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<br />"'TWINING
<br />Task
<br />Ce .}ref= Tama (Field Made Sr emt'n s"
<br />Code
<br />Cortfinu=ci-0ert
<br />4005
<br />FTexur3l Toughness (ASTM C1609. Funnerly
<br />a d47'0
<br />ASTk-C1E318)
<br />40007
<br />Flexure! Toughness (ASTM C 1550)
<br />5 ., - Co
<br />40006
<br />Double Punch Strenafh of Fiber Reinforced ✓c:r:crero
<br />S 525.G0
<br />4r10C3
<br />CesEncienl,or Thermal E.Pansiun o' GonCr-_ri
<br />5 6.30-W
<br />fCRD 39, HAS1170 T336)
<br />40012
<br />rt, k Declincal Resistivity iASPR C 1870)
<br />'a 125. vt1
<br />Task
<br />Cede
<br />Concrete Specimen Preparation
<br />Rate
<br />20151.
<br />Saivinu of Specimens (Each)
<br />S 42. 0
<br />20157
<br />Caring of Saac€miens to Lab (Lai
<br />5 42.00
<br />20159
<br />Gdoding of CmnGreic BeT ov S000 psi - nglh (Earl:)
<br />S 63.=00
<br />20160
<br />[grinding of Cnnctete 6000 psi Strength and Acaze ,Ear_-h}
<br />a 9a. k0
<br />Task
<br />Laboratory Trial Batch: Concrete. Cement
<br />Code
<br />and Mortar
<br />Rate
<br />8621n
<br />arrprzssion Test 4"x8" Cylinders Made and Tesl�d in
<br />_ 52 50
<br />Laboratory (ASTM C192, C35;
<br />S -
<br />50217
<br />Compression Test 6'x12-;yiinders TRd and esed in
<br />$ 5: GO
<br />Laboratory (AS Ttrl C192.. C35)
<br />e -
<br />30219
<br />6 x tT' x 1.E" .=lexural Beams Mace and Tested in.
<br />g 10 00
<br />Laboratory (ASTER C142. C78t
<br />t -
<br />30223
<br />Sliiii Tonsil, Strength Lyii,der. Made and Te.=1ed
<br />S 12=3.75
<br />in Laboratory tAS:T€v1 C192, r 49E1
<br />30Z2.5
<br />Modulus of Elasticity Test Cylinders blade and Tested n.
<br />$ 299-25
<br />-
<br />Laboratory, (ASTM C192, `;469)
<br />S
<br />30227
<br />Density of Structural Lighhs,sight Canute spade in the
<br />s ' 10,25.
<br />Laburatarr. Equilibrium or Oven Dry Method iASTsi C1,67,
<br />x ..
<br />,0237
<br />Bulk Electrical Resistivity (AST C, 576t
<br />S 147
<br />30201
<br />Laboratory Trial Batch (ASTM C,91 Procedure Perfarmancei
<br />_ 5 S ; 25
<br />30203
<br />Conciate Mixture Design to- airccnsr,rcttbn Evalua_ an and
<br />e. 232-50
<br />Backup Data Davelopr, ent
<br />3.
<br />30205
<br />Drying Shrinkiace Up to 28Three ,a" x 3v.
<br />525.-00
<br />4` a 4" 6ar3, Fate RA d';:ny , ) 261= y Daya
<br />5 -
<br />€_AS:TM C.157)
<br />3 -
<br />3423ri
<br />Additional Reeding, Par Set of T it e Bars
<br />S 47.25
<br />10231
<br />Storage oxer Nins . l901 'la`s.. Per Set . f
<br />S 31.50
<br />T:nree Sa€< Per Month
<br />S -
<br />302L1<
<br />Selling Time iUp kr 1 Hour (AS7`M €,;4.73)
<br />S li3900
<br />30209
<br />Bleeding (A,S T?at C232)
<br />5 157.50
<br />30229
<br />Concrete Restrained Expansion iA.S T M EVE)
<br />5 630 00
<br />30211
<br />Via. Make and Teat Mahar orG,.eut Suet e _,r-
<br />33 5_1 50
<br />Compressive Strength: Set of 6 ASTM r 978t
<br />-
<br />20263
<br />Ivan -Shrimp Grout, ,H igh=_ha,:ge alfeer Final
<br />5 577.5n
<br />Set (ASTM iC1090i
<br />5 -
<br />20265
<br />Yrn.-Shrink Cr ut. H -Ol change at EAtiv
<br />S 8AI) ten
<br />Age (ASTM C8271
<br />5 -
<br />30232
<br />Cracking Resistance, Sit of Three Rings,
<br />e ,:`'S =n1Q
<br />Laboratory Trial Batehing, Test Until Cracking or
<br />S -
<br />up to 28 Days (ASTM 1581)
<br />3 -
<br />3C233
<br />Evaluation of Pm -Packaged Masonry Merla=.
