ST0701-SP090817 (04)L. H. LACY COMPANY, Ltd.
P.O. Box 541297
Dallas, TX 75354-1297
Ph . (214)357-0146
Submittal
Job: 5262
SWern Blvd (SCoppeil-Beltiine}
DCM 11A; Blk E
Coppeli, TX
Spec Section No:
Submittal No: 3
Revision No: 0
Sent Date: 8/17/2009
Spec Section Title:
Submittal Title: Concrete Mix Design for Ashlar Contracting
Contractor:
L. H. LACY COMPANY, Ltd.
Halff Associates
Contrac ~ta
p~'oved as submitted
^ Approved as noted
^ Returned for corrections
^ Checked for general compliance
with plans & specifications
~~1? O
Si atu-e Date
Architect's Stamp
Nth ~CADc 50~ ~t;Aa ~61~
N 1X Ica 0 C rjbl i~lEAa 3?1~
i~ IX ACC 0 G Sb~ hlfeAJ S ~3q
N I A 9c 5 0~ ~~ M EAa s2o?
FI1X UGC 0 Cpl 5bI l~f-AJ 532$
~frX acv t G sb2 MEaa 6S~(
N o~ : I ~ not e ~ ¢o-Q `~ ~ ¢. v Jae. ~
stn f i x DES I ~• P ~e~ Q tz~aR.l~
Engineer's Stamp
GCl~~1lIEVVE - NO EXt~PTIpNS NOTED
D VVlTFI NOTED EXCEPTIONS
C7RE,IECTED • REStJ9MIT
~LFF ASSOCIATES, INC.
ENGINEERS rl, SCIENTISTS
n ~~~
Redi-Mbr conaete, LP.
a US Conae6e Company
The Technxal Service Department
11H11 Fast Cer~e Park Blvd.
Desoto, TX 75115
Olfbe: (972) 2245525 x B24
Fax: (972) 2286931
August 5, 2009 RedimfxQC(dluscanaeiecom
www.us-0araete.c~m
To: Ashlar Contracting
Project: Southwestern Blvd, Coppell
RE: Submittal Documents
Enclosed you wilt find the necessary submittal docurrtents for the referenced project above for your review.
Redi-Mix's strength guarantee per ASTM C94 will not be effective unless the field sampling has been done
per ASTM C172 and ASTM C31 and the laboratory testing fully complies with ASTM C39 and ASTM
C1077. Redi-Mix will also guarantee the strength performance ofthe mix designs submitted for a placement
temperature between 40°F and 100°F provided the design plastic properties are not exceeded and the
concrete is placed within 90 minutes of batch time. All concrete should be placed and cured with the
appropriate ACI guidelines and recommendations for hot and cold weather concreting, Hot weather
concreting practices wilt require you to order ice and/or chilled water to meet concrete temperature
specifications. During periods of cold weather, all concrete surfaces should be protected from freezing for at
least the first 24 hours after placement to allow the concrete to attain a compressive strength of 500 psi.
According to AC1304.2R Section 4.2.1 "Placing Concrete by Pumping Methods", the inside diameter of the
hose should be a minimum of 3 times the maximum angular aggregate size of the concrete. (ASTM C33
allows #57LS to have 0%-5% passing the 1.5" sieve and retained on the ]" sieve). It is recommended to
minimize or eliminate the free fall of concrete to avoid loss of air content. Depending on boom
configurations, alterations to the mix design may be required.
We thank you for allowing us to submit these documents for your review. Please copy Redi-Mix with the
approved submittal. The approved submittal allows Redi-Mix to review any notes, comments or exceptions
made by the engineer or owner relating to the specification. Failure to notify us prior to first placement shall
constitute acceptance of the submitted mix designs. Please order by mix number when scheduling concrete
delivery.
We request that you add Redi Miz to the Gst of names receivine conies of testine laboratory
information for this nroiec~ ASTM C94 entitles a manufacturer to receive copies of all test reports when
strength of concrete is used as a basis for acceptance. This information is another tool for Redi-Mix to
review and monitor the quality and performance of the concrete product delivered.
ffyou have any other questions, please do not hesitate to call.
Respectfully,
J~
Daniel H. Jeray
Laboratory Manager
DATE: 08/05/2009
MIX CODE DCAOC504
STRENGTH: 3000 psi @ 28 DAYS
DESCRIPTION DOT CL A AIR
SUBMITTAL NO: 080509S
CLIENT ASHLAR CONTRACTING
PROJECT SOUTHWESTERN BLVD COPPELL
USAGE CLASS A
RediadCot Conaete, L.P.
a US Conaete Company
The Ted~rtlcat Senkce Deparbnent
1001 W. Euless Bhtd.. Surte 1D0
Euless, 7X780.10
office: (817}8354000
Fax (8'17)836.4078
Red'errxQC(c~ts-concrete.com
MATERIAL SOURCE DESCRIPTION WEIGHT
Ib VOLUME
fl'
CEMENT TXt MIDLOTHIAN CEMENT TYPE I/II 470 2.39
FINEAGG. REDIMIXCHATFIELD CONCRETE SAND 1405 8.56
COARSE AGG. MARTIN MARIETTA TROY 1" ROCK 1850 10.82
WATER WATER {30.0 Gal) 250 4.01
ADMIXTURE BASF 322N WATER REDUCER (3.OOfl.ozJ1001b)
ADMIXTURE BASF AIR ENTRAINING AGENT (0.40fl.ozJ1001b)
TOTALS 3975 27.00
Specified Slump : 4.00 +/- 1.00 in Designed Unit Weight : 147.3 Ib/fl'
Specified Air Content : 4.50 +/- 1.50 % Designed w/cm ratio : 0.53
~~ The use of this mix will have an environmental impact of 470 pounds of C02 released into the
atmosphere. Alternatively, if you use an EF Technology mix design, you wit! reduce the amount of C02
E generated, conserve natural resources and reduce the potential pollutants in our environment. "Your
r"t~'°t°~~ Project, Our World"
7hls mix has been designed to meet the requirements of this project based on the Information that was supplied to Redi-Mix Concrete. {I is the responsibilfly of tfu
purchaser to determine whether this mix design meets project spearrcations and is appropriate for the ant~ipated environmental conditions. The specRled strength
guarantee perASTM C94 wB not be effective unless field samprsrg has been done per ASTM C172 artd ASTM C31 and the laboratory fuNy complies xMh ASTM C39
and ASTM C1D77. In the event of limited material availability, substitution of a similar performing material may be required. All substituted materials wip meet the
appropriate ASTM requirements. In order to maintain the required mix volume, weights of individual materials may be varied to accommodate diBerent malarial
specific gravities. Material certifications for substituted materials are avertable upon request.
