpecificulíon.fi¡r Splid Conucte lnteriacl:ing Pnving Unirs.
ASTM C 140-08, Stttnclurtl Te,rt Me¡hods.for Sumplittg and ?'astìng (\wcrele fi,ftt"st¡t.rv Iinito
and Ìlelutod Units.
AS'f'M C 1645-0(r, Standurd 'l'est Method.[or l;i't:r:ze-thnut tuul I]e-king
Salíd (.\¡nrtvle lntcr[r¡cking PuvÍttg {J'tits,
Sul¡
Ðurahilit¡, ,r¡
ÄS'lìfvf C 1028-07, Standar¡l T'est Ì+,Íethod_þr' Detennining the Stulit: Coe//ìe.'ienf of lirit:littrt
ofCcrumic Tile emcl Othey l,íke ftflines b¡, the |lorizotttal l)¡,numonØs Í>t¡ll-il,futer
Metho¿|.
ASI'M C 4ll$-05, ,4lsrusion Rcsista¡u:e of {}on<:r*te by Sandhlasting,
ÂS1'M C Ì378-ii4 (2009), Stçndurd Tesr Method
jbr
Ðeten¡tittatian
o!
Resistunca to
Stuíning.
I'cst Procedurcs: 'l'csfing wrls pcrlfurrreci otr tniìtcrial$ wltich werp mantifactrred by llanover
Archit$ctural ilrurìucts ancl nuidif¿c<ì by Architcctr¡ml 'l"esting person*el ns required fur testing,
Iìl'l1çrcscc¡rcc wns detcrminpd in nccordanÇe with lhc ptcccdurcs dctailed in ¡51¡'¡4 C: 67. UV
cxposurc rv*s coll<Iuctcd in uccorclnnce with the ploce<lures cletailed in ASTM C 154.
Àbsorptiol nn<f Coinpre$sive Strength rtnd werc delcnnillccl ir¡ acccrdanco with thc protcdurcs
dctniletl in AS'IM C 936 ân{t ASTM C 140. FrcczclThtrw Rcsintancc wzrs dcttlr¡rincd in
accordâI1$e with tlrc proccdurcs detailcd in ASI'M C.936 and ASI'M C 1645. Slalic Coctlicicnt
tif Fristiön was tlctcrrnilcd in accorclancc with tlu: ¡rroccdurcs elctailcd in AS'I'M C 1028.
Ahrasion llcsistal¡ce "i"esting was cçnductcd irr accordance with the prnccclurcs detailed in AS"I"M
C 93(r ¿n<t C 4liJ, Siailr l{csislåncc w¿ts dctcrmined in accord*rce wíth tlie proctldttres detailcd
in AS'I'M C l37ll with rnodif,ied staining iìgcnt$ (Molor Oil, Colïee, Col*, Ketchup. Mtlstartl and
Red Wine). lrrior to completion of the $lcrnirig procethucs, r;tain rcsistancc stn:plcs wcn: ctlf i*
half (through ccute¡ qrf obscrvecl stain) to tlctcrmi*c tlcplh ol'sfaitring.
92t4"t,02-t06.]1
Ärchitectural Testing
Itage 3 of 7
Test Rerults: Thc rclir¡lts ailü ropoflod iå the lÌrllowing tablcs,
ASTM C 67, fÈcrfion I f - Hfflorestencc
'I'est Paranrters
S*rm¡rlr
Numbm
Dcpth of
ilurntion of
trYater (in)
Ë,xrtosurs
Efflorssccnce ü b servÉil
I
.Not Íiflloresced
3
Nr¡t ljfflorcsccd
Nr:rt lr,lïlolesced
)
t.0
? dtrys
Nc¡t Ëflli¡rcsccd
4
{
Not üfilolesecd
t.0
rl verngr:
Nof HfÍïoreseed
7 days
ÄSTM C I54 - UV llesistan.:e
.Hxpnsure Duration
liample Number
Ärt
ll{ours)
I
I.JÓ
3,
1.95
3
1,55
5ûCI
4
2.tt
1.32
1.73
$
6
Àveragt
t.?0
s{}ü
ÀSTIM C 936, Soctlon 1.4 - Absorpti<ln
P*'rformancc
Sat;rafccl
Wctght (g)
0vcn Ðry
welght (g)
Á"bsorption
Numbcr
lmmers*d
t/rteighr (g)
t
752.10
1309,3ü
l25B.1A
Yes
2
7',t2.50
1340.00
I 289.
4.t2
'Ì g{
3
732.3t
1289.?û
1241.6A
3,87
Ycs
4
742.{¡0
l298.rJü
l24rì,5û
4.03
Yes
Averoge
749.fiS
1309"45
I259.48
3.97
Yes
Snnrple
rt
{%)
Cr:iteri¿r
Mct
Yes
9214?,0? 106"31
Architacturåf Testing
Pa¡gc
4 of 7
ï'e,sf Results: (Ccntinued)
Àti'Í'M
C' 9360
ficctlon 5.3 - Conr¡rrcssive litrengfh
.Snnlole üimcnsÍons
Àr'e¿
Height
(in)
(int)
fiample
Numbcr
P*ak
Pcrfarmanüe
CrilcrÍ* Met
Loud
(lbr)
I
2.32
¡
4.-5q
126,0û0
8600
Yris
,
2.3?
M.sq
139,000
9sû0
Yes
3
2.32
t4.6',1
137,000
93üt)
Yes
Av*rage
2.32
14,6î,
134,000
9200
Yes
.fw Crntp'essiv+
7"lv
is
r1torlul
tu lhp m,un:st I0Û psì.
i\S'fM C 93ö, Scction
Saru¡rlr
Nunrbcr
Cycles
Complettd
1
,
25
3
Avrrage
lllrus
1-<¡.r'.r
?
25
$.5 * Nreezc*'l'h¡rrv
$ample
üvcn Dry
Dimeusions
Mass Loss
Mass
Loss
{m})
lg)
lslml)'
û.G19
0.378
t9.q
0.019
0.4n6
25.(,i
0.019
ù.5q4
3t,3
0.0r9
9,486
25.ó
thlcnninaû ryton c'onrpletiou rrt è5 l;ratuúl'hatt cj-t:les
as
Pcrfsrmance
Criteria
il{ct
2
Yerr
per ÁS'l'!ll C llt4i-ûtt,
C 93ö, $ecfion 5.6 / ASTM C 4t8 - ¡\brnslon Resistnnce
^"STM
Snmple
N*mber
t
'llcst
Cavitv
I
2
I
z
.,
Âvcrage
tlean Clyitv
Volumc {crnJ)
0.6415
0.5979
0,só67
¡\brasion
Cocfliclent
'T'ltirkntss
l,oss (rnm)
Pcrfor$¡rtüûo
0.0q95
0.0927
<1.û
<1.û
Ycs
Ycs
Criteila Mc*
1crn.l/cm¿¡
0.û87{)
<1.CI
Ycs
14
ü.0948
<í1.0
Ycs
ü.ú044
û.ß93?
<l.B
Yes
0.ól
Ð2 I 47,0?- f 06-3 t
Àrchitecturål Te$ting
Pagc 5 ttf 7
'l'csf llesults; (ConlÌrrued)
ASI'M C
1028
Dry Valuc
flhs)
'l'rial
Samplc
Numbc¡'
Co¡ttraI
$ta*dard
Cnlibrntion
I
- Stafic Cor¡ffirirnf of Friçtir¡n
Coutrol
Brick
t
36
27
JO
26
3
4
35
25
24
J8
.:
50
2
3
4$
sû
49
46
48
I
3
t
t
49
3
48
r45
x
43
43
42
42
44
4,
44
44
42
42
46
4
0,
llrick
43
44
47
4{)
45
4
Tot¿rl
l'resllS)
St*ndnrcl
2
z
3
(l lts)
Prest(O
4
2
W*rl Value
t02
5'11
l6
514
û.02
Coefficienf of lrriction
l.ßfi
iF)
0.8$
ÀSTM C I3?8 - St*in Rusistance
fiamplr
St¡in
Nurnh¿r
'Hre¿rtment
t
2
3
4
5
6
Krtchun
J\lust¡rd
Sample Affoctcd
(S(ain Obsrrvetl forf'Clenning Procetlure) I
/\
Ë
C
Yes
Yss
Yes
Yes
No
Yes
Yes {faìnt)
Ycs {fnint)
Yes
C'ola
Ycs
Coffec
Iled Winc
${otor Oil
Yes
A xun¡tte is
Yes
Ycs
Y*s
Ycs
Ycs
D
Ðcpth of
StaÍr
(in)
No
û.û5
Ycs tfaint)
0.05
0.ü5
No
No
CI.05
No
No
0.05
Ycs
Ycs
CI.05
de/ìned os "rllfectwl" h7'
aJ'su(brc ,rrûir, tqreu t'isual cvaluutiou âÍ o
2Jcttt, lJ'tro t-ut{øce.rlr¡l¡l !r ttblzrvcd upott t¡vuluuliutt, tht wmple is constûen¡d lt¡ Ûta "not u.flt:çled",
A
4-
92147.02-106-31
Fagc 6 of7
Architectural Testing
Daia slrccts, rcpl'er*:nittivc urnples ol'fcst spr:cirtrclrsn a üopy o{'this tcst repuli will be letailled
by Architectural 'festing, hic, f<lr a pcrir:cl of f'our ycam fiom tlie original tcs( dtìtc. At titc end of
tllis ¡¡:tcntion psriod such nrrtcl'iRls shall be disca*decl',vithout lìotise and the *ervice life of this
report by Atrhitectural 'l'esling r,vill oxpire, Results obtainsd flre tosfed values oud wet.s seoursd
using the design*ted te$t methûds. This rcpcrt does not oonstitufe ce$ificaçiûn of :his pro<luct
Iror äl¡ opír:ion or cqdursemcnl by tlris labanrtory. lt is ttrc cxclusivc propcrty of thc cìir:r¡t sir
narnccl hrroin and rclrtcs only tr: thc spc*imi:ns Tcslc¿l. 'fhis rcpnrt lluy not bc n:ptoduccd,
rixcÐpt in fi¡ll, witho*f fhc wrillcn ap¡rnrvaT <lf Archilscturnl 'l'csting, ltrc.
1¡or ¡\ RCI I l'
l'ilC'
ltj
ll
A
L' l'l iS'!" I NG, I NCl.:
lla¡tnan
Scolt D, Scallorn -'T'cchnicinn I
Com¡:onerrts / M aierials'lcstirig
Cmy tlnrnunn, P,li. - ilirector
Components / Matcrials 'l'csting
äDS:sddnlh
(pages) 'l'his rcporl is oornplclc unly rvlrcn atl a{t*chrncrtls lìsle¡l rrc ittclurlcd.
Appcndìx A - Phu(ogmphs (?)
Àttacluncnts
3å
\,ì\3
+
r 05
EJ'ËE
@
Ra,o$"o,..Ì
SNAP EDGE
Components
I'
2
4
The Snap Edge Advantage
.
Engineened
to
6
5
pnovide a stnong, easy
3
concnete/claY Pavens'
.
One single unit can be used to fonm
straight or nadius Installations'
.
Convenient tongue and gnoove
connection sPeeds installation.
.
Speeds radius installations due to its
unique "SniP and Flex" feature.
.
Unique design allows the tightest
nadius in the industnY'
.
SNAP EDGE
CrosE Sectlon
4
to install edge.restraint fon
.1.
ti
1. Restraining Bnace
5. Stacking Peg
2. Connecton [Male]
6. Spike Boss
3. Back Tie [cut to flex edging]
7. Connecton (Femalel
4. Open to allow for root
gnowuh
4
6
1
2975',
3
Full depth backfill gives the tunf a solid
place to anchon so as to increase the
strength of the system.
. I'
length transports easily in the back
of a pickup ruck.
.
lnventory costs and shontages ane
minimized as only one piece is nequired
Typical
7
Gross Section
1.
4.Turf
Snap Edge
2. Spike
3. Soil
5O
1o")
5. Sand Jointed Pavers
6. Sand Setting Coarse
7. Aggregate Base
8. Compacted Subgrade
lnstallation Guidelines
. Excavate and install gnavel base at least 6" past the penimeter of the actual paved area'
. consult your paving stone supplier on soils engineer to determine the proper base depth for the particular
installation.
unifonm edge along entine length'
snap all pieces together at tongue and gnoove connection to form a strong
outside radius'
Snip flex connector wìth diagonal cuttens to allow fon inside or
fon walks/patios, one spike
snap Edge down on top of compacted and graded base. one spike every two feet
.
.
. spike
.
.
every foot fon drivewaYs.
3/4" '
Scneed sand fnom the top of Snap Edge using a 2" x 4" notched out'
The full depth backfill allows the roots to
Backfill the entine perimeter with topsoil and then seed on sod as nonmal.
help anchor the edging in Place.
Distrihuted
ÉsttrE
CORPORATION
www.snapedgeusa.com
email: info@snaPedgeusa.com
bY:
PEMBROKE STONE MART
802 W. Pembroke Avenue
Hampton, Virginia 23669
723-8895
(757)722-2691
FaxQ
STO
FORALLYOUR
NEEDSI
Snap Edge Corporatron
Page 1
û
:IITÜ
¡
ÜTII
3âtq\3
-+
Ð.o5
ofl
INJECTION MOLDED PLASTIC EDGE RESTRAINT
FOR GONCRETE'CLAY PAVERS
UNIQUE ONE PIECE DESIGN ALLOWS FOR
BOTH_STRAIGHT AND RAD]US EDGES
3
llsm-e-lBack-tp-Lngla-lle"tio-n--s-p-e-c-lf ic-atio-n-s_
Nail Specifications
o
Nails (1) shall be standard headed, steel, 3/8" diameter
"Landscape Spikes".
o
Nail
be 12" to24"
¡
ects immediately backfilled
with 18" or24"
Commercial
A.
B.
c
D
10, 9q
þinches long. These nails are commonly referred to as
with the
12" aparl is preferred to
8" long nails
B
byfr
lon
nails with 18"
or
24"
ll depth) (2) with a complete root producing foliage such as grass (3) will be
when the roots are entwined with the
ications:
Paving stabili$ is a function of nail spacing and base stability. The strongest edging is useless if it is free to
move laterally. Therefore:
Commercial projects shall have a full depth compacted base (5)that extends 12" beyond (6) the edging nail
hole center line.
Sod or grass backfilled (full depth) commercial projects may have a maximum nail spacing of 18". Other
backfills require 12" nail spacing. Backfill must be full depth (2) (i.e.: from base to top of pavers),
For commercial pedestrian walkways (sidewalks) only: nail spacing may be 24" with full depth grass or sod
backfill.
pavers
full de
backfill
(2)
ail hole center line
'
comnacted base
(5)
(1)
Notes:
b ase
denth
exlention
(6)
(A)Under no circumstances is it permissible to install edging (4)on paver bedding sand (7).
(B) ln all cases the edging (4) must be covered completely with backfill (2), and/or grass (3), etc.
http //www. snapedgeusa.com/nailspecs.htm
:
ail
t21t512004
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3&
A
Povro- B"¿A '^3
AGGR GATE
rËu3rilE!¡
Mafarial (ìa ifiealinn
Hickory Hill Sand & Gravel
4315 Sears Country Road
Ark, VA 23003
(804) 693-2280
Concrete Sand
Matêrial Descript¡on
SG,CONCRETE SAND,#4-#2OO,W
This material meels the requirements for
ASTM C33.
Sieve Analysis
Sieve Sizes
inches
Results
Specifications
metric
% Passing
3t8
9.5 mm
100o/o
#4
#8
#16
#30
#50
4.75 mm
2.36 mm
100Y0
99o/o
95-100%
97o/o
1.18 mm
80-'1000/0
85Yo
50-85%
45o/o
25-60%
7o/o
#1 00
150 p
5-30o/o
.4o/o
0-100/
600
300
¡r
¡r
ASTM C33
Physical Properties
Desígnation
Test
c 136
Finus Modulus
2-72
c128
Bulk Specific Gravity
2 613
c128
c128
Bulk Specific Gravity (SSD)
2.618
Apparent Specific Gravity
Absorption o/o
2.624
Unit Weight (dry loose)
93
Un¡t We¡ght (dry rodded)
100
Designation
Test
Result
ASTM C33
c117
Material Finer than #200
.2o/o
3.0%
c8B
Sulfate Soundness (sodium)
o/o
c88
Sulfate Soundness (magnesium)
4.5%
C128
c29
c29
Deleterious
Result
2.3
- 3.1
.2
Su bsta nces
Specificatíon
10%
15o/o
c1 31
LA Abrasion s1%"
50%
c535
LA Abrasion >l %"
50o/o
c142
c123
Clay Lumps and Friable Particles
0o/o
3.00/o
Coal and Lignite
0o/o
0.5o/o
c40
Organ¡c lmpur¡ties
Color Plate #1
Designation
Test
Resu It
D2419
Sand Equivalency
96
c1252
Uncompacted Vold Content
48
Other Tests
CERTIFIED
74-4ñl*
Technical Services
Departuìent
January 2013
3e\{13
.é\"
rF
FHu"n }-^F,
p. 04
\\
AGGREGATE
ilrûlEtffi
Masonry Sand
Hickory Hill Sand & Gravel
Mater¡al DescrlPt¡on
4315 Sears Country Road
SG,MASONRY SAND,#8-O,W
Ark, VA 23003
(804) 693-2280
This material meets the requirements
forASTM C1.14'
Sieve AnalYsis
. Sieve Sizes
metric
inches
4.75mm
#
#8
#16
#30
#50
#100
Specifications
Results
ASTM C144
% Passing
n
10}o/o
2.36 mm
1.18 mm
600 p
300 ¡t
150 p
lÙOo/o
99%
95-100%
960/o
7C-10}o/o
58%
13o/o
40-75%
i0-35Yo
3%
2-15o/o
Physical ProPeÉies
Designation
c136
c'\28
c128
c128
c128
c29
c29
Test
Result
Finus Modulus
2.31
Bulk Specific GravitY
Bulk Specifìc GravitY (SSD)
2.613
Apparent SPecific GravitY
Absorption %
2.624
2.618
2Yo
Unit Weight (dry loose)
93
Unit Weight (dry rodded)
100
Test
Result
ASTM C144
Material Finer than #200
Sulfate Soundness (sodium)
2o/o
5.0%
Sulfate Soundness (magnesium)
Clay Lumps and Friable Particles
4.5%
15Yo
Oo/o
1.0%
Lightweight Particles (SpGr 2.a0)
lVo
0.5%
Organic lmPurities
Organic Plate #1
Test
Result
Deleterious Substances
Designation
c117
c88
c88
c142
c142
c40
Specification
Other Tests
Designation
10%
CERTIFIED
7#,/,fi72'
Technical Services
Depaftment
Jantary 2012
pR-
I
{^tsv:r*o,ø- a<rL ga V€À/:
arö .lnJ
DIVISION 4
fVnnsoru tVIx
Pn,o.o¡erNo.'l'[3,6
Masonry Mofaring
04 05 13
PRODUCT DESCRIPTION
QUlXnEtEo Mason Mix is a contractor grade moilar mix designed for laying brick,
concrete masonry units and stone,
n^rür'x
frr.ttu
--.&
PRODUCT USE
QUIKRETEo Mason Mix is a contractor grade mortar mix designed for
laying brick, concrete masonry units and stone, QUIKRETEo Mason
Mix is a pre-blended, sanded product. the standard formulation
meets ASTM C 270 and C 1714 as Type S mortar. Other types are
available by special request.
coLoRs
QUIKRETEo Mason Mix is available in gray and additional colors by
special order, Color can also be added to the product as it is mixed by
adding QUIKRETEo Stucco and Mortar Color (#1319) to the mixing
water. Twenty standard colors are available.
MIXING
. For each 80 lb (36,3 kg) bag, add 9 pt (4.3 L) of fresh water to mixer
. Tum the mixer on and begin adding bags of Mason Mix
. lf the material becomes too difficult to mix, add additional water until
a workable mix of trowelable consistency is obtained
Note - Final water content should be 9 - 14 pt (4.3 - 6,6 L) for each 80
lb (36,3 kg) bag and 7 - 10 pt (3.3 - 4,7 L)for each 60 lb (27,2 kg)
bag,
. OUIKRETE@ Mason Mix , 60lb (27 ,2 kg) bags
INSTALLATION
. Apply a full bed of mortar onto the base, approximately 112' - 314
(12.7 - 19.1mm)thick
. Push downward into the mortar bed and sideways against the
. 80 lb (36.3 kg) bags
YIELD
. Each 80 lb (36.3 kg) bag of QUIKRETEo Mason Mix will lay up to
37
standard bricks or 13 standard (8' x 8" x 16" [200 mm x 200 mm x
400 mml) blocks.
TECHNICAL DATA
APPLICABLE STANDARDS
ASTM lnternational
. ASTM C 270 Specification for Mortar for Unit Masonry
. ASTM C 387 Specification for Packaged, Dry, Combined Materials
for Mortar and Concrete
. ASTM C 1714 Specification for Preblended Dry Mortar Mix for Unit
Masonry
PHYSICAL/CHEMICAL PROPERTIES
QUIKRËTEo Mason Mix meets or exceeds the property requirements
ofASTM C 270, ASTM C 387 and ASTM C 17141or the type
selected, Refer to Appendix Xl of ASTM C270 for guidance in
selecting the proper mortar type, See Table 1.
previously laid block with a siight twisting motion
. Toolthe mortar joints when.they become thumbprint hard, This will
make the mortar joint watenight and provide a neat appearance
Hydraulic Cement- Lime Mortars or Cement Mortars
Type
M
s
N
0
Surfaces to receive Mason Mix should be clean and free of dirt, loose
debris, grease, oil, etc,, for the best possible bond.
Compressive
(MPa)
2)
1800 (12.4)
750 (5.2)
350 (2.4)
Water Retention
Minimum %
Air content
Maximum %
75
12
75
12
75
141
75
141
Masonry Cement Mortars
Type
Minimum
Compræsive
N
psi(MPa)
(17,2)
1800 (12 4)
750 (5 2)
0
350
M
ù
Strenglh,
2500
Water Retention
Minimum %
Air content
Maximum %
75
75
18
75
202
18
75
202
content
z
INSTALLATION
SURFACE PREPARATION
Minimum
Strength, psi
2500 (17
When structural reinforcement is included, the maximum air content shall be 18%
CURING
Curing of masonry mortars is required only if conditions are very hot,
dry or windy, ln such cases, a gentle mist of water applied to the
surface will prevent premature drying and improve the strength of the
mortar.
PRECAUTIONS
Variations in mix water amount, mix time, curing conditions and
finishing will cause color variations.
intended. Liability under this wananty is limited to the replacement of
its product (as purchased) found to be defective, or at the shipping
companies' option, to refund the purchase priæ, ln the event of a
claim under this waranty, notice must be given to The QUIKRETE@
Companies in writing, This limited wananty is issued and accepted in
lieu of all other express warranties and expressly excludes liability for
consequential damages.
WARRANÏY
The QUIKRETEo Companies warrant this product to be of
merchantable quality when used or applied in accordance with the
instructions herein. The product is not wananted as suitable for any
purpose or use other than the general purpose for which
'
it
The QUIKRETE@ Companies
0ne Securitiæ Centre
3490 Piedmont Rd., NE, Suite 1300; Atlanta, GA 30305
(404) 634-9100 . Fax: (404) 842-1425
is
Refet to www,quikrcte,com for the nost cwrent technical data, MSDS, and guide spec¡licat¡ons