SS9901-SP041201 (3) Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Dec-1 -04 10:21AM; Page 2/19
ooumern War uoncrerte,Inc.
8505 Freeport Pkwy N. Ste ZOO
Irving,Texas 75083
Southern Star U.S.A.
CO�V L F�E T E, }N Tel:(572)821-0345
Fax:(417)489-1387
I FORMAL MIX DESIGN FOR READY MIX CONCRETE 1
CONTRACTOR: Can-Fear Construed-
onstrue on DATE: December 12004
PROJECT: Coppell--Deforest&Sandy Lake Uft Station
MIX DESIGN 0: 902S
SPECIFIC USE: I7owable fIll
MIX,SPECIFICATIONS '
STRENGTH: SACK CONTENT: 2.13
SLUMP: 120%Ilow
AIR CONTENT: 2596+-10%
WIC RATIO(GALISACK) 12.19
W/C RATIO(LB/LB) 1.08
MAX.TEMPERATURE: rACI 305R
CONCRETE MUST BE SAMPLED PER ASTM C-172.
TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C-37.
MATERIAL REQUIREMENTS
MATERIAL ASTM STANDARDS WEIGHTS
CEMENT ASTM C-150 TYPE I III 50 LBS.CEMENT
FLY ASH ASTM C-918 TYPE 'C' 150 LBS.FLY ASH
COARSE AGGREGATE ASTM C-33 3/4° 0 LBS.C.A.
COARSE AGGREGATE ASTM C-33 1 ----r LBS.CA
COARSE AGGREGATE ASTM C-33 1�1/2 0 —LBS.C.A.
COARSE AGGREGATE ASTM C-33 -G AV L " 0 LBS.C.A.
COARSE AGGREGATE ASTM C-33 PEA GRAY _ 0 LBS.C.A.
FINE AGGREGATE ASTM C-33 SAND 2550 LBS.SAND
FINE AGGREGATE ASTM C-33 SAND `LBS.SAND
LIGHTWEIGHT AGGREGATE ASTM C-330 0 LBS.LT.WT.
ADMIXTURE ASTM C-494 TYPE Ate_ 0 OZ.ADMIX.
ADMIXTURE ASTM C-494 TYPE A (MID) 0 OZ.ADMIX_
ADMIXTURE ASTM C-260 F G (HIGH) —.."7—..02.ADMIX.
ADMIXTURE ASTM C-290 ' M OZ.A.E.A.
WATER 216 LBS.WATER
PLEASE SEND THE TEST RESULTS FROM THIS PROJECT TO THE QUALITY CONTROL DEPARTMENT
QUALITY CONTROL DEPARTMENT QUALITY CO L
240 SINGLETON BLVD. r t
DALLAS,TEXAS 75212
TEL:(214)551-8020 JIM ELLIS TEL:(817)626-9600
FAX (214)881-1810 FAX:!617)525-5580
Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Dec-1 -04 10:22AM; Page 7/19
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ASH GROVE TEXAS L.P.
- -- ASH GRUV
9W G7tm WWI 1'1)eaet 97242.34.341
Pat Man sax 520 Brit 972.2944127
MldIothia.,Tara/7065
Commit Type:UU
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Production Period: Ammo 1,2614-AuEltat 31,21)04 Dad; 99!2964
• STANDARD REQUIREMENTS
ASTM C15o-2.
C2AMJCAL. PHYSICAL
• S Toot Spec.
Mem .um►t 11 40110 Item Welt Test*suit
3202(") 20.0 min 20.23 A4 eenrsur of mergr(volume 94) 12 max 7.6
Ma0,(K) '6.0 max 4.80 611wwess(em7fll
8ete,(K) '6.0 mu 4.14 (Air Perweeebett3-) 2800 min 3641
C3O(K) . A Autoclave sapmdnn(%) 0.80 max 0.01
Ml, %) •6..0in LIB
Mt(C1 3.0 man 2.64 Campreatre arena(Pd) Mm:
Lem o.I.lclon(16) •3.0 max 0.76 1 Dar A 1869
Nap(%) A ]Daya 1740 3481
140(x) 4 7 Days 2790 4672
1asa4ble 1taM..(K) 0.75 max 024 28 Dye A
Potenttat eampeu.da 1%) Time of tatting(mi.uW)
CAi A 60 (Ylem)
C13 A 13 11110a1 Not Imo 91
G,A 8 maid 6 ttan 45
CsAF A land Netmma 215
B+2(Ct6) 4 &an 17S
OPTIONAL REQUIREMENTS
•• A$TM.CI58.2a Tabloid 2 And 4
CHEMICAL' PHYSICAL
• Spec. Tett Stec.
Item 'Limp Hewn Item Limb Teat Reads
cast+C1A(7c) . A raise eat(s4) 4 4
EEgsteateet iNtaBm(hc) . 0.60 0.58 Heat of Rvdratba pJ/kr)
A mNatal:04hla tlaya•
mfo IIIad by perch:own tees malt(avekApi foe Heat afhy4fIl en OA dig)
A A
2RDM's 4 A
C,Test maim ha-this paled net'mailable.