All Redi-Mix Concrete mix designs are proprietary and canildenttat. The information contained In this submittal is only intended for parties associated with this project
to validate the mix design materials, properties and its performance. Uss of Ibis submittal for other purposes wdhout permission or consent from Redi-Mix Concrete
is strictly prohibited.
t~
DATE: 08/05/2009
MIX CODE DCBOC50'i
STRENGTH: 2000 psi @ 28 DAYS
DESCRIPTION DOT CL B 2000 PSI
SUBMITTAL NO: 080509S
CLIENT ASHLAR CONTRACTING
PROJECT SOUTHWESTERN BLVD COPPELL
USAGE CLASS 6
Redi•Mbc Concrete, LP.
a US Concrete Company
The Teohrrcaf Service Deparhnent
ti~'1 W. Etdess BiYd.. Suite 10D
Euless, TX 78Da0
Office:(&t7)835-4000
Fax (817)835-4076
Red'anixQCrr~us-co ncrete.com
MATERIAL SOURCE DESCRIPTION WEIGHT
1b VOLUME
fl
CEMENT TXt MIDLOTHIAN CEMENT TYPE UII 430 2.19
FINE AGG. REDIM{X CHATFIELD CONCRETE SAND 1550 9.44
COARSE AGG. MARTIN MARIETTA TROY 1"ROCK 1850 10.82
WATER WATER (31.0 Gal) 259 4.14
ADMIXTURE BASF 322N WATER REDUCER (3.OOfl.oz/1001b)
TOTALS 4089 27.00
Specified Slump : 4.OD +/- 1.00 in Designed Unit Weight : 151.4 Iblft'
Specified Air Content : 1.50 +/- 1.50 % Designed w/cm ratio : 0.60
~~1~. The use of this mix will have an environmental impact of 430 pounds of C02 released into the
P~ITw. atmosphere. Alternatively, if you use an EF Technology mix design, you will reduce the amount of C02
generated, conserve natural resources and reduce the potential pollutants in our environment. "Your
T°`t"'°t°~r- Project, Our World"
This mix has been designed to meet the requirements of this projed based on the information that was supplied to Redl-Mix Concrete. II Is the responsiblily of the
purchaser to delermfne whether this mix design meals projed specifications and is appropriate for the anticipated environmental condiHons_ The specified sUength
guarantee per ASTM C94 wiM not be eKectlve unless neM sampling has bean done per ASTM C 172 and ASTM C31 and the laboratory fu9y wmp6es vrilh ASTM C39
and ASTM C1077. In tha overt of limNed material avallabgity, substttutbn of a similar performing material may be requred. All substduted materials w~ meet the
appropriate ASTM requtements. In order to maintaMr the required mix volume, weights of individual materials maybe varied to accornmodate different materiel
specific gravities. Mateda! certincattons for subsUtuled materials ara available upon request
Ag Redi-Mix Concrete mix designs are proprietary and eontidential. The informatbn contained in this submiHal is only intended for parties associated with this projed
to validate the mix design materials, properties and Ns performance. Use of this submittal for other purposes without permission or consent from Redi-Mix Concete
is sirktly prohNriled.
DI-MIX
+~
DATE:
DCCOG504
3600 psi @ 28 DAYS
DOT CL C AIR
080509S
ASHLAR CONTRACTING
SOUTHWESTERN BLVD COPPELL
CLASS C STRUCTURES
ReditJ6x Conotete, lP.
a US Conaste Company
The Tedinical Service Deparbnrmt
t001 VN Euless Btvd_, Suite 1D0
Euless, TX76Da0
office: (StT)8354000
Pax: (81n 835.4448
R e d imixQ C f ice' co n crate. com
MIX CODE
STRENGTH:
DESCRIPTION
SUBMITTAL NO:
CLIENT
PROJECT
USAGE
MATERIAL SOURCE DESCRIPTION WEIGHT
Ib VOLUME
fN
CEMENT TXI MIDLOTHIAN CEMENT TYPE I/il 564 2.87
FINE AGG_ REDIMIX CHATFIELD CONCRETE SAND 1318 8.03
COARSE AGG. MARTIN MARIETTA TROY 1" ROCK 1850 10.82
WATER WATER (30.4 Gal} 254 4.06
ADMIXTURE BASF 322N WATER REDUCER (3.OOfi_oz11001b)
ADMIXTURE BASF AIR ENTRAINING AGENT (0.40 f1.oz11001b)
TOTALS 3986 27.00
Specified Slump : 4.00 +/- 1.00 in Designed Unit Weight : 147.6 Ib/ft'
Specified Air Content : 4.50 +/- 1.50 % Designed w/cm ratio : 0.45
~'1~ The use of this mix will have an environmental impact of 564 pounds of C02 released into the
~j~rA• atmasphere. Alternatively, if you use an EF Technology mix design, you will reduce the amount of C02
generated, conserve natural resources and reduce the potential pollutants in our environment. "Your
T"'"'°'°~~ Project, Our World"
This mix has been designed to meet the requirements of this project based on the information that was supplied to Redi-Mix Concrete. H is the responsibility of the
purchaser to deterrnlne whether this mot design meets project specifications end is appropriate for the anticipated environmental conditions. The specified strength
guarantee per ASTM C94 will not be eNedive unless field sampling has been done perASTM C172 end ASTM C31 and the laboratory fogy compBes with ASTM C39
and ASTM C1077. Irt the event of limited material avai(abiRy, substitution of a similar performing material may be required. Ag substituted materials wfM meet the
appropriate ASTM requirements. In order to maintain the required mix volume, weights of individual materials may be varied to accommodate diHerenl material
specific gravities. Material certifications for substituted materials are available upon request
All Redi-Mix Concrete mix designs are proprfietary and confidential The infonnatfon txntained in this wbmittal is only intended for parties associated with This project
to validate the mix design materials, properties and its performance Use of This submittal for other purposes without permission or consent from Redi-Mix Contxete
is sUfdfy prohibited
_~_1r.
eoNCR~
DATE: o6ro5/2oos
MIX CODE DCSOH504
STRENGTH: 4000 psi @ 28 DAYS
DESCRIPTION DOT CL S AIR
SUBMITTAL NO: 080509S
CLIENT ASHLAR CONTRACTING
PROJECT SOUTHWE57ERN BLVD COPPELL
USAGE CLASS S PAVING
Redi.Nroc Concrete, L.P.
a US Concrete Company
The Technical Service Deparhnent
umi uu. Euless ehra., suite goo
Erdess, TX 78040
Offioe: (817)[335+7000
Farc (877}835.4078
Re d'+mbcQCQuaco mete com
MATERIAL 50URCE DESCRIPTION WEIGHT
Ib VOLUME
ft
CEMENT TXI MIDLOTHIAN CEMENT TYPE I/lt 611 3. f 1
FINE AGG. REDIMIX CHATFIELD CONCRETE SAND 1266 7.71
COARSE AGG. MARTIN MARIETTA TROY 1" ROCK 1850 10.82
WATER WATER (31.0 Gal) 259 4.14
ADMIXTURE BASF 322N WATER REDUCER (3.OOtl.ozit001b)
ADMIXTURE BASF AIR ENTRAINING AGENT (0.40 fl.ozl1001b)
TOTAlS 3986 27.00
Specified Slump : 4.00 +/- 1.00 in Designed Unit Weight : 147.6 Ib/it'
Specified Air Content : 4.50 +/- 1.50 °!o Designed wlcm ratio : 0.42
~~~ The use of this mix will have an environmental impact of 611 pounds of C02 released into the
atmosphere. Alternatively, if you use an EF Technology mix design, you will reduce the amount of C02
generated, conserve natural resources and reduce the potential pollutants in our environment. "Your
T°`~"°'°~'- Project, Our World"
This mbt fuss been designed fo meet Iha requrements o! this prejed based on the informatbn Ihat was supplied to Redi-Mix Concrete. It is the responsbility or the
purchaser to detemrine whether this mix design meals projed specifleatlons end is appropriate for the anlicipafed environmental condilions. The specked strength
guataMae per ASTM C94 w19 not be eftectNa unless held sampYng has been done par ASTM 6172 and ASTM C31 and the laboratory tally complies with ASTM C39
and ASTM C 1077. In the event of Ikniled material availebilay, subsGtulbn or a similar perforrnfng material may be required. A11 substituted materials will meet the
appropriate ASTM requirements. In order to maintain the required mix volume, weights of individual matariafs may be varied to accommodate different material
specific gravtt[BS. Material ceAiflcatbns for substituted materials eta available upon request.
All Redi-Mix Concrete mix designs are ptapdetary and conRdentlal. Tha intormatfon coMeq~ed fn this submittal to only intended for parties aasodated with this projad
to validate the mix design materiels, properttes and its performance Usa of this submittal for other purposes without permission or consent hom Redf-Mix Concrete
is sukty prohibited.
tit ~: - -
Ct7NCt~ETE
DATE: 08105!2009
MiX CODE DCCOG507
STRENGTH: 3600 psi Q 28 DAYS
DESCRIPTION DOT CL C PIERS
SUBMITTAL NO: 080509S
CLIENT ASHLAR CONTRACTING
PROJECT SOUTHWESTERN BLVD COPPELL
USAGE CLASS C PIERS
Reds-tufix Conotete, l~f'.
a US Canaete Company
The TechrticalSerace Oeparlment
1D01 W. Euless Bivd., Sude 1Da
Euless, TX78Dg0
t~fHce: t81~t0
Fax (817) 83<r4U78
Red'cnixQC~eoncrete.com
MATERIAL SOURCE DESCRIPTION WEIGHT
Ib VOLUME
iN
CEMENT TXI MIDLOTHIAN CEMENT TYPE Ill[ 564 2.87
FINE AGG. REDiMIX CHATFIELD CONCRETE SAND 1451 8.84
COARSE AGG. MARTIN MARIETTA TROY 1" ROCK 1850 10.82
WATER WATER (30.4 Gal) 254 4.06
ADMIXTURE BASF 322N WATER REDUCER (4.OOfi.oz11001b)
TOTALS 4119 27.00
Specified Slump : 6.00 +/- i.00 in Designed Unit Weight : 152.6 Ib/R'
Specified Air Content : 1.50 +!- 1.50 °~ Designed w/cm ratio : 0.45
The use of this mix will have an environmental impact of 564 pounds of C02 released into the
atmosphere. Alternatively, if you use an EF Technology mix design, you will reduce the amount of C02
generated, conserve natural resources and reduce the potential pollutants in our environment. "Your
T"i"'°~°S'r~ Project, Our World"
This mIx has been designed to meet the requkements of this project based on the information that was supplied fo Redi-Miu Concrete. It is the responsibility of the
purchaser to determine whether Ihis mbr design meets project specfications and is appropriate for the antkipated environmental eondHions. The sper~ed sUength
guarantee per ASTM C94 will nor be eReclive unless field sampling has been done per ASTM C 172 and ASTM C31 and the laboratory fully complies with ASTM C39
and ASTM C7077. In the event of limited materfai availebllily, substitution of a sbndar performing material may be required. All substituted materiels wGl meet the
appropriate A5TM requlremenls. In order to maintain the requ'ued mix volume, wetghls of Individual materials may be vaded to accommodate diRerant material
specific gravities. Material certifications for substituted materials are available upon request.
All RedFMlx Concrete mix designs are propdetary and conOdential. The iMomralion contained in this submiHal is only intended for parties assoaated with this project
to validate the mix design materials, propeNes and its performance Use or this submittal for other purposes without permission a wnsenl from Redi•Mix Concrete
Is strictly prohiblled_
CONCRETE
DATE: 08/05/2009
MIX CODE DCU1G502
STRENGTH: 3600 psi aQ 28 DAYS
DESCRIPTION DOT CL SS PIERS
SUBMITTAL NO: 080509S
CLIENT ASHLAR CONTRACTING
PROJECT SOUTHWESTERN BLVD COPPELL
USAGE CtASS SS PIERS
Redi-Wroc Concrete, LP.
a US Concrete Company
The Tedhnical Service Deparbnent
10tH !N. Euless 6hrd., Surte 100
Euless, TX 78040
OfFee: (617)8354000
f etc (617)85,5-4[I78
R e d imixt2 C @us co n crate. c om
MATERIAL SOURCE DESCRIPTION WEIGHT
lb VOLUME
fN
CEMENT TXi MIDLOTHIAN CEMENT TYPE UII 658 3.35
FINE AGG. REDIMIX CHATFIELD CONCRETE SAND 1360 8.29
COARSE AGG. MARTIN MARIETTA TROY 1" ROCK 1850 10.82
WATER WATER (31_p Gai) 259 4.14
ADMIXTURE BASF MIDRANGE WATER (6.OOfl.oz/1001b)
TOTALS 4 t 27 27.00
Specified Siump : 6.00 +/- 1.00 in Desgned Unit Weight : f 52.8 Iblfl'
Specified Air Content : 1.50 +/- 1.50 % Designed w/cm ratio : 0.39
The use of this mix will have an environmental impact of 658 pounds of C02 released into the
atmosphere. Aftematively, if you use an EF Technology mix design, you will reduce the amount of C02
E generated, conserve natural resources and reduce the potential pollutants in our environment. "Your
r"i'"°l°g"~ Project, Our World"
This mix has been designed to meet the requirements of this project based on the iMormalion that was supplied to Redi-Mix Concrete. H is the responsibility of the
purchaser to determine whether This mix desgn meets projed apecihcations and is appropriate for the anllcipated environmental wnd~lions The specified strength
guarantee per ASTM C94 wiN not be efleclive unless field sampt&tg has been done per ASTM C172 and ASTM C31 end the ~boratary fully complies with ASTM C39
and ASTM C1077_ In the event of tlmried material avallabllity, subsUtulbn of a sknilar performing material may be required- All substituted materials wtM meet the
appropriate ASTM requirements In order to maintain the required mix volume, weights of individual materials may be varied to accommodate different material
specific gravities. Material certiikations for substituted materials are available upon request.
All Redi•Mix Conwete mix designs are proprietary and cardidenllal. The lnfomwtWn contained In this submittal is only intended for parties associated with Ihis projeG
to validate the mix design materials, properties and its peRormartce. Use of >h~ sulaniltat for dher purposes without pennlssion or consent from Redi-Mbr Concrete
is strictly prohibited.
ACI-318 STATISTICAL ANALYSIS
MIX DCAOC504
MAX 91 82 5.00 4840 5725 1995 5.1
MIN 52 37 3.00 2480 3500 515 3.9
No. 30 30 30 30 30 30 30
MEAN 74 68 4.22 3435 4698 1264 4.3
SD ~ 9.0 9.0 0.66 610 683 378 0.3
Cov% 12.2 13.2 15.7 17.8 14.5 29.9 7.4
DATE ~ CONC AiR 3D 7D 28D 7-28 Air %
YY-MM-DD TEMP TEMP SLMP STR. STR. STR. GAIN
61
75 54 5.00+
72 S
OOr 3940 5390 1450 3.9
68 .
68 5.00+ 3870
3090 4390
4910 520
1820 4.0
4.1
79 66 S.OOS 2820 3970 1150 4.0
81
84 68 S.OOr
72 3
50 2830
3920 3620
5 790 4.0
66 .
61 4.00
2980 115
4030 1195
1050 4.5
4.5
66 61 4.50 2740 3750 1010 4.3
73 64 4.00 2880 -3590 620 4.5
72 75 4.50 3300 4955 1655 4.0
91 81 3.50 3830 4985 1155 4.5
79 81 5.00 2120 3835 1115 4.2
88 82 4.00 2130 4725 t1995 4.5
73 68 4.00 3030 4090 1060 4.0
73
73 66 5.00 +
68 4
50 2480
2690 3590 1110 4.3
75 .
70 5.00
3230 4255
4025 1565
795 4.3
4.3
90 77 3.25 4060 X5725 1665 5.1
79 72 3.00 - 4020 5215 1195 4.3
79 72 4.00 3890 5320 1430 4.3
75 72 4.00 3620 4915 1295 4.5
79 73 3.00 3230 4670 1440 4.3
75 66 4.00 3880 5510 1630 4.5
72 64 4.50 4330 5605 1275 4.0
52 37 4.00 4260 5370 1110 5.0
73 64 4.00 3030 4600 1570 S.1
81 63 3.00 - t 4840 5355 - 515 4.6
81 64 5.00* 4020 5565 1545 4.2
Page 1
MIX DCBOC501
ACI 318 STATISTICAL ANALYSIS DATES
MAX J 85 79 5.50 3280 4410 4430 1490
MIN ( 72 71 4.00 2010 3250 4430 760
N0. J 10 5 10 10 10 1 10
MEANT 76 74 4.95 2571 3713 4430 1142
So J 9.0 8.0 O.S9 496 437 235
COV%J 10.5 10.0 11.9 19.3 11.8 20.6
DATE J CONC AIR 7D 28D 56D 7-28
YY-MM-DD Ticket REPORT ~J TEMP TEMP SLMP STR. STR. STR, GAIN
2008-10-20 88044751 00000504 J 75 79 5.25 3280 4410 1130
2008-10-20 70000607 00000224 I 75 72 4.00 3190 4395 4430 1205
2008-11-12 60020388 00000764 J 73 5.50 2315 3310 995
2008-11-19 62011206 00000637 ( 73 71 4.00 2070 3540 1470
2009-02-20 60021237 00000472 J 73 5.25 2905 3665 760
2009-02-20 62011319 00000637 J 73 74 4.50 2010 3500 1490
2009-03-04 28040635 00000843 J 81 5.50 2085 3250 1165
2009-03-04 60022453 00000659 J 85 5.00 2140 3267 1127
2009-04-24 88055793 00000550 I 72 73 5.00 2820 4055 1235
2009-05-12 60025603 00000764 I 82 5.50 2890 3735 845
Page 1
MIX DCCOG504
ACI-318 STATISTICAL ANALYSIS
MAX 81 75 5.25 3120 6120 6550 2150 6.2
MIN 59 32 1.00 2790 3350 4090 -45 3.5
No. 30 27 30 2 30 30 30 30
MEAN 70 58 4.20 2955 4160 5339 1179 4.5
SD 7.0 11.0 0.9b 233 603 740 468 0.7
COV% 10.0 19.0 22.9 7.9 14.5 13.9 39.6 14.7
DATE CONC AIR 3D 7D 280 7-28 Air 96
I
YY-MM-OD TEMP TEMP SLMP STR. STR. STR. GAIN
81 72 5.00 3790 4615 825 4.1
70 55 5.00 6120 6075 -45 5.7
75 55 4.00 3680 4480 800 4.9
75 61 4.00 3880 4940 1060 4.8
75 46 5.00 4400 6550 2150 5.5
70 SO 4.00 4360 5220 860 4.4
64 55 4.50 4300 5100 800 4.5
72 63 4.00 3760 4600 840 4.5
75 70 4.50 3500 4410 910 4.3
68 63 4.00 4010 5705 1695 3.7
fi4 32 5.00 4830 6455 1625 3.5
64 32 4.00 5060 6375 1315 3.9
59 45 4.50 3560 5180 1620 6.2
68 54 4.00 4850 6440 1590 4.5
64 54 4.00 4920 6280 1360 5.1
68 54 5.00 4370 5920 1550 4.8
66 2.00 4195 5820 1625 4.6
79 72 4.50 4790 6445 1655 3.5
79 72 4.00 3800 5385 1585 4.8
70 66 1.00 4395 5425 1030 3.9
81 75 4.00 4260 5155 895 3.6
72 50 5.00 4000 5590 1590 4.7
61 54 5.00 3350 4885 1535 4.4
59 61 3.25 4170 4760 590 4.0
64 66 5.25 3400 4125 725 3.8
64 64 5.00 3530 4090 560 5.0
61 4.25 3120 4140 5070 930 4.5
72 4.75 2790 3485 4615 1130 5.4
77 66 2.50 4060 5620 1560 5.0
Page 1
MIX DCSOH504
MAX I 90 81 5.25 3150 6120 6280 1915 6.5
MIN I 59 45 2.00 2790 3485 4595 -45 4.5
No. ( 30 27 30 3 30 30 30 30
MEANI 76 65 4.32 3020 4193 5207 1014 5.1
SD I 9.0 11.0 0.69 200 569 493 460 0.5
CoV961 11.8 16.9 15.9 6.6 13.6 9.5 45.4 10.7
DATE I CONC AIR 3D 7D 28R 7-28 Air %
YY-MM-DD REPORT #I TEMP TEMP SLMP STR. STR. STR. GAIN
2008-10-29 00001454 I 81 70 4.00 4560 4890 330 4.9
2008-10-29 00001454 I 84 73 4.00 3990 4595 605 5.1
2008-10-31 00001439 l 79 77 3.75 3150 4260 5630 1370 5.2
2008-11-03 00001278 I 81 66 5.00 3930 4895 965 4,6
2008-11-03 00001278 I 84 72 5.00 3990 4745 755 4.9
2008-11-03 00001278 I 88 81 4.00 3780 4820 1040 4.7
2008-11-04 00001278 I 84 75 5.00 3840 4710 870 4.9
2008-11-04 00001278 I 90 81 4.00 3890 4700 810 4.8
2008-11-05 OOOOlZ78 I 90 75 4.00 4020 4985 965 4.8
2008-11-05 00001278 I 88 79 4.00 3760 4810 1050 4.5
2008-11-05 00001278 I 84 73 4.50 3860 4785 925 5.0
2008-11-05 00001278 I 84 75 4.50 3940 4880 940 4.9
2008-11-07 00001517 I 75 70 5.00 4110 6025 1915 6.5
2008-11-10 00001531 I 63 61 3.00 4120 5575 1455 4.5
2008-11-13 00001581 ( 70 55 5.00 6120 6075 -45 5.7
2008-11-13 00001581 I 84 70 4.00 3970 5030 1060 6.0
2008-11-19 00001791 I 75 61 4.00 3880 4940 1060 4.8
2008-11-20 00001781 I 70 48 4.75 5400 5495 95 5.2
2008-11-20 00001782 I 7Z 50 5.25 4740 5460 720 5.8
2008-11-ZO 00001783 J 75 50 5.00 5100 5605 505 5.7
2008-11-Z5 00001793 I 64 55 4.50 4300 5100 800 4.5
2008-11-25 00001794 I 72 63 4.00 3760 4600 840 4.5
2008-12-05 00001642 I 59 45 4.50 3560 5180 1620 6.2
2008-12-08 00001597 I 64 54 4.00 4920 6280 1360 5.1
2008-12-08 00001597 I 68 54 5.00 4370 5920 1550 4.8
2008-12-18 00001597 I 66 2.00 4195 5820 1625 4.6
2008-12-19 00002090 ( 79 72 4.00 3800 5385 1585 4.8
2009-01-07 00002025 I 72 50 5.00 4000 5590 1590 4.7
