SS9901-SP041201 Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Dec-1 -04 10:21AM; Page 3/19
VVM CI MI I/oIIIII WI P.1QIR,II P..
8505 Freeport Pkwy N. Ste ZOO
Irving,Texas 75063
Southern Star U.S.A.
{.�f�1<, i I i`E i i'J C. Tel: (972)621-0345
Fax:(417)489-1387
1 FORMAL MIX DESIGN FOR READY MIX CONCRETE 1
CONTRACTOR: Can.Fer Construction DATE: December 1,2004
PROJECT: Coppelb--Deforest&Sandy Lase Lift Steffan
MIX DESIGN#: 9315
SPECIFIC USE: Class B"
MIX SPECIEICATIQNS
STRENGTH: ,2000 psi SACK CONTENT: 4.00
SLUMP: 2.5"--4"
AIR CONTENT: OW-2.5%
WIC RATIO(GALJSACK) , 7;56
WIC RATIO(LBILB) OAT
MAX.TEMPERATURE: ACI 305R
CONCRETE MUST BE SAMPLED PER ASTM C-172.
TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C-31.
MATERIAL REQUIREMENTS
MAIM ASTM STANDARDS WEIGHTS
CEMENT ASTM C-150 TYPE I Al 376 LBS.CEMENT
FLY ASH ASTM C-618 TYPE 'C' 0 LBS. FLY ASH
COARSE AGGREGATE ASTM C -33 3/41' 0 LBS.C.A.
COARSE AGGREGATE ASTM C-33 140 LBS.C.A.
COARSE AGGREGATE ASTM C-33 —1.1727.- 0 LBS.C.A.
COARSE AGGREGATE ASTM C-33 GRAVEL 0 LBS.C.A.
COARSE AGGREGATE ASTM C-33 PEA G?AVEL 0 LBS.C.A.
FINE AGGREGATE ASTM C-33 SAND 1425 LBS.SAND
FINE AGGREGATE ASTM C-33 0 LBS.SAND
LIGHTWEIGHT AGGREGATE ASTM C-330 0 LBS.LT.WT.
ADMIXTURE ASTM C-494 TYPE A OR D 11.3 OZ.ADMIX.
ADMIXTURE ASTM C-494 TYPE AMID) 0 OZ.ADMIX.
ADMIXTURE ASTM C-260 F OF G (HIGH) 0 OZ.ADMIX.
ADMIXTURE ASTM C-260 ` 2.4 OZ.A.E.A.
WATER 252 LBS.WATER
PLEASE SEND THE TEST RESULTS FROM THIS PROJECT TO THE QUALITY CONTROL DEPARTMENT.
QUALITY CONTROL DEPARTMENT QUALITY CO OL
240 SINGLETON BLVD. /��F /
DALLAS,TEXAS 75212 i�r'- -,--
TEL:(214)651-8020 JIM ELLI1 TEL:(817)626-0600
FAX: (214)651-1810 FAX:(817)623$580
Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Dec-1 -04 10:22AM; Page 6/19
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Southern Star
Mix No.: 9315 Contractor various
Strength: 2000 Job: various
Agg. Size:1— Lab: various
Cement: 376 lb.
Fly Ash: lb.
Coarse Aggregate: 1 lb.
Coarse Aggregate: lb. Standard Deviation: 404
Fine Aggregate: Ib. Average Strength:
Fine Aggregate: lb. .
Admixture: 1_oz. ACI 5.3.2.1 Required average strength.
Admixture: �`oz. . (1) 2542 psi
AEA: oz. (2) 2442 psi
Water 252 lb.
28 Day 3 Consecut
gate Temp. Slumo 7:Dav 7 Day 28 Day 26 Day Average Average,
5/18/2004 90 3 3180 3160 3900 4120 4010
5/20/2004 85 5 2790 2790 3580 3520 3540
5/21/2004 89 4.5 2480 2460 3410 3470 34.40 3663
5/22/2004 88 4 1890 1890 2880 2530 2605 3195
5/26/2004 87 5 1730 1730 2600 2850 2725 2923
5/29/2004 89 4 2390 2390 3290 3190 3240 2857
6/2/2004 85 2 2660 2660 3400 3520 3460 3142
6/3/2004 91 3 1890 1890 3090 3130 3110 3270
6/5/2004 82 4 2260 2260 3390 3480 3435 3335
6/8/2004 81 3 2370 2370 3470 3190 3330 3292
6/12/2004 90 5 2850 2850 3670 3740 3705 3490
Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Dec-1 -04 10:22AM; Page 7/19
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ASR GROVE TEXAS L.P.
--- ASH SRQV
900 Oleo 1000 Meat 972-723.230t
Peet Mee Boa 528 Yam 972-2994127
Mldbthpuy Tm.WA
Clamant Type:1/11
Production Period: Utile 1,2044-August 31,2x81 Dan; SW/Ad
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Si'ANDARA REQUIREMENTS
ASTM C1S0-2a
CHEMICAL. PHYSICAL
• Sp.r Tort Spec.
Jt.a .Lima Moult teem Until 'fast 1lsrstl
810z(%) 20.0 mix 2023 Mr comsat of mortar(,vlem.%) 12 wax 7,5
Alo07(%) 6.0 mar 4.80 Mamma(coOlo)
8es03(54) 'b.0 mar 4.14 (Air perreee* ') 2800 loin 3b61
Ca0(%) . A AModara sapaadan(%) 0.80 max 0.01
M¢y(Y.) 6.0 mss 1.18
SO,(%) 3.0 Aux 2.64 Compressive Ortega(pr) Mm:
Lase em Ia1Hon(74) •3.Q max 0.78 1Pry A 1869
NyU(%) A 3 Days t740 3481
I40(x) A 7 Days 2760 4672
lsseluN.Rd. (7C) 0.15 mos 024 26 Days A
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Potentla(rnmpoomds(%) Tuna of sifting(miaage)
CoS A 60 (YkM)
C,S A 13 Imhld Nos lam 91
GrA 8 mat 6 don 43
C.AF . A nod Notmma 215
C AF4AC 4 ban 375
OPTIONAL REQUIREMENTS
AMTMC15O.2■Tables 2 and 4
CHEMICAL• PHYSICAL
• Spec. Test Spec,
Luem •Lima Result lam Limb Test Reedr
CrSS r Cy►(%) . A False isle(56) .4 4
Bpalralent Matto(%) • 0,50 035 Hest of!billings(10 Am)
A-Not applicable- 1ileys A A
B m Limit sou epoc(11od by pvrcbaser,trot rated:pm 144,4 for Ileac ofgydnrt(aa 00 111.1
mfoons4em atty. 28-Days A A
C-Tees to ul%fox this period not avai}eblo, •
Wu sett{fy lb.t dm above described MOO.mete time of ampeem meese the cb®c.i mad
physical mgv&ymara4 ofiboAS7M Ci50.02aor(other) speoi5os1io0.
Mammon
• Todd P.Hinton
• Tide: C}aeliky Coaerel Mau
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Ni�$Rrrr• no•••• •
a t d S h e G t . .
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A. TM
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WATER.REDt1GNG ADMIXTURE ASTM C 4• •
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Description : ishabiliy than plain or other admirdured cot
WRDA•with HYCOLIm odrnbdure is on ague}. WRDA with
a ' htgfier ous solution of complex organic cam per, . at of which is HYCOL,a Patented °t admdlted oacu e tf an cement hydration central agent,WRDA with ed cal en F
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HYCOL is a ready to use kw viscostly liquid The greater degree of plasticity achieved,
which is foam premixed 1n exact prcrpor compared with conventional waterreducing ..
lions to minimize handling,eliminate mistakes admix ores,allows improved hnishobrliy,
and gu rk, I gal weighs approodmotely
9.6 Fos(1 I.weighs 1.15 191.VVRDA with : Hydradian Control
HYCOL contains no calcium chloride. HYCOL oats to optimize the rote and degree --
Uses of hydration of the portiand cement in the
• off.Thisopimizotion gives concrete
WRDA with HYCOL produces a concrete strength advantages at all ages without
with bnur water content ftypi B to 10% . appreciably altering Ps satins lime.
