CiCi's Addition-CS050722 214 637 ~P?5
.lu! ~ 05 Ol:50p Moble~-Speed ~I4-GB?-B~?B p. !
P.O. BOX 35148, 4699 PRODUCTION
DALLAS, TEX/L5 75235 0t48
PHONE 214 637-3270
Transmittal
(.]ty of Coppgll
9'72-304-3570
At'm: I ~ Davis
__Re:Prqj°ct: CiCi's ['izza Paving Exp. IM,~,. r~,,..~.' ,
From: David Rupley, Jr
l.arr¥,
Thc following 10 [rages ~c Ibc r~y mix d~i~ su~i~fls f(~ th~ ahwe menlimicd proj~l.
PI¢:~ rescind to, ~nnJc Willim~s with a~~tion ASAP ~ wc ~< put o~ order
/ ,}/
David Rupley~ Jr.
CC
[,mmic William
Jul ~8 05 Ol:SOp Moble~-$peed 814-637-3~73 p.~
Letter Of Transmittal
Jul ~ 05 Ol:50p Moble~-Speed ~14-~37-3~73
3uly 22, 2005
Mobic¥ & Speed
PO. Box 35148
Dallas, TX 75235
1341 Wes! Mockinabud Lane Daflas. Texas 7,5247 972 G47 G700 www I×~ cpm
Attn
Rli C C' 's
Mix (2ode Number~
rhe a~lachcd concrete mix designs utilizing the appropr;ate ASTM C-33 or ASTM C-330 aggregate
ate proposed for use on the above referenced project for ready-mixed concrete to be furnished by
TXI
TXI certifies that the above mix designs, when ordered by specified design identity, and delivercd by
TXI. will meet or exceed the indicated design strength at the designated age when tested in
accordance witl~ the applicable and current ASTM Standards C 3 I, C 39, C 7R, C 172, C 293.
applicab}e provisions otC 94. and evaluated in accordanc,¢ with applicable provisions of the AC[
building
TXI would like to be included on your mailing list to receive all test reports. ASTM C o4 enlitle,~ it
Contact os il' you bare any questions or require any additional informafion~ Please notWy TXI o1'
approval of the proposed :nix design prior to it~ use Failure to notlf~ us prior to first placement shall
constitute acceptance 'Fo enstlre that Ihe proper mix de.sign ia ordered, please send a copy of this
letter, at't¢~ approval, to the above referenced project to be used by the person ordering thc concrcW
Iht this job,
['he information contained ;n this submiltal is confidential and the e~clusiv¢ property of TX1 h
cannot be copied, dupl;ca~cd or disclo~ Io third panics without the expressed written consent o1'
TXI
Page2
()uadrel xScrvtce
Jul ~ 05 01;50p Moble~-$peed ~1~-8~7-~73 p.~
Gk. NLRAL NO I'L$
Pumping Notes
I 5" minhnum diameter lines with no reduction to smaller lines.
~ Keep robber hose to absolute minimum length and plan pipe with as few 90 degree angles ;ts
possible
3 Samples for slump and strength tests should be taken at discharge end of hose for strength
guarantee to be valid
4, To prime pump line~, a minimum of RO sack grout is recommended for lubrication In Ihe
strength concrete~ equivalent strength grout should be used if the grout remains in the placement
5. lhamp mixes are based on minimum cement content pumped at ground level As pump linc
increases in length or height and/or layout configuration changes, mix design modification~ may be
required to assure strength and pumpability at additional cost to the contractor.
when toss occurs as a result of'boom configuration or free tall discharge from hose To ensure
a/ittimtnn air loss when pumpi~g, maintain a continuous Ilow el'concrete through Ihe cntlrc length of
pipe and do not subject concrete to free tall
apparatus which fi~rees concrete to the placing position through a pipeline or hose as long as the
recommendations indicated above are fbllowed The term "pump~ble concrete" does not relate
Strength oflightwcight mix designs valid provided strength specimens are air cured in ;u:cordance
with ASTM Test Method C 567-05, section 7 3 except as modified in scctlon g. I, alternative method,
ASTM Spccificafion C 330-04
Fahrcnhc~L TXI will guarantee thc strength performance of thc mix dcslgn(s) hcrcin submitted up to a
maximum placement temperature o1' 100 dcgrcc~ Fahrenheit using an ASTM C 494 Type D retarding
degrees Fahrenheit.
Wc arc enclosing all available back up data tbr thc referenced mix design(s). If the strength
inl'omltttltm is not available, or is insufficient, confirmation tests may have to be conducled by you~
laboratory
Jul 22 05 Ol:50p Moble~-Speed 214-637-3273 p.5
Customer: Mobley & Speed
Project; C C's Pizza
TXI PROPRIETARY AND CONFIDENTIAL
1341 Mockingbird ].anc~ l~llas~ Texas
(972) 647-6700, www.txi.com
Plant:
Ail DFW Planls
Date Issued )uly 22, 2005
8274
Description
/ lyp¢ I/ti Cenlen!
[-i-'"'--d:~-~:iff. dh~:<i S,one
] City Water
S~citScd
Fc
Specified Slnmp: 3 00 To 5 00
gp~ified Air 3 00 To 6 00
Designed Air 4.5 %
NOTES
6 00SK ADMIX/AEA I"CS
Paving - Ci~/o£Coppell
Admix.
Weight (lb}
%64
I ~40
0,5 to 2.0 oz/cwt C+P
3,0 to 5.0 ozjcwt C+P
TO'FA[, 3935
Designed Unit Weight: 145 7 lbs/cu ft
Designed W/C + P Ratio:
Designed Volume: 27 ~ c * f
TXI bas no knowledge or authority regarding where this mix is to be placed (if other than the defined usc on
page 1 ), dmrelbre it is file respon.qlbility of the project architecffengineer, and or contractor to insure that thc
above designed mix parameters of compressive strength, wafer cement ratio, cement content, and air content,
arc appropriate for thc anticipated cnvironnlental conditions (ie. AC1-31 g sections 4 I-4 3, and the local
Building Codes} Data enclosed represents the potential of this mix when sampled and cured per ACI ;0l and
Section I O 3, and per ASTM C-31
Chcmlcal admixtures are added in accordance with the manufacturer's recommendations TXI reserves thc
right to adjust these dosages to meet the changes in jdosite demands
This mix has been designcd to mcct thc requirements of the documents received from the project, and/or your
verbal request Aggregate wclgbts may change depending on gradadon~ or specific~avity et'material
Mi~ Design Proportions and specifications are confidential and proprietary trad~tc~rcts of TXI
Any
or
Jul ~ 05 Ol:51p Moble~-Speed 214-G37-3273 p.6
Mix Name: 8274
!UI'RENGTH SLrMfMARY, Comprossion 6" .~ 12"
Jul
8ELLB/SAVOY
0A'T1E June 7. 2005
GOMPANY ! NAME
MATERIAL Concrete Sand. TxDOT Item #421
SIEVE SIZE ~ % RET~NED SPECIFICATION
u. ~. METRIC
3J8" 9.Sram 0.0 0.0% 0
#4 4.?Sram 28.9 3.6% 0 5
~ 2,36mm ~.6 12,1% 0 ~
· t6 1.1~ 1~.2 23.9% 15 ~
~ ~m ~.8 41.4% 35 75
gl~ .l~mm 789.5 ~.1% ~ 1~
~ .07~m 7~.5 ~.8% 97 1~
TOTAa. W~IGNT 796.7
FM Z.61
SPECIFIC GRAVITY 2.63
UNIT WEIGHT:
ABSORPTION 0,5 DRY L~ a LBJ CF.
DRY RODDED T 110.$ LB./CF.
MAGNESIUM SULFATE 9
$ODfUM SULFATE 3 SAND EQUIVALENT 95
% ACID INSOLUBLE 8,5
Todd BracJshaw
TV
Jul ~ OS Ol;51p' Moble~-$peed ~14-G37-3873 p,8
TXI corp.
Mill Creek
June 7. 2005
1" - ~ C~ A TXIX)T iTEM 421 GR.4~.DE 4
I · · ri
1 1,'2" 37.5 mm
1' 25.0 mm
3/4" 19.0 mm
1/2" 12.5 mm
3/8" 9.5 mm
~ 4.7§ mm
#8 2.36 mm
w'r, RETAINED ~, R~c'r~INED SPECIFICATION
0.0 0.0% 0
1,3 4.5% 0 5
5.7 19.6%
17.4 59.8% 40 75
22.8 78.4%
27.9 95.9% 90 100
28.7 9~.6% 95 100
TOTAL. WEIGHT 29.1 DECANT 0.7
~ECIFlC TEST RESULTS
SPECIFIC GRAVITY 2.75
UNIT WEIGHT:
AIBSORPTION 0 5 DRY LOOSE ~ LBJ CF.
DRY RODDED ~ 104.9 LB./CF.
I_A A~I=~a~,ION 24
SODIUM ,~3UNDN ES~
2
MAGNESIUM ~OUNONESS 4
Todd ~ads~aw
TXl REP'I~ESENTA'rlVE
Jul £~ 05 01:51p Moble~-Speed ~14-~37-3~73 p.9
)in Number. Icar Number: ]Tons:
Sample Dale: , May-2005 Monthly Average
Chemical Re<lulmmen~$: Limit R~$ult
AI203, (%) 8.0 max 4.4
Fe2037 (%) 6.0 max 3,8
MgO. {%) 6.0 max 1.3
$03, (~/?) 3.2
Co55 on Ignition, (%) 3.0 max 2 4
Inso~ubte Residue, (%} 0.75 max 0,27
C3A, (%) $ max 5
¢02, {%) ** 1.1
Limestone. (%) 5,0 max 2,5
CaC03 in ~imestone, (%) 70 ~in ~
~tional Chemical ReClUlm, ments: Limit Result
Totel ~kali~ (NatO ~uiv ), {%) 0 60 max 0
' ~ ~TM C1~ T~ 1, F~t~e O.
"Net
~fle c~mica{ and ~ r~en~ of ~o ASTM C 150
Quality
GIIImom inifial set. (minute~)
Oillmo~e final set. (minute~)
Comp~llalve $~ngths, (Mpa)
3 dayS
7 day'~
3
7 ~ays
SPECIFIC, ATION~i
Portland
Type 1/11 (LOW ,Nkall)
A,S.T,M C1
Spec. Test
Limit Re, alt
12 max 8
280 rain 365
O.BO max -0.02
45 mm 97'
375 max 97
60 rain 177
600 max 282
7.0 m~n 25.(~
12.0 rain 3'L8
174D rn~n 3715
:)760 rain 4606
NSF/ANSI 61
Jul ~ 05 Ol:51p Moble~-Speed ~1~-G37-3~73 p. 10
6/15/2005
Victor H, Villarreal
TXI Operations, Lp
1341 W. Mockingbird Lane
Dallas, Texas 75247
Project Name: A~I Projects
Product Selected: Daravair~) 1000
Grace Construction Products
W.R Grace & Co - Corm
4323 Crites Street
Houston, TX 77003
713-223-8353
www,graceconstruction.com
Tl~is is to certify that the Daravai~ 1000, a(n) Air-Entraining Agent, as manufactured and supplied by
Grace Construction Products. W.R. Grace & Co. - Corm., is formulated to comply with the Specitications
for Chemical Admixtures for Concrete, ASTM: C260 AASHTO: M154.
OaravairC.) 1000 does not contain cslcium chloride or chloride containing compounds as a functional
ingredient. Chloride ions may be present in trace amounts contributed from the process water used in
manufacturing.
The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached.
Thomas M. Greene
South Western Region Technical Services Manager
3u] ~ 05 01:51p Mobie~ Speed ~14-637 32?3 p.11
6/15/2005
Victor H. Villarreal
TXI Operations. Lp
1341 W, Mockingbird Lane
Dallas, Texas 75247
Project Name: All projects
Product Selected: WRDA® with Hycol®
Grace Construction Products
W.R. Grace & Co. - Corm
432.3 Crites Street
Houston, TX 77003
713-223-8353
www.graceconstruction
This is to certify that the WRDA® with Hycol®, a(n) Water Reducer, as manufactured and supplied by
Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with ~e Specifications
for Chemical Admixtures for Concrete, ASTM: C494, Type A, D AASHTO: M 194. Type A, D.
WRDA® witl~ Hycol® does not contain calcium chloride or chloride containin9 compounds as a functional
ingredient. Chloride ions may bo present in trace amounts contributed from the process water used in
manufactudn§.
The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached
Thomas M. Greene
South Western Region Technical Services Manager