SS9901-SP041201 (2) Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Dec-1 -04 10:22AM; Page 4/19
avuv►ern awr C.ra ncreae,inc.
8503 Freeport Pkwy N. Ste 200
Irving,Texas 75083
Southern Star U.S.A.
C_ONcRE TE; INC_ . Tel:(972)821-0345
Fax:(417)489-1387
I FORMAL MIX DESIGN FOR READY MIX CONCRETE
CONTRACTOR: Can-Fer Construction DATE: December 1,2004
PROJECT: Coppe//—DaTorest&Sandy Lake Lilt Station
MIX DESIGN s: 7503
SPECIFIC USE: class"K"spacial
MIX SPECIFICATION
STRENGTH: 4000ysi SACK CONTENT: 8.50
SLUMP: 7"--10"
AIR CONTENT: 396-5%
W/C RATIO(GAUSACK) 4;28
WIC RATIO(LB/LB) 0.38
MAX.TEMPERATURE: `ACI 305R _
'CONCRETE MUST BE SAMPLED PER ASIA/C-172.
TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C-31.
MATERIAL REQUIREMENTS
MATERIAL ASTM STANDARDS WEIGHTS
CEMENT ASTM C-150 TYPE I IN 511 LBS. CEMENT
FLY ASH ASTM C-518 TYPE 'C' 0 LBS.FLY ASH
COARSE AGGREGATE ASTM C-33 3/4" 0 LBS,C.A.
COARSE AGGREGATE ASTM C-33 .---7—' 1840 LBS.CA.
COARSE AGGREGATE ASTM C-33 1 12" 0 LBS.CA.
COARSE AGGREGATE ASTM C-33 GRAVEL - 0 LBS.C,A,
COARSE AGGREGATE ASTM C-33 PEA GRAVkL 0 LBS.C.A.
FINE AGGREGATE ASTM C-33 SAND 1281 LBS.SAND
FINE AGGREGATE ASTM C-33 SAND 0 LBS.SAND
LIGHTWEIGHT AGGREGATE ASTM C-330 0 LBS.LT.WT.
ADMIXTURE ASTM C-494 TYPE A OR 0 0 OZ.ADMIX.
ADMIXTURE ASTM C-494 TYPE A (MID) 0 OZ.ADMIX.
ADMIXTURE ASTM C-260 7 Tif-6-(HIGH) --'717-3 OZ.ADMIX.
ADMIXTURE ASTM C-280 AEA 3.9 OZ.A.E.A.
WATER 232 LBS.WATER
.
PLEASE SEND THE TEST RESULTS FROM THIS PROJECT TO THE QUALITY CONTROL DEPARTMENT,
QUALITY CONTROL DEPARTMENT QUALITY CQ14 OL
240 SINGLETON BLVD. .
DALLAS,TEXAS 75212 TEL:(214)651-8020 JIM ELL TEL:(817)626-9600
FAX:(214)651-1810 FAX:(817)625.5550
Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Dec-1 -04 10:22AM; Page 5/19
Southern Star Concrete, Inc.
Mix No.: 7503 Contractor H.C.Becic
Strength:—":478— Job: Sabre Complex
Agg. Size: 1" Lab: Terra Marr
Cement: 611 lb.
Fly Ash: lb.
Coarse Aggregate: X40 lb.
Coarse Aggregate: —1b. Standard Deviation: 663
Fine Aggregate: —Mr.'1b. Average Strength: 51
Fine Aggregate; lb.
Admixture: oz, ACI 5.3.2.1 Required average strength.
Admixture: oz. (1) 488Bpsi
AEA: oz. (2) 5044 psi
Water: 2i2 lb.
28 Day 3 Consecutive
ate Temp. §LUMP 7 Dav 7 Day 28 Day 28 Day Average Average 58 day
7/17/2004 90 7.25 4350 4250 5240 5160 5200
7/17/2004 91 9 4280 4350 5110 5090 5100
7/17/2004 94 8 4070 4050 4580 4870 4825 4975
7/19/2004 91 8 4690 4570 5380 5380 5380 5035
7/19/2004 91 8 4900 5040 5850 5880 5855 5287
7/19/2004 90 8 4840 4730 5590 5330 5460 5585
7/21/2004 89 715 4470 4540 5120 5030 5075 5463
7/21/2004 91 7.5 3790 3880 4290 4450 4370 4968
8/3/2004 88 7.25 5850 5730 6130 8040 6085 5176.667
8/11/2004 85 8.5 3310 3370 5460 5070 5265 5240
8/11/2004 89 8 3130 3150 3700 3780 3740 5030
Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Dec-1 -04 10:22AM; Page 7/19
•
•
•
ASH GROVE TEXAS L.P.
ASH 13RQV..._
990 Giles Hoed Poona: 977-723-2391
Peet t710ee Pas 520 Fart 972..594.6127
Mldlotbias,Tatar 70065
Cement Type'I/II
•
Production naiad: Aaiwt 1,2904-Aural 31,2001 Daum 919/2044
•
• STANAARA REQUIREMENTS
ASTM C150u2n
CHEMICAL. PHYSICAL
• Spec, Teel Spec,
Ira Ulult Reap Ham Unit VW/Omit
S40,1%) 20.0 min 20,23 Air cement el mummy(volume%) 12 num 7.3
0104(76) 6.0 in a 4.80 bleeeese(mete)
/NA(X) '6.0 Drat 4.14 (Alr patsavab8lly) 2800 tcun 3461
1%) . A
1.46 Autoclave eapaadaa(%) 9.80mau 0.01
) .6A
SOe(%) 3,0 ems 2.64 Caap amt a orates(pep mom:
Lose on hpai sa(Ye) •3.12 mat; 038 1 pay A 1869
NayO(%) A 3 Days 1720 3481
1630(S6) A 7 pays 2700 4672
laselable Reaidv('16) 0.75 max 024 26 Days A
Potential eeaopoa0dr(x) TLma o(unite(m(aalae) •
CeS A 60 (Vim)
CA A 13 Ittitlet NatIaa 94
ceA 8 me,t 6 than AS
GAF . A f uI Not roans 215
'X .4 _ (ut,373
OPTIONAL REQUIREMENTS
•
ASTM.CI38-Za Tabka 2 and 4
CHEMICAL PHYSICAL
• Spat. Tett Spec.
Liam LImt* Remit pan Limo_ Tat Reads
Ca9+Cy►(%) . A Filar eat(74) A 4
Rgalvalent iMnBa(%) . 0.60 0.55 Ran of hydration(tu h[)
A-Not sppl(csbI. 144yr A A
•
S a Limit net epoclfted by pee dam.tat remit ptvyided rot heat etgrdt#1e9(kJ/to
information may. 26'Der A A
C,lest iaalm fortis period not available.
Wv;edify that the above described cement.at the time of ettipmea},menu the chemical nod
pI+YAc:a temtirem ad area ASThtf C150-02a or(other) speoi5oaeoa.
skeleton
• Todd Q.Hinlaa
Title; Quality Control Masaioer
•
•
•
O' IL oy. Juulntnoi JIArt wrvk..ntiti all tee ooalJ; UeC-7 -U4 1U:ZdANIa rage lU/1y
•
•
� a'
I AIR ENTRAINING
^pp//��//--���� • /'��'�/�b ADMIXTURE
•
GRACE � coS �VR'1 SHTQ C;54
e1'� BDF�ifXTURS r�ASi�TO ,�a
•
•
DESCRIPTION: ADDITION RATES:
DAREC® AEA® admixture is an aqueous solution of a There Is no standard addition rate fo ••DAREC 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 portend cement. qulred under job conditions,usually in the range of 4 to
DAREX AEA is specialty formulated for use as an air en- • 8%. Typical factors which might influence the amount of
training admixture for concrete and is manufactured under air entrained are;temperature,cement,sand gradation,
rigid control which provides uniform.:predictable parlor- and use of extra fine mandate such as fly ash.Typical
mance. It Is supplied ready-to-use anti does not require DAREX AEA addition rates range from%to 3 fluid ounces
ibrsixing with water.One gallon weighs approximately 85 per 100 Ibs..of cement.
The air entraining efficiency of DARER AEA bebsyrneeeven
USES: greater when used with water reducing and net retarding
OAREa(AEA to used in ready mix,.btvc(c.and concrete prd: agents.This may allow a reduction of up to tv/a-thirds In •
ducts plants.It la also:used on the job With job-site mixers, the amount of DARER AEA required for the specified air •
highway pavers--.wherever concrete;is mixed and there
went'
is a need for purposeful air entrainment. MIX ADJUSTMENT: .
Because DAREX AEA plasticizes or'letterer"the mix,it Entrained air results in increased yields.with a consequent .
is particularly effective with slag,ilghtiNeight,or manufac- decrease in the cement content of the placed eoporete,
lured aggregates which tend to produce harsh concrete, This condition Celle for a mix adJustmentuAiaally;:it 3vm-
It also makes possible the use of natural sand deficient pushed by reducing the fine aggregate content;This 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 esemi-micraecopic DISPENSING EQUIPMENT
bubble system-Introduced Into the mix by agitation and A complete line of automatic DAREX AEA.dispensers Is
stabilized by DAREX AEA--in the mortar phase of the available.Aecurraosand simples thnse•dispensere are slang
concrete- adapted to seisiing facilities on paving mixers and in•batch- •
Workability le Improved.Millions of tiny air bubbles en- ing Plan's-
trained with DAREX AEA act as fertfble bail bearings, PACKAGING: •
iubricating and plasticizing the concrete mix.This permits DAREX AEA is available in bulk,delivered in metered tank
a substantial reduction In mixing water with no loss in
trucks
slump.Placeabllftyfs improved...bleeding,green shrink- • x'53-gallon dnims, flARE?(..AEA contains no
age and segregation are minimized. . iTSAIable Ingredientt&fT FRE ZEB TAECUf 30°F,BUT
Durability is Increased. DAREX AEA concrete is ex- ITS AIR ENTRAINING PROPERTIES:ARE CC)M1sE:ET Y'
RESTORED BYTHAWINGANDTHOROUGHAGITATION.
namely durable, particularly when subjected to freezing
and.thawing. It has resistance to frost and deicing salts, ARCHITECTS' SPECIFICATION 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
DAREX AEA Is compatible En•concrete with all known b entrained alz The air contents In the concrete shall .
DARE r A Is compatible
water reduc be determined by the pressure metfiod..(if m:Designa-
9 ing admixtures and tion C 231)or gravimetric.method (ABTA.Desigrietiott:,C
water reducing retarders By combining.the separate ef- 138), The air entraining admixture shall be a.purified
facts of air entrainment with..the dispersion of a water hydrocarbon type.with a cement catalyst.such as DAREX
reducing admixture, the water,requiriement of concrete AEA,as manufactured by theConatructfon Products DIvl-
may be reduced.with.proportional increases In strength sion of W.R.Grace&Co-Conn:,or equal.Tice air..entraln-
and improvement in durability.EACHADMDXTU1RESHOULD trig admixture shall be added at•the concrt7ta.mixaror.bat-
BE ADDED SEPARATELY TO THE MUC, Ching plant at approximately aft to.3•ifufd•ouncetper 100 '
• lbs.of cement,or in such quantities as to give the specified
air contents,
Coprigte ma W,R.byes A C4-Conn. •
w*hove Tr*iMamonon even near wi a MIphuA tt k baetl one=aria b lowlvdge t:oneoteea to be true ono
.a -Ulste pm!tlHAM frt n+e 1,:7401 rCR!rP,PtiP,i-ITMS�n w,!'rGfnll rh wr+^!r r h.nrr rt?r1>:1P.:!.1.
gm w+fen apply 70 al good Ike Dv.t6 No;totem**recpmtendoeon pr:c:•7+:•C•;Jr,,,:i: -V -?k:.1,45 cp �� �' r Ylei
%end)boutl infra*.cry=WA S9r 7lgpe4!C R i OPP.42 7of er
,n*'Como ozwo ccvn'CM Co?Kt+vc7ly+pmxrs Dhclon w.2 C+faCY a Ca-.Coro..02 W+vl7arna• Concrete Products
Jem, Dy; JuUnrlttlN JIHY1 UUNUMLlt; 01 / bLa =du; Uec-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: (489)417.1387
COARSE AGGREGATE REPORT
PLANT RECV'D FROM: 1006(1123) DATE:, November 11, 2084
MATERIAL PRODUCER: Henson Perch NM Ch/co
QUANTITY REPRESENTED: .#1o8YtM2 SIZE: 1"
SAMPLED BY: Jim Marion
MATERIALS FINER THAN NO 200 SIEVE IASTM C117-951
INITIAL DRY SAMPLE WEIGHT: 3784 GRAMS
WT.OF SAMPLE AFTER WASHING: 3742 GRAMS
PERCENT MATERIAL.FINER THAN NO.200 SIEVE; 0.58 %
SIEVE_ANALYSIS maim 0130-961
SIEVE NO. WEIGHT INDIVIDUAL TOTAL TOTAL A$TM C-33
RETAINED-LBS. %RETAINED % RETAINED % PASSING SPEC.
1-314" 0 0.0 0.0 100,0 100%
1-1/2" 0 0.0 0.0 100,0 100%
r
1" 0.68 1.7 1.7 98.3 95-100%
314" 5.82 14.2 15.8 84,2
1/2" 11.43 27.8 43.6 56,4 25-60%
318" 9.84 23.9 87.6 32.4
NO.4 12.00 29,2 96.8 3.2 0-10%
NO.8 0.95 2.3 99.1 0.9 0.6%
PAN 0.37
TOTAL 41.09
.
SPECIFIC GRAVITY AND AB QRSTION(A$TM C127-931
WEIGHT OF OVEN DRY SAMPLE IN AIR(A) GRAMS
WEIGHT OF SSD SAMPLE IN AIR(I3) GRAMS
WEIGHT OF SSD SAMPLE IN WATER(C) GRAMS
SPECIFIC GRAVITY(5.5.D.)=13/134=
ABSORPTION=B-NA*100 %
TESTED BY: DATE :
Jeni ey: JuuiHtHIV JIAH GuNGHLIE; aii b�5 55HU; Dec-1 -04 10:24AM; Page 13/19
Southern Star Concrete,Inc.
8500 Freeport Pkwy N. Ste 200
SA
.
U
Southern Star Irving,Texas 78063
U.S.A.
Ct O N C F E I E,I N C Tel: (972)621-0999
Fax:(489)417-1387
1 FINE AGGREGATE ANALYSIS REPORT 1
P •N ` CV'D FROM: 10 1 15 r.. 'A : November'10,2004
MATERIAL PRODUCER: Hanson Mockery/Ha
QUANTITY REPRESENTED: #NIA SIZE: Conc.Sand
SAMPLED BY: ,Keith Montgomery
fa i : 3 ILL4 ii:U i' + .,FEIVE1ITIiluNif -9
INItIAL DRY SAMPLE WEIGHT: 426 GRAMS
WT.OF SAMPLE AFTER WASHING: 424 GRAMS
PERCENT MATERIAL FINER THAN NO.200 SIEVE; 0.47 %
SAND EQUIVALENT:
S
SIEVE ANALYSIS{ASTM 0136-96i
SIEVE NO WEIGHT INDIVIDUAL TOTAL T . ASTM C43
RETAINED-GRAMS %RETAINED %RETAINED %PASSING SPEC.
3/8" 0.0 0.0 0.0 100,0 100%
NO.A 8.7 1.9 1.9 98,1 95-100% -
NO.8 53.4 11,7 13.6 86.4 80-100%
NO.16 51.6 11.3 24.9 75.1 5045%
NO.30 87.9 19.1 44.0 56.0 25.60%
NO.50 162.8 35.6 79.6 20.4 1040%
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 ABSORPTION(A$TM 0128-971
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.)=600/B+500-A=
ABSORPTION X500-C/C=
TESTED BY: DATE: