WPC L//е[#д[5琯[7fבXVjNM7@OArRVBvIif[sd-~T_pWK>H=τҺ&TaAo^3y̽K &c}>n`BAT}6H:9(u7wnx.D{p(*=uBf~% j㼛rQp] )2:o1IYbm[т(Wsa)'RQXL"`rjC`(S iv~#([M X/bRaS%[&N2h:.&Ǡ aXmcu)m}@ fP9|fK?BJ}t>"Ձ|- (9=@lAr)Ԑ-!suE3oٛTJ 7 VHL?3$Z# UN % 0fU:^  0 \ 0 c/w4 mN 72 0 1u 1 0l 0e: 0w 0 0 0@\\PC2\HP,,,,0(")  Z6Times New Roman Regular%(>$)&o9%)- AZ"Arial Regular . (4X$2PART  0  ڀ3  (;$2  A  .3  0  fu.:i+003|xUi)(Z3D$ !%s%%%&s%%%s  3#37=CIQYag1.a.i.(1)(a)(i)1)a) 0%9SpecPart 1 , 1.0, 2.0, 3.0, A., 1., a., 1)PART 1 1.02.03.0A.1.a.1)2:|$Part 32-   .3  0  (=X$23.  00  3  0  (Ou$0  2  A  .3  0(#(#(ca'$0  0(#(#2  0  .3  0(#(#(wv$0  0(#(#0(#(#2  a  .3  0 (#(#(k$0  0(#(#0(#(#0 (#(#2  0  )3  0 (# (# !%%%%&%%%  _ *%&@ ]*XۆX] _AsphaltEdge_:SHORTSPECIFICATION #]XXۆ#Ԉ  Placethefollowinginspecificationsectionthatwillbeusedforthemainpaverwork(forexample,Section  02740BituminousConcretePavement,oretc.).Thearchitecttoeditsize,thickness,length,andfinish 37 requiredfortheproject.Commentsshownin italics.    (%03 "X"  9% 4` pX9Xb2%PART  1  ڀ3    ݀GENERAL Xb݌ AE Ќ  " "   c2%  1  .  01  3  0    WARRANTY  c݌ (#(# Ќ  0  ActualarticlenumberwillbedeterminedbylocationwithinthePart1portionofspecification.[ _ (#(# "u"  u0  2%  A  .3  04(#(#  15yearlimitedmaterialwarrantyforasphaltrestraintedgingfrommanufacturingdefectsin    workmanshipormaterial.u ݌g k 4(#4(# Ќ  "X"  XJ2%PART  2  ڀ3    ݀PRODUCTS XJw݌   Ќ  " "   2%  2  .  01  3  0    ASPHALTRESTRAINTEDGING  @݌'+ (#(# Ќ  0  ActualarticlenumberwillbedeterminedbylocationwithinthePart2portionofspecification. (#(# "u"  u 0  2%  A  .3  04(#(#  Product:_PermaLoc_Ԁ_AsphaltEdge_,with0.210inch(5.33mm)thickexposedtoplipx1"(25 ;?  mm)[1-1/2"(38mm)][2"(51mm)][21/2"(64mm)][3"(76mm)][4"(102mm)]highx8feet   (2.44meters)long,extrudedaluminum,alloy6005,T5hardnessasmanufacturedby  _PermaLoc_ԀCorporation,HollandMI49424,telephone(800)3569660or(616)3999600. EI Horizontalbasetohaveupwardfacingangleprofiledesignedtointegraterestraintand  asphaltsurfacesforstraightlineandcurvilinearapplications.Sectionshallhaveholesinbase  spaced4inches(102mm)apartalongitslengthtoreceiveanchors.u ݌OS4(#4(# Ќ  "u"  u 0  2%  B  .3  04(#(#  ConnectionMethod:Sectionendsshallsplicetogetherwithhorizontal0.060inch(1.52mm)  thickx1inch(25mm)wide,or0.530inch(13.5mm)widefor1inch(25mm)highedgingx4  inches(102mm)longaluminumslidingconnector.u ݌Y]4(#4(# Ќ  "u"  u0  2%  C  .3  04(#(#  Anchors:3/8inchx10inches(9.5mmx254mm)brightspiralsteelspike,3/16inchx11/2   inches(4.8mmx38mm)orlonger_Ardox_Ԁconcretenail,ordrivepinfastenerequaltoHiltiDX  40powderactuatedpinor_Ramset_Ԁ_Trakfast_ԀAutomaticFasteningSystempin.u݌cg4(#4(# Ќ  "u"  u0  2%  D  .3  04(#(#  Finish:NaturalMillAluminumandBlack_DuraFlex_ԀPainted,AAMA2603,electrostatically   bakedonpaint.u5݌!4(#4(# Ќ  "X"  X2%PART  3  ڀ3    ݀EXECUTION X݌ # Ќ  0  EditorialComment(showninitalic):Thefollowinginformationforbasepreparationandinstallation $ shallbespecifiedinspecificationsectionforAsphaltPavementandisrecommendedonlyasa % generallyacceptedpavementinstallationmethod.Professionalassistanceshouldbesoughtwith 15& respecttothespecificationandconstructionofaspecificproject:'(#(# 0  04(#(#PreparationofBaseforAsphaltPavement:Removeexcesssoilsandunstablesubbase A E) materials.Compact_subgrade_Ԁto95%proctordensitytest. *4(#4(# 0  04(#(#AsphaltPavementBaseInstallation:Aroadgravelasrecommendedbyprojectengineer Q"U, meetingASTMstandardsforroadconstructionisideal.Largeraggregatewillmakesecure #- anchoringmoredifficult,causingunduetwisting,leaning,ormovement.#.4(#4(# 0  04(#(#AsphaltPavementInstallation:Shallbespecifiedasrecommendedbyprojectarchitector %!0 engineer.%!14(#4(# " "   72%  3  .  01  3  0    INSTALLATIONOFASPHALTRESTRAINTEDGING  7d݌!'%#3(#(# Ќ  0  ActualarticlenumberwillbedeterminedbylocationwithinthePart3portionofspecification.'#4(#(# "u"  u0  2%  A  .3  04(#(#  BaseInstallation:u݌5)9%64(#4(# Ќ  "a'"  a'0  04(#(#2%  1  .3  0` 4(#4(#  Extendbaseatleast6inches(152mm)beyondedgeofrestraintedging.a'݌)%7` (#` (# Ќ  "a'"  a'0  04(#(#2%  2  .3  0` 4(#4(#  Levelbasebeneathrestraintedging.a'+݌*&8` (#` (# Ќ  "u"  u0  2%  B  .3  04(#(#  EdgingInstallation:u@݌?+C'94(#4(# Ќ  "a'"  a'0  04(#(#2%  1  .3  0` 4(#4(#  Installedgingleaving3/8"(9.5mm)betweensectionsforexpansion.a'1݌+':` (#` (# Ќ  "a'"  a'9 0  04(#(#2%  2  .3  0` 4(#4(#  Drivespikesthroughedgingholesinbaseofasphaltrestraintedging(ordrivenails ,(; throughaluminumbasewhenusingpowderactuatedfasteningsystem)atspacesfor I-M)< followingapplications:[Editorialnote:Spacingdependsonage,hardness,depth,andtype -)= ofbasematerial(aggregate,asphalt,orconcrete),radiusbeingformed,anchoring .*> spacing,andlengthsofanchors.]a'9 f ݌W/[+?` (#` (# Ќ  "v"  v"0  04(#(#0` 4(#4(#2%  a  .3  0 ` (#` (#  Anchoreachsectionendwithanchor.v"##݌ (# (# Ќ  "v"  v$0  04(#(#0` 4(#4(#2%  b  .3  0 ` (#` (#  AggregateBase:Spiralsteelspikesat4inches(102mm)to12inches(305mm)on  center.v$L$݌X\ (# (# Ќ  "v"  v%0  04(#(#0` 4(#4(#2%  c  .3  0 ` (#` (#  SofterorThinnerAsphaltBase:3/8inchx10inches(9.5mmx254mm)spiralsteel   spikesat4inches(102mm)to12inches(305mm)oncenterspacing.v%%݌ (# (# Ќ  "v"  vB'0  04(#(#0` 4(#4(#2%  d  .3  0 ` (#` (#  Older,Harder,orThickerAsphaltBase:HiltiDXA41FullyAutomaticPowder bf ActuatedToolisdesirablewheresufficientholdcanbeobtained.Provide11/2  inches(38mm)to21/2inches(64mm)nailat4inches(102mm)to12inches(305  mm)oncenterspacingwithapplicablechargerecommended.vB'o'݌l p (# (# Ќ  "v"  v)0  04(#(#0` 4(#4(#2%  e  .3  0 ` (#` (#  ConcreteBase:HiltiDXA41FullyAutomaticPowderActuatedToolisdesirable    wheresufficientholdcanbeobtained.Provide3/4inches(19mm)to1inches(25    mm)nailat4inches(102mm)to12inches(305mm)oncenterspacingwith v z  applicablechargerecommended.Anchorintoouter1inch(25mm)ofbaseof $ (  restraintedgingandnotlessthan2inches(51mm)fromedgeofconcrete.v))݌   (# (# Ќ  "a'"  a',0  04(#(#2%  3  .3  0` 4(#4(#  Securelyconnectsectionsinaccordancewithmanufacturersinstructions.Provide   additionalanchorsatcloserspacingasnecessarytofirmlysecureedgingforpermanent .2  intendeduse.a',,݌ ` (#` (# Ќ  "u"  uW.0  2%  C  .3  04(#(#  PavementInstallation:uW..݌ 4(#4(# Ќ  "a'"  a'J/0  04(#(#2%  1  .3  0` 4(#4(#  Ifasphaltinstallationisoverrestraintedging,avoidexcessiveasphalttemperaturesto 8<  minimizealuminumexpansion.a'J/w/݌ ` (#` (# Ќ  "a'"  a'00  04(#(#2%  2  .3  0` 4(#4(#  Layasphaltpavementadjacenttoandapproximatelyinch(12.7mm)overtopof   restraintedging,dependingonexpectedcompactionresults.Then,compactfirstpass BF withdesiredequipmentwithin6inches(152mm)ofrestraintedging. Pinchrolltocreate  ahardjoint.Subsequentpassesmaybedirectlyagainstorovertopofedgingtoensure  completecompactionofasphaltpavement.a'00݌LP` (#` (# Ќ  "a'"  a'30  04(#(#2%  3  .3  0` 4(#4(#  Finishpavementshallbecompactedandlevelwith,butnottoexceed1/4inch(6.4mm)  abovetopofrestraintedging.a'33݌` (#` (# Ќ  "u"  u 50  2%  D  .3  04(#(#  Backfillsideofedgingonturfsideandcompactbackfillmaterialalongedgingtoprovidetopof VZ edgingatinch(13mm)abovefinishgradeonturfside.u 5:5݌4(#4(# Ќ  May1,2003