2009-02-02 00002023 I 61 4.25 3120 4140 5070 930 4.5
2009-02-03 00002189 I 72 4.75 2790 3485 4615 1130 5.4
Page 1
Mix DccOc501
ACI 318 STATISTICAL ANALYSIS DATES
MAx I 88 79 7.00 6120 6550 7790 2340
MIN I 63 32 5.00 2880 4377 4940 -45
No, I 30 30 30 30 30 8 30
MEAN{ 75 63 5.41 4012 5328 6259 1316
SD ( 7.0 11.0 0.66 628 665 921 490
Cov%I 9.3 17.5 12.2 15.7 12.5 14.7 37.2
DATE { CONC AIR 7D 28D 56D 7-28
YY-MM-DD Ticket REPORT #{ TEMP TEMP SLMP STR. STR. STR. GAIN
2008-10-23 60045870 00001439 ~ 75 63 5.00 3640 5070 1430
2008-10-24 59035003 00001511 { 68 61 6.00 3370 4525 1155
2008-10-24 63019536 00001439 I 72 52 5.00 3780 4650 870
2008-10-28 63019597 00001602 { 84 70 5.50 3650 4945 1295
2008-LO-31 74084608 00001439 I 84 75 6.25 3100 4710 1610
2008-11-03 71124995 00002120 { 73 61 5.00 4530 5700 1170
2008-11-03 71125009 00002121 I 77 68 5.00 4020 5335 1315
2008-11-03 71125041 00002122 I 79 73 5.00 5000 5955 955
2008-11-03 88069502 00001278 { 81 66 5.00 3930 4895 965
2008-11-03 88069524 00001278 { 84 72 5.00 3990 4745 755
2008-11-04 71125073 00002123 I 73 61 5.00 4160 5805 1645
200$-11-04 71125106 00002124 I 73 72 5.00 4170 5400 1230
2008-11-04 71125118 00002125 I 75 73 5.00 4710 5820 1110
2008-11-04 88069586 00001278 I 89 75 5.00 3840 4710 870
2008-11-04 88064602 00001278 I 88 79 5.00 3530 4425 895
2008-11-07 13626420 00001517 { 79 64 5.50 3410 4825 5110 1415
2008-11-07 13626472 00001517 { 75 70 S.00 4110 6025 5950 1915
2008-11-07 59036087 00001517 ( 75 70 7.00 3490 4795 4940 1305
2008-11-10 65008162 00001439 I 63 61 6.50 4040 5230 1190
2008-11-12 88069837 00001506 { 79 70 5.00 3840 4850 1010
2008-11-12 88069850 00001506 I 81 72 5.00 3790 4615 825
2008-11-13 13626588 00001581 I 70 55 5.00 6120 6075 6640 -45
2008-11-17 71125757 00002149 { 68 55 5.00 3420 5360 1940
2008-IZ-21 20917702 00001597 I 75 46 5.00 4400 6550 6540 2150
2008-11-24 20917713 00001597 I 66 70 6.00 4410 5765 6410 1355
2008-11-26 71126353 00001796 { 72 64 6.50 2880 4377 1497
2008-12-04 13627968 00001597 { 64 32 5.00 4830 6455 7790 1625
2008-12-04 13627995 00001597 ( 66 32 6.00 3930 5535 6690 1605
200$-12-05 13628253 00001665 { 70 61 7.00 4200 6540 2340
2008-12-05 13628254 00001666 I 70 61 5.00 4080 6160 2080
Page 1
MIX DCU1G502
ACI 318 STATISTICAL ANALYSIS DATES
MAX I
MIN I
NO. I
MEANI
5D I
cov%I
DATE I
YY-MM-DD Ticket REPORT #I
2009-02-23 25034171 00001771 I
2009-03-20 25044638 00002765 I
2009-03-27 25047017 00002780
2009-04-07 25051954 00002662 I
2009-04-08 25052639 00002663 I
2009-04-14 25055217 00002668 I
2009-04-20 25057246 00002800 I
2009-04-Z3 25059642 00002719 I
2009-04-24 25059836 00002720 I
2009-04-24 25059857 00002721 I
2009-04-24 25060441 00002722 I
84 81 5.50 5950
70 55 4.75 4220
11 11 11 it
76 67 5.59 5036
5.0 8.0 0.23 574
6.6 11.9 4.5 11.4
CONC AIR 7D
TEMP TEMP SLMP STR.
70 55 6.50 4340
75 70 5.00 5410
77 72 4.75 5350
70 64 5.00 5060
73 64 5.00 5470
70 63 5.00 5530
84 75 6.50 4810
79 81 5,00 4220
79 61 5.00 5950
79 57 5.25 4990
82 70 5.00 4270
7805 7330 2160
5520 7260 420
11 2 11
6541 7295 1504
627 50 445
9.6 0.7 29.6
28D 56D 7-28
STR. STR. GAIN
5520 7260 1180
5830 420
6865 7330 1515
6505 1445
6975 1505
7035 1505
6305 1495
6380 2160
7805 1855
6585 1595
6140 1870
Page 1
P1AR-11-2009 07 ~ 47 A[i TX I AC LAB 972 647 4998 P, 02/02
MIDLOTHIAN (;TM)cNT
Z45 Ward Road - Midlothian, Texas 1bOb5
SPECIFICAT10N3
Portland Cement
Type IlII (i.ow Alkatl}
AS.T.M C150-O7
Spea. Test Spec. Teat
Chemical Regufrementa: Llmlt Result Physical Requirements: Llmlt Result
Air Conte»t. Volume, (%} 12 max 8
AI203, (%) B.0 max A.4 Average Fineness (Blaine), (m2/kg) 280 min 364
Fe203, (%} 8,0 max 3.7 420 max 0.00
MgO, (~) 8.0 max 1.3 Autoclave Expansion, {%) 0.90 max -0.07
503, (%} 3.0 max 2.7
Loss on Ignition, (~°) 3.0 max 0.8 Time of Setting:
Insoluble Residue, (°~) 0.T5 max 0.18 Vicat irlitisl set, minutes 45 min 105
C3A, (%) 8 max 5 375 max toy
Limestone, (%) 5.0 max 0.0 Compressive strengths, (Mpa)
CaC03 in limestone, (%) 70 min 3 days 12.0 min 25.4
C3S + 4,75(C3A) 100 max 87 7 days t8.0 min 30,9
$psc. Test Compressive strengths, (psi)
p~tianal Chemical Requirements: Llmlt Result 3 days
., 1740 min 3678
Total Alkalies (Na20 equiv.), (%} 0.80 max 0.53 7 days 2760 min 4476
Heat of Hydration 7 Oaya3 ICeIlU11f kJlkg ? '" 8?1348
"7eat result represents most recent value end Is provided for information only.