Wa 9Rtify esti the[kora described cem,am*at me time of ahnnamt,'nom the chemical end
physic4 pmt of the AS1M C150.02a or(other) speci&oatiw.
sllrtmtee:
• Todd O.Hitdoe
• Me:- Quality Ceattul Monson
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Sent By: SOUTHERN STAR CONCRETE; 817 625 5580; Dec-1 -04 10:22AM; Page 8/19
89/16/20134 12;26 2813430072 . • .. IMIN d'.ISKA8 PAGE 02
1E-3 RESOURCES,INC.
,e Rasau cet.Inc.W1tittns tse4 m Rion Ws d its bMawIOW,*s l tt data used meek ems ganent d Uy appticaats A3T14 inch de
and insets mairemana of ASTM C-4111 wid AASi1T0:W295 and TX.DOT 10A1134900
DATE AS121111.1222221 LABORATORY NUMBER: WEs-6
MTRP+11342 IL7
COMTOSITE PATE
6/11/04—6+22/04
AS174 C•615.4t3 TX.DOT WIDOW
IC*Tlums IIPMCIlCATION$
ciiiMEALAISAIME CLASS C CLAN B CLAN C CLAN F
Silicon Diode (Sue) : 33.83
Aluminum Oxide (AID) • 20.37
Iron Oxide (PEA) 6.21
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Sum of 5102,At2Os.&RP, 60.4) 50 Min. 70 Min. 50 Min 70 Min.
•
MapsesIunt Oxide MgO)( 627
Sulfur Triolddc (WO 1.42 50 Max. 5.0 Max. 5.6 Max. 5,0 Max.
Moisto a CONON 0,09 3.0 Max. 3.0 Max., 2.0 Max. 2.0 Max
Lois On tritium • 0.10 6.0 Mau. 6.0 Max. 3.0 Ma. 3.0 him
Available Atkalles as NsIO 1.76 A t.SMtls. A1.SMaa.
Calcium Oxide (Ca0) 23,57
Fineness:Amoura ratainod
x1325 slave S 5.93 34%Max 34%Max. 30%Max. 30%Max.
WNW RpuiPenlent, % Conuot 95% 105%Mas 105%Max I0O%Max 100%Mau
Specific Gravity . 2.67
Auwclavu E paneio.. % +0.02 0.11%Mate 0.1%Max 0.8%Max 0.6%Max
Strength Activity Index
With Penland Cement, 7 pay • 917% 75%Min. 75%Min. 75%Min. 7554 Min.
k Applicable oily wham Requited by paecinaer.b y .r; A.
d.
faRR� ����
'ROG ew17e.t�nys�rm /X?PM 0 1 I !
hums:47th)Mann IFa;O')Wain ; r •
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sent By: SOU I HEHN S I AN CONCHETE; 817 625 5560; Dec-1 -04 1 0:24AM; Page 13/19
Southern Star Concrete,Inc.
' 8500 Freeport Pkwy N. Ste 200
Southern Star Irving,Texas 75063
u.s.A.
t O P..I;F i E,I N'J C. Tel:(972):621.0999
Fax:(449)417-1387
I FINE 4.GGREGA TE ANALYSIS REPORT 1
PLAN - 0 FROM 10 1 15 r 'AT : November 10,2004
MATERIAL PRODUCER: Hanson Thackervfle
QUANTITY REPRESENTED: #N/A SIZE: Conc.Sand
SAMPLED BY: Keith lontgo»rery
- LII4: -4111.L401 CI r l:1' . s E14't fFICIN F -9•
INItIALDRY SAMPLEWEIGHT; a GRAMS •
WT.OF SAMPLE AFTER WASHING: 424 GRAMS
PERCENT MATERIAL FINER THAN NO.200 SIEVE; 0.47 %
SAND EQUIVALENT:
SIEVE ANALYSIS(ASTM C136-1PA
SIEVE NO. ' WEIGI& INIIViUAL TOTAL TOTAL ASTM C-33
RETAINED-GRAMS %RETAINED %RETAINED %PASSING SPEC.
3/8" 0.0 0.0 0.0 - 100.0 100%
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NO.4 8.7 1.9 1.9 98.1 95-100%
NO.8 _ 53.4 11.7 13.6 83.4 80-100%
NO.18 51,6 11.3 24.9 75.1 50-85%
NO.30 87.3 _ 19.1 44.0 56.0 25-60%
NO.50 162.8 35.6 79.6 20.4 10-30%
NO.100 84.0 18.6 98.2 1.8 0-10%
PAN 8.2 F.M.= 2.62
TOTAL 456,8
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SPECIFIC GRAVITY AND ABSORR1IVN(ASTM C128-971
WEIGHT OF PYCNOMETER+SAMPLE+WATER(A)- GRAMS
WEIGHT OF PYCNOMETER+WATER on s GRAMS
WEIGHT OF OVEN DRY SAMPLE IN AIR(C)= GRAMS
SPECIFIC GRAVITY(S.S.D.)=5008+500-A=
ABSORPTION=500-C/C= '%
TESTED BY: DATE: