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"TWINING
<br />Task
<br />ii1ode
<br />Sails and Aggregate Tuts; Continued
<br />Reite
<br />70351.
<br />povi nt=ai io==Isiry monar Har Fxpa`5s.ci: Mattrod,
<br />5 94500
<br />d'sy Exposure °ASTNII C1250)
<br />,0.9i3
<br />P tenl•al Reactivity: Concrete R.I Exii-s4rin
<br />S 2 325..=
<br />s1 mh=od i.AS T NI C 12 r3), 12 month
<br />70399
<br />Potential Reactiyily Concrete Bar =xpanston
<br />5 3.0.45.Oit
<br />Method (ASTNI C1293), 24 manta
<br />- 0397
<br />P,atenttal Reactivity of.Augrega[e Comclnatiort, non-standard
<br />5 1 +053.€a)
<br />m_hod© ,4-Day Exposure. MonarafecAS7bf €C1567)
<br />r G3o'-
<br />Potential Raactwily of Aggregate 'C-gmbinalln!&, nor -standard
<br />S 1-102.50
<br />m znod, 26-Pay Exposure slortar lafar AST M Ci5671
<br />70345
<br />tiai;e: .Sol ,AS-isi 2844 CT€A 3011
<br />S 462.00
<br />70347
<br />P Jaime' Aggregate rase (AST€A 0234 C-I NI 301 i
<br />$ 514.50
<br />70349
<br />Sand E=uivaient (ASTM D2V 9, C ih1217)
<br />S 111.25
<br />70351
<br />¢ e a2Q0'lasth Only iASTM DI14C, CTM 252)
<br />5 54.Si3
<br />.0253
<br />Siena faith Hydrometer: 34" Graval to Clay (ASTM D422,
<br />_
<br />5 2E2. 50€
<br />D7928, CTIA 23)
<br />-C?55
<br />Sie.e with Hytdium.ier: San d t4 Ciay (AS T IA 0422,
<br />5 252.013
<br />D7928, CTM 203)
<br />710357
<br />5i_ve Analysis including Warn (AS VA C136 _°ki 202;
<br />S
<br />, C35o
<br />_qia,o Arialys,s t7111-1 SNash lASTfA L CV_ 7
<br />3. a D
<br />75.,6
<br />Sieve analys3e Sprit Sieve (AS rA Cl3t _. _-_
<br />e5_
<br />u361
<br />Sieve Analysis_ Vithoul Wash. With Ccl;'.lea
<br />S 24C 75
<br />,AS x1C1.35,CTM 2G2j
<br />L1353
<br />Soundness: Saloum or Magnesium Sulfaiie
<br />S 4=
<br />5 y t-s (ASTM D9£1i
<br />7065
<br />Specific Cifavity and .Absorption. Coame
<br />S CF vi_
<br />,ASTAi C12i C--TOA <8&1
<br />7T1267
<br />Sped`. Grauity and Absorption: Fine
<br />S '.73
<br />CA STAi C 128CTiri 2,37)
<br />74365
<br />Swell(£eltErnent Potential One Dimens.- =Y'r
<br />S `5,
<br />=ASTai 04546)
<br />0V 1
<br />Triaxiat
<br />_ _....-.
<br />70373
<br />—fined Camp err - ^ ASS -A D2 :,6 CTIM 221)
<br />30317
<br />)ant t.eignt Per _unic Foot ASTUA C2 OTN! L_
<br />� 13125
<br />30319
<br />'acids .d Aggr gale .:r't: o�p, -Sicczirc Gra,fty
<br />S 131 25
<br />A.ST;1 C29, = 2121.
<br />30411
<br />_.gnRseent Ps . :�e3 Crra ce. r . Two Sc u"O s _E-ASTM 02,
<br />5 430 5ir
<br />30_412
<br />agnisveight.cri2i.> Frii., ?,-.i rs.2 S. r.. , irr°yT - C 1 23)
<br />S 215-25
<br />Task
<br />Coda
<br />Asphalt Cure .e-..,=-
<br />Rate
<br />r5031
<br />HM.A Mixing a d . r cw—ab` =
<br />5 13.1 is.
<br />.5032
<br />HMA Mlxi.ng and Pregaralia, We Aggregal= . aa.. e ,
<br />5 133-75
<br />75032
<br />Bulk SpsecifiC Griir1 .g of Campa_ -j am= a Y.
<br />a 57.75
<br />Unre SSD (A N1, D2724, C I -A 3iBCs
<br />75035
<br />Bulk Specific Gr.yDTCraded Sams --`
<br />"a ad CID
<br />Core. Paniun Coated j S F.._ _38 a,-- CCTM 301
<br />75C40
<br />=-rnusion P.esidue. Evapor t i3 A=STM D244)
<br />S
<br />75G24
<br />Extraction % Bitumen i ASTAI. 06307..CTM 352?
<br />S 163 -
<br />9727
<br />_-tr t .on % Billimen and Gra6ainin
<br />S 2 5 5
<br />iAS i D5544. D6307.. CTM 202, 382'i
<br />-1;725
<br />=_xtracs.gn: °=5 84urr.en, Correction F3i=1-ar
<br />S u,..W
<br />f^SrM D630CTt1382)
<br />75}2L
<br />'Chemical Extraction AL bitumen and S= e Anarysis
<br />S 257 25
<br />;AS IM rI Method A or B .ASTM DE44A,.
<br />5042
<br />Lag Tested Maximum. Density : Hveem tomi
<br />e 225 __
<br />IAG i :a156f, D 1188, CTM 364..3G81
<br />. 5€,_.7
<br />Hveevi Stabilometer Test, Premix-d, 3 niqupees
<br />5 221 _5
<br />iA>s iii t]1584 D1551, CTM 304 3e6_
<br />75040
<br />L i3 _sad Maxinum Density: larshai=..
<br />y E257. 50
<br />3 briquetles fASTM D6326. D2. 26
<br />50.49
<br />1 ab `ested fvlax murn Density, Marshall
<br />s
<br />8 ascimen. 3 or _u=_t€es iASTht D.5581 D 27 vg,i
<br />eii.50
<br />Lag -ester i.'aximum Density: Superpar vra".cry
<br />$ 64-00
<br />Compacted Iquatte. SSD or queue
<br />AST^i 06925, D2726i
<br />75052
<br />Lag 7eslad Maximum Derl5tiY SotivItave Gvrelory
<br />5 9450
<br />Compacted 3r:queue. Paratiia i briweile
<br />,ASTIM Ct`35, D6925)
<br />75.751
<br />Maximum Theoretical Speclnc Grandy fR.ICE!
<br />a 153.<3G
<br />(,AS s` a1 C2C41, CTM 309)
<br />75765
<br />Marshall Slabs riy and Flo. Cori d Sample, each
<br />S 34.00
<br />E ST..' `=,1
<br />59
<br />tsars .e.l Stability and Flow- Premixed. 3 br que-deri
<br />S 241 .5E
<br />t STb, _E926.. C- 927)
<br />, y3
<br />SE,.*a f Stability and l ,.v Gyratory CornfinclE 1
<br />S 2:41 =C
<br />$ve_, , rn Pro i €,Xed. = b'Ecttleite5
<br />;A.0 M D5981- Lg4253
<br />Task
<br />-Cooile
<br />AsEhatt Concre..m TrasmCorutird,-d
<br />gate
<br />r51T7
<br />Marshall 'Stability and Flow 6 STs omerr, Frrsirdsd.
<br />S 241.53
<br />3 briquettes -ASTM 05581
<br />75,^63
<br />osiv._ Coulon! 'CTM 3701
<br />d 3g?6
<br />75005
<br />VNei Track =<6ras€on Nest 1ASTM D-391'j)
<br />S 17325
<br />7:s093
<br />hvtern rAx Design 'Excluding Aggregate_ Quality Tests)
<br />6.. 5.460 00
<br />75096
<br />.1wee-r I or D s in milt RAP sP-Ilding Aggregate
<br />> 5.045+70
<br />Qua ity Test. RAPCualiticabon)
<br />75009
<br />Ht__mMi. vesgn. •mIli Lime JExcfudln3,AggtegiiIE
<br />S 6.300.00
<br />Givaidy Teals)
<br />75094.