We certify that the above described cement, at the time of shipment, meets
the chemical and physical requirements df the ASTM C 150 speafication.
Cement with a product coda 4847G was manufactured using Linker from a dry
process kiln with NOx emissio s no grea ts then 1.7 pounds per ton of clinker.
Jeff W lily Services Manager ~~ ~
Certifie
NSFlAN d to
Sf 81
Jul 27 09 04:02p
Jul-14-09 09:35ait Fram-
Rh+rta MRtAetta featerlsis
C,~uality Test Repart
Plant a711s-rwnn ~rov
Product 511-A57Conrreteligg
Speclfieatfon 7XDOT 41b7 (42i-Crs)
Sample No 1780033063
Date Sampled 07/0612009 089
pet$ t:empletld 07/0812009 08:29
sampled By Don MciCaln
Tested By Don MclCain
Type Shipping
Methal Lid-OUl F80e
I,ocaNotr NT Wash Plant
Process Loader
Ledpe
Miler
Sample Infnnnatiort
Test Noce
Gradation Results
p.l
Weather
Temp
SpUe Sstnpla[]
llavamprap
Boretiolo
Caplh ToplBopom
T-89Z P. 04/DT F-975
Sequence
cone
unit #tolst etsss ory Maas wrasr~ 6+laas Rloialwe °~, vuasb wee ~ Procedure
$ 22284.00 27802.W 21790.00 1.7 0.3
Cem Mass lad Yi
Slave Hasa Retained RetAlaPd RBlaO~ad ~6l8aWned '~4 P aseteg l;srpet SpaeincaNon CommaM
_
1 ill" {37.6mm) 0.0 0.4 0.0 0.0 100.0 100-100
,~ {?5mm) 478.0 478.0 2.2 2.2 9T.8 98.100 95-100
718° {22.4mm}
Ala"(ismm) drai.o 6zasu a,.7 2s.s 7s.~
s1S' (tsmm)
412" (12.5mm} 9092.0 14331.0 41.5 854 34.8 30.45 2bti0
318"(9-5mm) 3910.0 18261.0 ,7.9 83.3 16.7
#4 i4-75mm) 3089.0 21340.0 14., 874 2.6 2-8 0-10
i7S (2.36trtrit) 310.0 21&50.0 1.4 98.8 1.2 03 0-5
#~00 (75um)
PAN (gum) 140.0 21790.0 0.64 100.00 0.00
ether Test Results
TeatNanw Data Basalt Vnlt 7argat SpACNkAt1oR Coetrwnt
Proceduro t.ab Tesrod By
.~00 gym) 071aB12009 0829 0.51 °d'
von aaaca~ -
^~,~'~~ ~~u,t4~~
qy~p~ O7J14IL009 09:10 0.9 (~~ UU
Oon MtlCain
tA~Slpn 07/14l200909.h0 23 AO
pen MrXain
Svwlaness tM930s) o7n~+xons o~,0 8
Dona
saundra-ssWaSO4) o~n412009OO:,o 2 1a
Don MdCain
~qp Mett1G Mirl41la +.Ina
Jul 27 09 O4:02p
Jul-14-08 06:35an Fraa-
T-681 P.05/07 P-OP5
Quaiiiy Test Report
Otf~er Tit Results
,~~~ ~~ paES Ran+it Una Ta(go! SAaelAentlon Comment
P[aCOdY/e 1Jb T~~+~
SPQR (SSD) 07l14R009 08:10 2.737 _ _ _ .. _.,_._
Total Muiahne o7roa~xooa oa:ze 1.06 96
tJorthTmy ooRNidCaTn
p.2
~~ MsRin ti/atirtpt Mal4riili, ktG.
~~+'
VLIY~~LI~
REDI-MIX TECHNICAL SERVICES LABORATORY
SIEVE ANALYSIS RESULTS
Plant: REDI-MIX CONCRETE, Chatfield Pit
Product: Fine Aggregate, ASTM C33 Section 5
Date Sampled: 3/24/09
Date Tested: 3/26/09
Tested by: JC
Percents e SPEC'S
Sieve mm %Ret %Pass -
11/2 38.90 0 100 -
1 25.40 0 900
3/4" ?9.00 0 900 100
1/2" 92.70 0 100 100
3/8" 9.59 0 900 100
114 4.76 1 99 95-100
#8 2.38 20 80 80-100
#96 1.99 35 65 50-85
1130 0.60 49 52 25-60
#50 0.30 86 14 5-30
#100 0.15 98 2 0-10
Pan 100 0 -
#200 Decanf 0.07 - 1 0-3
FM 2.9 2.3-3.i
ABS% 0.6
S.G. 2.65
Technical Services Manager
Jan 23 D9 10:51a Zach Grimes
The Chemical Company
January 23, 2009
Project. US Concrete/Redi-Mix
Project focation:•DFVII
Certificate of Conformance
PozzalithO 300 R
BASF Constructon Chemicals, LLC' Admixture far Concrete
8173791048 p.1
('Prevbusly doing business as BASF Admixtures, fna and prior to that as Degussa Admixtures, Ina and Master
Builders, Inc.y
i, Richard Hubbard, Sr. Technipl Marketing Specialist for BASF Construction Chemicals, LLC ,Cleveland,
Ohio,certify.
That Poaolith 300 R is a BASF Construction Chemipls, LLC Set Retarding Admixture for concrete; and
That no glc~um chloride or chloride based ingredient is used in the manufacture of Poa_olllh 300 R; and
That Ponolith 300 R. based on the chlorides ariginatin~ trom alt the ingredients used in its manufacture, contributes
less than 0.0002 percent (2.0 pm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg
(1 fiuld ounce per 100 pounrts~of cement; and
That Poaolith 30D R meets the requirements for a Type B, Retarding and Type D, Water-Reduang and Retarding
Admixture specified fn ASTM C 494, Corps of 5ngineers' CRD-C 87 and AASHTO M194, the Standani
Specifications far Chemical Admixtures for Concrete.
Richard Hubbard
Sr, Technical Marketing Specialist BASF Construction Chemicals, LLC
BASF construction Chemicals, LLC Master
23700 ~h~yr~m SoWvard
Cleveland, ~N 44122 ~~t~er.S
21& 8:i9-75dD ph
vvww.masterbu klers.com Admixture Solutions
Jan 23 09 11:O2a
Wednesday, January 21, 2009 8:59 AM
. ~~~~
The Chernical Company
Januc+ry 21, 21x14
Project: fiedi-117ix11l.S Conproto
Project locatbn: UF'VII Brea
Certificate of Confornrnncc
Por1v}ith®322 N
BASt~ Conswciton Chemicals, LLC Admlxltrrc for Concrete
('Pnsvrausly doing bu9lneas es BASF Adrruxlurea, Ina, end priorbD that es Daguxrn Artmbttur es, inc. and Master
BuAdors, InG•)
t, F:ICAnrtl Hutlpartl, Sr.TBChlrlral Mslrketln~ SpCClap9tforBASF Constructlon Glxtmlcals, LLC, Cleveland,
Ohiocertify.
That Paz~oNth 322 N is a BASF Consw~~lion Chemlclla, t I,.C VNatei-ltedueinq AdmixWro for concrete: eMl
Thal no calcium eFdoride nr chloride tlBSed ingfedient is used in tho martulaclure of PoLtalith 322 N; and
That Pozzolittl 322 N, based on tttp dltortdes orfglnating from taA the ingrodlant8 used in its nx~rluf~strlrrl, GonMtxltes
less than 4.00424 porcont (2.1 ppm) Chloride ions by weight of tt19 cement rotten used et tho rAtts of 65 mL per 100
krJ (1 fluid ounce per 104 pounds) of nomont: and
Tfrat Da~lith 3;C2 N rrleet8 the requirernents fnr a'Ij+pp A, Water-Reducing Admixture spodffed In A57M C 494,
Corps of Engineers' CRD-C 6T sin AA5HT0 M199, the Standard SpecifireUOns for Chelnir:al Atlm'ixtures for
Ctlr:crate.
Richard Hubbeid
Sr. Tec}mlcal Marketing SpednU4t BA51" Construc!]ort Chernieekc, LLC
BASFConatrucflon ChQrnicat,, ta.c ]~1/~r~Ste>r'
23TOD Chagrin t3oulvard
Cloveiand, t7! 14f1122
21 B 0.39 7500 (1Fi BUf ~C~CI'S
wwwmastarburldeat.rxm Admixtun: sotutJorrs
p.2
Jan 23 09 11:02a
Wednesday, .lar+sregr 21, 2008 S:ss AM
~~~
'The Chernit~l Company
.rariuary 27 ,2008
PrpjeCt: Red)-Mbdt1S oriCreies
Project inc-ation: D area
Cartificnte of cesrs6armence
Mt3•A1:"' 9i7
BASF Constnx~n ChertuceJs, LLC' Air-Enirafning Adm'bctuce far Concxele
(('Pproviousty doing 6uoinssea ue I3A$F Adm6ctures, Esc. end prior to tiMt en Degueap Adrnixturee, lno. and Heeler
bUildere, trsG)
t, RICItUlYi Nubha~d, SG T8Ct1r11C2I [+Aariceung 5pedetlst Tcrt311St CsxisltuCHpn CtsernlGalS, LLC , Ctnveland,
Ohio certtTy:
~„~..~~--mod
Ric~~ant Hu[>bard
Sr. 7oChnicat Marhptasg Si-edaNst BASF CdtlsOn~on Chemicals, LLC
t3ASF Cons6uctlon Chemluk, u~ MaS~r
237t?D n t3ouNnsd
Cicvdan OH 44122 ~U1~~CrS
296639- Qh
s!wiw ders.ootn Admbdurosol~ttons
p.i
Jan 23 09 11:O2a
Wednesday, January 21, 2009 8:59 AM
9~
late Chemical Corrtpany
January 2.1, ZOD9
Project: Rtxfi•MiX/US Conaetn
Project fota6on: DFW area
Certifit:rete of t^.onformanexs
r~tyyFFttocdi.O 1020
AA~F Conslrucbnn Chornlcals. LLC' /ldmixhxe frx Concrete
('Nra+,tou~ty doing twuinese r+s BR5F Adrnixturess. lno. and prwr to that ns r7egussa Admixttrrt:s, [nc, arxl lu6ssinr
13uliders, Inc.j
I. Rit~tani Huttbard, Sr. TeChniral Marketlng 5peciafittttor BASF ConsUuclion Chomicals, LLC , CltwClartd,
~t t'olyHeed 1020 is a AASF Cortsinuiiort Chomicats, LLC Mid•Rango Weter-Reducing Admixture frx croncreta;
That na t:dleaurn chloride or chloride busexf Ingredient is used in tho manuFaduns of Polytioed 1020; and
thaf Pdyt•ieed 1020, based on the Chtarides origineltng irom ail the ingrodlents used in its manufacture, corrtribuftsS
less than 0.00014 percent (1.4 ppm) chlorkie tons by wedgM of tho cemerN when usad at the rates of {i.5 ml per 100
k9 {1 fluid otmce per 100 pounds3 eN cement; and
That, dePemding on ltte dosages u.5ext, PdyFteed 1020 meets the requirethents far o 7~+pe A. Wafer-Redudng and
Tyyppe F, water-Reducing, High Range Admixlura speciRed In A57M C 494, Corps of Enpinee~' CRC)-C D7 and
AASI iT0 M194, then Standard 3petaticaNons for Chemical Admlxhuos for Concrete.
~~~~~~
Richard Hubbard
Sr. Technical Marketing Spoclalist BASF ConslrucJlon Chemicals, LI.C
BA$P CeutsirueBexe chemicals. t.te MaS~~~'
asd H~'I~ td
Y1t3 838.7300 ph U~~~~~~
www.masterbu ldees.eam Admbdure3oltrtions
p.3