<br />S 1 20-1 5n,
<br />(ASTt, C270)
<br />S -.
<br />30234
<br />Creep eASIIIA C5.12) i0ne_ Age of Load ng, i2 Months
<br />S 8,400,00
<br />Duration of Testing;
<br />Task Chemical Analysis and Perroaraphic
<br />Clod_ Examination of C ncrele
<br />80123
<br />Chemical ,analysis for Acid Salubte Chlorides
<br />a 15225
<br />(ASTIR C1152) (includes sample preps
<br />8012E
<br />Chemical Analysis for :4'afer Soluble Cher iac
<br />5 178
<br />(ASTM C1218) t,nciude5 sample Prep,
<br />80193
<br />Chloride Diffusion CoisrcEcient of Cemerif thous
<br />5 2, 730-00
<br />t.,tralufaa by Bulk Diffusion (ASTM C155�6)
<br />90129
<br />Petrographic.-xarninalion of Hardened Concrete, Lai
<br />(ASTV- 856i iComprehansive`=
<br />Each. One Sample
<br />S 2-S<W In
<br />Each Two or More Samples
<br />S 2.205.30
<br />Task
<br />Code Physical and Chemical Analysis of Cement Rate
<br />Se%95 Physical Testing and Chemical Anetyss of oriand 'S 1,365. 00
<br />Cement per Standard Requirements (ASTIR C15=0)
<br />Elf 0G Che`nical Ana Isis of Portland Cemem per 5 708.75
<br />Standard ReT it ,Bents (ASTM C.50)
<br />K103 Physical Testing of Portland Cement Per S 73S 75
<br />Slagdard Regtluenerzts (.S ,. Clnlln
<br />Task
<br />Code
<br />Ph-s cal and Chemical Aralasis of Carrient- Con,ir; ed
<br />Rate
<br />SCIU
<br />Physical T asting of Tl pe K cement, r"I'nar
<br />s ?d.2 '
<br />Expansion biSTM CROS)
<br />90106
<br />Partial analysis or SpeiafPhysical Tests
<br />=C.ucmitar
<br />3t`.110
<br />Suifalea Res..taace of Hydraulic
<br />3 2,315-C.o
<br />Cement tAS Fr C.1012) 6 months
<br />8.111
<br />Sulfates Resistance of hydraulic
<br />S 3-137.€'••t1
<br />ement,AS-1C'nf2;-.12months
<br />Task
<br />Code
<br />Physical and Chemical ,Aria ysis of Fly Ash
<br />Rate
<br />a -140
<br />Chemical. Analysis of Fly Ash Per
<br />5 7;08.75
<br />Standard Requirements;AST"A C-613",
<br />Physical Tes inia of Fly Ash per Standard Requiremerds
<br />3 7f33.75
<br />(AST, M Cula)
<br />8CU6
<br />Partial Analysis or Strecs(c Physical -rests
<br />.Quo atien
<br />30147
<br />Chemicai Analysis and Physical Testing of Fly Ash per
<br />5, 1.365.00
<br />Standard Rana..r=rnents (ASTM C161 +i
<br />Task Physical Testing -& Chemical Admixtures for
<br />coca Concrete Rate
<br />80', 915, Ova tcauog of Armo-Atuie per<a.STtt C494 Due€ation
<br />Task
<br />Cede
<br />:oils and Aingregate Tests
<br />Rate.
<br />3j,'C,3F
<br />cars son LA Retoo, i,ASTIA C 1311 -._-
<br />5
<br />210.00
<br />'10i
<br />Abrasion. LA Ra R_r (ASTM C535)
<br />S
<br />2 _0 jig
<br />7In 301
<br />Af€are-arg Lim Plasticity lnd-1-ASTty° C4313. CT 9204t
<br />3
<br />168.'U0
<br />7030.2
<br />California bearing Ra,is Excluding Max murn Jensiiy
<br />S
<br />577 a0
<br />(,AST",, I313337: Soil
<br />7031'4
<br />California Bearing Ratu, Excluding t.lac riu., Density
<br />5
<br />6rs2,50
<br />_ASTtA D13831 - emenf-Tmalad Soil
<br />, v.344
<br />CarnlCr'€-Tred edl Sc i€13.352 Mix Design , c:.> N innie vial
<br />3
<br />._' 5-'vi
<br />izemaro comen,3 .. to three un-crrrneg ., _�,. Strang-,,
<br />spennens per cement content
<br />7. 0304
<br />Chierrf_ and Suilai= 'Orten! jCT 417 CTM 42-2:
<br />5
<br />23.75
<br />3040,
<br />Clay Lumps and Friable Parades (ASTM C142)
<br />5
<br />21900
<br />30321
<br />Cleanness V3!ue. 1"x#4 1CTM 227%
<br />S
<br />i83.75
<br />30322
<br />Cleanness Value 1 5" X - a yCTM 22 `
<br />3
<br />288- 755
<br />0393
<br />Collapse Paton iavlodex lASTIII 0533s;
<br />5
<br />23.0" 25
<br />=Esau
<br />Compressive Sherwin of %,r-ik.ed acii-Cer' Ent
<br />3
<br />110.25
<br />Cylinders (.ASTM DS6.33?
<br />7r31
<br />Consolidation TasL Full Cycle lASTM 2435. CTIA 2`19)
<br />_
<br />204 75
<br />70311
<br />Consolidation Test, 'C.m e Rave net Load inra ament
<br />5
<br />V,--
<br />(ASTM D2435 CTM 219t
<br />70313
<br />Cormse ly Series- Sulfate xl, pH. Res sr=.vity
<br />S
<br />257.25
<br />(CTM d43, 417. and 422)
<br />70-15
<br />Gnashed/Fractured ParTid- (AST?A 05321, 4, =C TM 2r5
<br />S
<br />183.75
<br />.r.r..0i,
<br />slot Shear Test' Remolded andler ReeDua'.
<br />5
<br />257.25
<br />(AS 11 D3-3.3u?
<br />`0318
<br />Dried Shear Test- di dislruou d - Stu. iLGj (Ala i r3 C3r7A=yt.
<br />3
<br />236.25
<br />C=a21
<br />Direct=_,hear Test Jruss; aced-;ast,CUj AS70 D34601
<br />S
<br />20a,75
<br />1i0318
<br />Durability Index: Per ;'a+efnca-A B,C or
<br />S
<br />?20-50
<br />(AST0 D374 . C170 "29t
<br />'0325
<br />Expansion Index fASTkI'T 8-79, UBr. 18-2
<br />S
<br />1%8. So
<br />5004
<br />Fl.fe Aagnegaia H.ngu?ar
<br />a
<br />r. g9 50
<br />fASTMC1252.C-RA 234, AASH.CT3041
<br />.ntiCF
<br />Fa, and E-lon a ed Pa -lice (AS71A 1C4791 #
<br />S
<br />252.00
<br />30 0r.S
<br />ref -r Ek'ngated Parrc TM.4-91 t
<br />S
<br />7i2`u.5:0
<br />=033'.
<br />Mai . Dees y:.':ethods NBEC
<br />a
<br />199 =_.0
<br />{ASTM D155EB& C Ticd 216)
<br />03 —;2
<br />klacmum Check nt {AST', 01557, Dag&)
<br />S
<br />6825
<br />33
<br />%is,* mum Deis li -t,ii;-:T0 G [ to it3eu[
<br />S
<br />704 75
<br />A HTO T-180-1
<br />'0336
<br />tla tunum €Ices Ditnsitf: Vibratory Table lAS77g D4253t
<br />S
<br />352.25
<br />,0337
<br />Mosture CanlentfAS-MID221a, CTF4226').
<br />S
<br />26.25
<br />703-39
<br />Moisture and Century Ring Sample (AST;9 13229371
<br />$
<br />31 30
<br />70341
<br />Minstr. and G>nsity, Shelby Tube Sample
<br />S
<br />42.,0.3
<br />(ASTM D293 )
<br />70340
<br />10couore-Density Relations of Sall -Cement
<br />S
<br />29s.7.y
<br />:°lfs-iurzs Dream xed in the Fuld ASTNI r558i
<br />70342
<br />Finis€ore-Density Relat'ions of San -Cur- nt MEX!Ur_s
<br />S
<br />387.50
<br />Mixed in the Lab IASTM 0558)
<br />30401
<br />Orcanic Impur€[ es 1_ASTtv1 C40, Ofil 7_131
<br />S
<br />94 5070343
<br />Permeabilily ,ASTER D5084)
<br />iuo It -co
<br />80001
<br />FalentiaE R.eacrw c ChEm cat'.." -thud (ST'v1 °C289 -
<br />S
<br />6418.25
<br />Disc g .finued Methedi
<br />`-3g4
<br />Potential React. iv Muria- �_r Expansion Method
<br />S
<br />692.5.u'
<br />14 Coy E,,ni tASTM C12`30)
<br />
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