<br />Fiveen Mix D s gn Ca€trans Untreated Mix
<br />S 6 511.4E
<br />(Incdudi:3g Aggregate [Quality Test,;
<br />5095
<br />l4iieem Mix D saran Ca :fans ime Trea€ed;ilix
<br />5 7v80_C13
<br />in iuuai:,g Agglegare 'QLa1ih' Tests)
<br />7oIA4
<br />Marshall Mix Design (Bzel d ng Aggrega€e Quality Tests)
<br />S 5461,.:i0
<br />7513'-
<br />1a.shall Mix Design with RAP `lExcluding Aggregate
<br />S 5,927.25
<br />U ality Tas,�
<br />75090
<br />Mar h . lr,f-T :9 with Lime (Eye):1.53ng Aggregate
<br />S 'e.Si F_]ti
<br />_ SJf .3
<br />Oren C. de Con c Mm Design
<br />> ."5C r n
<br />S111 C7 --TM u65't
<br />5 1 Q--
<br />_gar=.:.x tExi u`A-=-u '= Dt_ality Tests)
<br />75112
<br />SjC�rI r. _ - �;v€h RAP
<br />a 1 i .76L' 0=0
<br />n ,h-r ie Q- _ahvv s=ol
<br />7i11:4
<br />Mix O_F.V. rxiiii Ru,,c-
<br />3 17.76C`.CC
<br />75115
<br />_a e1A_x O_sx;7, Mlin r.,d... e-.
<br />S 12 75.'7g
<br />7507 _5
<br />Eftzit of Mois � on _,t ina ,_` M _f-G Rra_iiillxed
<br />5 i k5c. On
<br />s :4t< .TM _
<br />5111
<br />. err4a a ,E= l . a_k Teri_ 20 r -: pa oe5.4 tirigueltes
<br />a '..155.00
<br />13i 4;i
<br />==739
<br />Tev _ Cod ".. _.. �niulsr a ..,.
<br />3 2.13.:30
<br />!AST.. O ._
<br />'351
<br />i13 s c i.;.3�ili}. .2�...;w4 r S _2 __
<br />is ace so
<br />7506H
<br />M-r€-� Stability, cry €.u,_Ovam5 LA >.. ,..
<br />5 a1_°0:,
<br />. 50.77
<br />old Reriyde . �c..a-1 M a Ossgn 2 c a .a_ ea=r �
<br />€ 1.i, .6.0,2
<br />3 emulsion
<br />T aSk
<br />Coda
<br />aricX P7asor= d Tests, ASTM U7
<br />Rate
<br />10301
<br />Modulus of Fl p[. . $x= fat - --.. ----
<br />S gu Zy
<br />20303
<br />Compression th
<br />5 e3. D
<br />20305
<br />Absorption :5 Hour,,r 24. ow,
<br />S 6825
<br />20.307
<br />Ads rptiou'Broil) 1. 21 or 5-1curs
<br />5
<br />2035=0
<br />iirai Rate of bsorpt,
<br />5 5', 75
<br />20711
<br />Efflorescence
<br />5 78 75
<br />2-0313
<br />Ccre5 'Compress'lon
<br />3 7350
<br />e __, . s,E _.-r ter, .Cores: 2 Faces
<br />S 99.75
<br />Code
<br />-
<br />.E.a-a.
<br />203-23
<br />-= y Density
<br />S 94 50
<br />262,50
<br />Ter
<br />Web ar=id Sh,_v as E __,
<br />5 52_50
<br />,_ z _...
<br />5 . 3.50
<br />TaSF
<br />Corte
<br />Ma _ms. " 1314
<br />gate
<br />20341
<br />.�ai-°i _s_.=t-. _7 _ m.,.[�_.'= t9zscny
<br />5 19e.50
<br />r'sms Sip -o 8" X 16"
<br />5 -
<br />i3343
<br />uoncressicn `est; �_omfaosiie Masonry
<br />S
<br />Prisms Largo hen 3- x 16
<br />5 ..
<br />20346
<br />?'sm Cord Modulus of Elasticity
<br />S
<br />20347
<br />P-'sm Cord Mcoulus of EIasi olv frith Tra aer=_2
<br />5 i=c8.25
<br />Strain "for dl]Sib---Ya'�it1.8 specimen)
<br />Tank
<br />Code
<br />Mortar and Grout
<br />Nato
<br />20331
<br />Compnassan 2'. " Monair Cylinders 1ASTIssi
<br />_Cass
<br />Compression. 3' x 3" x O Grug t+Prisms,
<br />J, 4203.
<br />rrcude8 T.=rrr q IASTPr 010191
<br />5 -
<br />_Ca55
<br />�o,rr.esar.n C€,©=c ,._As lbACIL19)
<br />5 5:.'S
<br />20357
<br />Compression Cares Incki,d__ Tr raring AS T',j C42.1
<br />5 78-75
<br />
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