reduclivnl.9 P col and WRDA with HYCOL oleo acts as a dispers-
strength.It is used In ready mix pfanis,block ;ng agent andkssens the nalurd interfaortide Addition•Re Ike
' and oortprete Products Pivots, in lightweight : olfaction between cement grains in water. Eucellent resells are drained using:addition
and prestressed walk. . .wherever concrete . This reduces their leadeacy b logiethat rates of 3 to 6 fl`oz of WRDA with.HYCOI,
is arod cod,k is also used by contractors in making the mil mofa worioole,placeah per 100 lb;(190-375 mlf 100'kgl.'cf
fled equipment such as lab silk pbrns and : and finishable with less water, cement.in some cases it.niay be necessary
mss. The mmbinativn of owlet reduction and corn ro slightly mod* the oddason rare due to Van-
atic in in cement.
Advantages • ironed hydration by HYCOL optimizes the dittoes. �'�°� °f'"l°6 tort
• Most rnksunrchlaidedree.waterreduct rote of fcrrrrtotion of the gel,the poste or
admixtures on the market today Produce ',oath that This the commie of aggregates Dix Dispensing.Equipment
some si ikmnr degree of set retardation. This w rate rote n gal internal l P$ n9
Minimal extension vF setting time,has been ��@ wow retgnhon and internal cohe A complete line of accurare.disperisin
experienced n on console containing afthe mix,reducing Ile bleeding equipment is aeviksble.VVRDA with HYCOI
WRDA with HYCOE, Under closely con- i segregation wfrile ir�eostirrg or improi. may be introduced to the mix on the sand or
trolled laboratory conditions,the retardation �nngg concrete.workability,pkxeabilly and finisltcr in ale water.
observed with the addition of 3 R oz of ' billy of concrete.
WRDA.with HYCOL per l 00 lbs Compatibility with other Adinixtures
Fnishobiuty
1190 mV 100 kg)of cement is in the range WRDA with HYCOL is campatble in cwt
of 15 to 20 minutes,well within the limit of • Firiisfiers have slated thou the cement Paste, ode with au air'enhaning odmixiures such
the accuracy of the method of tee. II is or manor, in WRDA with HYCOL odmbdured as DARER II AEA*.Due l0 a Iimergistic effect
Through the action d the patented.HYdration cc+rraete has imprmed Ira*nebbilily•The inAv of WRDA with HYCO1,the quantity of
COneot(HYCOL)agent in the adrnixMxe dial 'enm WRDA with HYCOL on f,e hnishabi� DARDI II AEA odinodured in concrete maybe
its effect on►he miting rime of concrete is .ill'of lean minces has been Particularly reduced btabout 25%_By combining the
reduced to on Insignificant degree. •noiiceabie. Floating and troweling,by separate effects of air entrainment and disper-
The use of WRDA with HYCOL pprro�d�uces 4 •machine or hand,easily imparts a smooth, slon,the water requtremed of concrete may
The use concrete that it ma®wvrke'Ou easier close iolerance svtface with less machine be reduced up to 15%.EACH ADIVA URE
b place,more pumpable, and ins better Her one and Iobor, SHOULD BE ADDED 5EPARATEIY.While
WRDA with HYCOL groins no calcium
chloride.it is compotible with calcium chle
ride in concrete mimes.Again,each should
be added separately.
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sent 3y: SUUIHEHN SIAH CUN(:Htlh; 81I 625 5580; Dec-1 -04 10:23AM; Page 10/19
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e��e++�qq
.• a aea
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i AiFI ENTRAINING
MI TUBE
�/►/�� A5TM C 260
`.
GRACE ' CVnCRe i e aDmix 1 uRes AlAShEKO 1 154
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DESCRIPTION: ADDITION RATirfS:
DAREX5 AEA® admixture is an aqueous solution of a There is no standard addition rate for•DAREX AEA.The
complex mixture of organic acid salts.it contains a catalyst amount to be used will depend upon the amount of air re-
for more rapid and complete hydration:Of portland cement. quired under Job conditions, usually in the range of 4 to
DAREX AEA is specially fomtulated for use as an air en- 8%.Apical factors which might influence the amount of
training admixture for concrete and Is Manufactured under air entrained am:temperature,cement,sand gradation.
rigid control which provides uniform.:predictable perfor- and use of extra fine materials such as fly ash.Typical
mantes It is supplied ready-to-use and does not require DAREX AEA addition rates range from%to 3 fluid ounces
premixing with water.One gallon weighs approximately 8-5 per 100 lbs..of cement.
The air streaking efficiency of DAREX AEA becorues:euerr
USES: greater when used with water reducing and bet retarding'
DAIS AF.A la used In raady�mix..f�Odc,and conarela Pill: agents.This may allow a reduction of up to'twv-thirds in .
duals plants.Et is also used on the jab'yyiflr jab site mixers, the amount of DARER AEA required for the specified air
highway pavers._.wherever concrete;Is mixed and there
is a need for purposeful air entrainreer t. MIX ADJUSTMENT:
Because DAREX AEA
plasticizes or"fattens"the mix,it Entrained air results in increased yields with i9'raonsequent. •
is particularly effective with alag,lightweight,or maniac- decrease in the cement content of the pieced:concrete.
turgid aggregates which tend to produce harsh concrete, This condition gala for a mix adjastment;u u&kadaan-
It also makes possible the use of natural sand deficient plashed by reducing the fine aggregate coftertt;'Tbls is in
In fines. addition to the reduction in water content brought about
• AIR ENTRAINING ACTION: - by the increase in plasticity.•
Air is entrained by the development of asemi-rNcntscupfc DISPENSING EQUIPMENT:
bubble system—Introduced into the Mix by agitation and A complete line of automatic DAREX AEA dispensers is
stabilized by DAREX Amain the mortar phase of the available.Accurate end almpfe thesei•dispensers are Saltily
concrete. • adapted to existing facilities on paving mixers and In bati;h-
Workability is Improved.Millions of tiny air bubbles en- lug Plants-
trained with DAREX AEA act as illegible bail bearings, PACKAGING:
lubricating and plasticizing the concrete mix.This permits •
no
a kiss in
DARfiX AE Is available in bulk,delivered in teetered tank
substantial reduction In mixing wafer with
slump,Placeabilltyls unproved. .,bleeding,green shrink- bucks, and'gredi lion deans,{ SATA EA contains no
age and segregation are minimized. flammable Ingredients.IT FREEZESATAB4Lrf 30°F,stir
Durability Is Inorensed. DAREX AEA concrete is ea- RS'TO ENTRAININGIPROAER'i1E:AiRE COMlLETEO.'
namely durable, particularly when subjected to freezing
R�'TOREpf3YTHAWENaANDTFIOWiOUGPiAGI Tr4TE0iV.
and.thawing. It has resistance to hest and deicing Rafts, ARCHITECTS' SPECJFiVATI.ON FOR CONCRETE AIR
as well as to sulfate,sea and alkaline waters, ENTRAINING ADMIXTURE:
COMPATIBILITY WITH OTHER ADMIXTURES: Concrete shall be air entrained concrete,containing 4 to
DARER AEA is compatible En concrete with all known 8%entrained aiz The air pressure method(AuTio:Ossigna-
accelerating admixtures,water reducing admixtures and ton C 231)or.gtevimetric.rnethod(ASTM..DesigrititidVt C
water reducing retarder&By combining.the separate ef- 138), The air entraining admixture shall be a.purified
facts of air entrainment with.the dispersion of a water hydrocartton type with a cement catalyst.such as DARER
reducing admixture, the water,requirement of concrete AEA,as manufactured by the Construction Products D1*
may be reduced.wflh.proportional increases In strength Won of W.R.Grace&Co.-Conn:,or equal.The eif.entraln-
andimprvvernentih durability.EACHADMIXTURE5HOUW Mg admixture shMi be added Who cone:rate.Mixeror.bat•
BE ADDED SEPARATELY TO THE MIX, thing plant at epproximetely 36'to•3•fiuid'ounct per 100 •
• Ibs.of cement.or in such quantities as to give•the specified
air cements.
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CoprnlpM 7W➢W.R.Gera E Co-Conn,
WO Ne a To i forTenon Wen Nr•Ma Cv ovlpfrA tt k b7EeC on data
oe:t 'one a aRa..1 rr•,T..,:lpr's rcmYlorotiv,ir•,vnty� Cnd bnwlvdpv cons d To to n1,!ant
.flOT1^1f:nw.,NrCTV.'n tv7 wr,:!^r(-7 kr'r.^nT no-y-+•y .. .c.
.. �J��,_:.•.�CL r•<•.:W:A.:74::::0 i..:.-•..• .... :�...:,y.., ..
}are..nuo OpPr/7o all Gaoas occ�d Dr t6 No crammer.,r c ,••aids on,n r,.c;.ge o a e a: l V:.f r cr' o a e�
Mmendand7 R m�RCas�ion a i71l11aee 70[arM1'use �'� � Y'�. Yk�
*tom ootO inf irco err mount or c.w„yfR CanLnvCne PIe0..cDhcbn WIZ Gwcv&Co Conn.02 NTOT nav
Concrete Products Ov.,t ao,e Mau n2Ma
sent By: SOU I HENN SIAN CONCHETE; 817 625 5580; Dec-1 -04 10:24AM; Page 11/19
l'A/to)/rigi:51\
Quiet C0111 petenre TECHNICAL DATA
Description: Sikament 10 ESL is a new,extended-slump-life,super plasticizing.water-reducing admixtwe-
it is a nowitir-entraining admixture which produces high-strength and/or increased slump
conrete..Slicament 10 ESL contains no chlorides.
Sikatzentib ESLAinplies with the requirements of ASTM C-494,Types A and F;Corps of
Engineers CRD CV, Types A and F; and AASHTO M-194, Types A and F.
-‘:7( ■•
WIWI to • Use where lacreasedeart(*engths are needed.
• Use where extended lncrease6lump for improved workability and reduced labor cost are
47.,...11„;:!'Z■t7,1""" desired
• Use Mery tightly seis'ed.:0040iiing steel is being used
• Excellent aid for Purnit
!?; • Use in Concrete for.petotiiiits. slabs, and bridge-deck overlays.
44-wrfcg
AdvaMsi* • New extended ski**jt uitip for 1% to 2 hours.
• Higher skimp improVailitiElithr and reduces labor.
4a; :
• .^;;:", • Full-flow section al&rii ouo
• Decreased vibratiorg‘Mit.5' • „.
• Up to 20%water reduCtion.
• Nigheady and ultirnafir Strengths.
• improved:duratality.
• Improve/riff*efficiency Of cement. ,
• No chlorides.
SheD Lifat 5 years in Original, unopened container.
- -AO
Storage Condition Store above 35F, 'Protect from freezing If frail, thaw and agitate before using.
Palming: 55-gal drums and bulk,
Typical Diti for Sildareid 10 ESL:
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Color: Dark brown.;
PH: > 7
Specific ravfty 1.176
Solids Cu tat 20%
sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Dec-1 -04 10:24AM; Page 12/19
Southern Star Concrete,Inc.
8500 Freeport Pkwy N. Ste 200
Irving,Texas 75063
Southern Star U.S.A.
CONCRETE, INC. Tel: (972)621-0999
Fax: (469)417-1387
COARSE AGGREGATE ANALYSIS REPORT
PLANT RECV'D FROM: 7000(1523) , DATE: November 11, 2004
MATERIAL PRODUCER: Hanson Perch Hill Chico
QUANTITY REPRESENTED: A#1087002 SIZE: 1"
SAMPLED BY: Jim Marion
MATERIALS FINER THAN NO. 200$(EVE(ASTM CJ 7-951
INITIAL DRY SAMPLE WEIGHT: 3764 GRAMS
WT.OF SAMPLE AFTER WASHING: 3742 'GRAMS
PERCENT MATERIAL.FINER THAN NO.200 SIEVE; 0.56 ai6
SIEVE ANALYSIS(ASTM c13$-96).
SIEVE NO. WEIGHT INDIVIDUAL TOTAL TOTAL 'ASTM C-33
RETAINED-LBS. %RETAINED % RETAINED %PASSING SPEC.
1-314" 0 • 0_0 0.0 100,0 100%
1-1/2" 0 0.0 0.0 100.0 100%
1" 0,68 1.7 1.7 98.3 95-100%x.
3/4" 5.82 14,2 15.8 84.2
1/2" 11.4.3 27.8 43.6 66.4 25-60%
3/8" 9.84 23.9 87.6 32.4
NO.4 12.00 29,2 96.8 3.2 0-10%
NO.8 0.95 2.3 99.1 0.9 0-5%
PAN 0.37
TOTAL 41.09
SPECIFIC GRAVITY AND ABSORPTION(A$TM P127-931
WEIGHT OF OVEN DRY SAMPLE IN AIR(A) GRAMS
WEIGHT OF SSD SAMPLE IN AIR(B) GRAMS
WEIGHT OF SSD SAMPLE IN WATER(C) GRAMS
SPECIFIC GRAVITY(5.5.D.)= B/B-C=
ABSORPTION=B-A,/A*100 %
TESTED BY: DATE :
sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Dec-1 -04 10:24AM; Page 13/19
Southern Star Concrete,Inc.
8500 Freeport Pkwy N. Ste 200
`Southern Star US. . Texas 75063
r.'"ONci• E i E.,INC. Tel:(972)621-0999
Fax:(469)417-1387
FINE AGGREGATE ANALYSIS REPORT
PIAN1cligCV'D FROM 1.011(1519) DATE:• November 10,2004
MATERIAL PRODUCER: Hanson Thackervllle
QUANTITY REPRESENTED: #N/A SIZE: Cony.Sand
SAMPLED BY: Keith Nife ntgoniory _
L 14: �l1I114.01i:Lu UOINIVIVilLIACANIF -9.
IN 11 • .._ S_T T.; W... r* r T: c -1. rS
WT.OF SAMPLE AFTER WASHING: 424 GRAMS
PERCENT MATERIAL FINER THAN NO.200 SIEVE: 0.4'1 %
SAND EQUIVALENT:
SIEVE ANALYSIS(ASTM C13I-96)
SIEVE NO.- WEIGH!' INI5MbUAL TOTAL TOTAL ASTM C-33
RETAINED-GRAMS %RETAINED %RETAINED %PASSING SPEC.
• , v
3/8" 0.0 0.0 0.0 100,0 100%
NO. 8.7 1.9 1.9 98.1 95-100%
NO.8 53.4 11.7 13.6 864 80-100%
ND.16 61.6 - 11.3 24.9 75.1 5045%
NO.30 87.3 19.1 44.0 56.0 25-60%
NO.50 162.8 35.6 _ 79.6 20.4 10 40%
NO.100 84.8 : 18.6 _ 98.2 .. 1.8 0.10%
PAN 8.2 F.M.= 2.62
TOTAL 456.8
SPECIFIC GRAVITY AND ABSORB-110N IIIITM C128-97j
WEIGHT OF PYCNOMETER*SAMPLE+WATER(A)s GRAMS
WEIGHT OF PYCNOMETER+WATER(B)at GRAMS
WEIGHT OF OVEN DRY SAMPLE IN AIR(C)= GRAMS
SPECIFIC GRAVITY(S.S.D.)=500/B+500-A=
ABSORPTION•500-C/C=
TESTED BY: DATE: