Redi-Mix DI -MIX
CONCRETE)
December 17,2013 Redi-Mix Concrete,L.P.
a US Concrete Company
To: KCK Utility Construction Inc The Technical Service Department
331 North Main St.
Project: 707-13 Eastlake Addition-Co ll Office:(817))8359
Project: ply Office:(817)835-4100
RE: Submittal Provisions Fax:(817)835-4074
RedimixQC @us-concrete.com
www.usconcrete.com
Enclosed you will find the necessary submittal documents 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 of the mix designs submitted for a concrete temperature between 55°F and 95°F
provided the design plastic properties are not exceeded and the concrete is placed within 90 minutes of batch time.This
concrete temperature range shall not supersede any temperature specification.All concrete should be placed and
cured with the appropriate ACI guidelines and recommendations for hot and cold weather concreting. Redi-Mix
cannot be responsible for non-conformance of strength if cylinders are not cured per ACI 301,section 1.6.3.2.d.
Hot weather concreting practices will require you to order ice and/or chilled water to meet concrete temperature
specifications. The purchaser shall be responsible for precautions taken against excessive wind, heat and low
humidity per ACI 305 guidelines.The purchaser shall assume responsibility for any concrete defects related to
the finishing process (cracking, scaling, dusting, delamination, discoloration,etc.),which is beyond Redi-Mix's
control. This includes proper preparation, compaction and wetting of subgrade as well as proper spacing and
depth of joints and rebar.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.Should the
purchaser elect not to order temperature control measures,the purchaser shall then assume all liability for costs
associated with rejected concrete due to non-compliant concrete temperature.
According to ACI 304.2R 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 up to 5%retained on the 1"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.With regard to
pumped concrete, the various boom configurations, length of hose, line reductions and free fall distance are
beyond Redi-Mix's control and we therefore cannot be responsible for loss of air content or any costs associated
with either rejected fresh concrete or the removal and replacement of hardened concrete due to non-compliant
air content.
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 and submittal provisions.Please order by mix number when scheduling concrete delivery.
We request that you add Redi-Mix to the list of names receiving copies of testing laboratory information for this
project.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.
The information within this submittal is confidential and the exclusive property of Redi-Mix. It shall not be
disseminated to third parties without written permission from Redi-Mix Concrete.
Please contact Technical Services with any questions at(817)835-4186.
Respectfully,
Carol Dunn
Technical Services Supervisor
L F_ Vi F E Cr L, R c F T F E C N S ? ,,Y C T i G < ;J F Y ,_
DI-rMIX
Date: 12/17/2013 CONCRETE)
Mix Number: 10L11504
Strength: 4200 Redi-Mix Concrete,L.P.
psi @ 28 days A US-Concrete Company
Description: 6.0 SK AIR NR 331 N.MainSt
Euless,TX 76039
Plant No.: 259 Technical Service:
Customer: KCK Utility Construction Inc (817)-835-4187
Dispatch:(817)835-4020
Project: 707-13 Eastlake Addition - Coppell Fax:(817)835-4074
E-mail:
Usage: Drainage Structures reditnixgc( us-concrete.com
www.us-concrete.com
Saturated Surface Dry Weights Per Cubic Yard
Material Source Quantity Vol
ASTM C150 Type I/II Cement Cemex, Balcones 564 lb 2.87
0 0.00
ASTM C33 No. 57 LS Martin Marietta, Chico 1825 lb 11.21
ASTM C33 Concrete Sand Redi-Mix Concrete 1282 lb 7.84
ASTM C494 A & D NRWR BASF 322N / BASF 300R 2-4 oz/cwt
ASTM C260 Air Entrainment BASF AE90 1-4 oz/cy 1.08
ASTM C94 Water 30 gal 4.00
Total Volume: 27.00
Specified Slump 4 +/- 1" Specified Air Percent: 4.5 +/- 1.5%
Wet Unit Weight: 145.2 Ib/ft^3 Design w/c ratio: 0.44
The use of an EF Technology mix design will reduce the amount of CO2
entering the atmosphere, thereby reducing potential global warming.
"Your Project, Our World"
Notes: Please make sure that redimixqc @us-concrete.com is on the list to receive break
reports.
This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete.It is the responsibility of the purchaser to determine whether this
mix design meets project specifications and is appropriate for the anticipated environment conditions.The specified strength guarantee per ASTM C94 will not be effective unless field
sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C1077.In the event of limited material avaliability,substitution of a
similar performing material may be required.All substituted materials will 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 certifications for substituted materials are available upon request.
All Redi-Mix Concrete mix designs are proprietary and confidential.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.Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited.
T r§ E N S G U R C . C: H E C C3 _.: S T ,ri' ' T : U FHE
MIX 10L11504
ACI-318 STATISTICAL ANALYSIS DATES
MAX 91 79 5. 50 4150 5320 6283 6860 1380 6.0
MIN 57 37 3. 50 3080 3510 4357 5060 90 3.0
NO. 30 30 30 10 30 30 23 30 30
MEAN 73 62 4. 57 3506 4370 5204 5804 834 4.4
SD 11.0 13.0 0. 50 304 529 514 575 316 0.7
Cov% 15.1 21.0 11.0 8.7 12.1 9.9 9.9 37.9 15.2
DATE CONC AIR 3D 7D 28D 56D 7-28 Air %
YY-MM-DD TEMP TEMP SLMP STR. STR. STR. STR. GAIN
2012-10-19 72 54 4.00 3080 4360 5077 5080 717 5.2
2012-10-19 73 57 4.00 3690 4000 5367 5630 1367 5.0
2012-10-19 79 57 3. 50 3640 4560 5020 5370 460 3.2
2012-10-19 79 64 4.00 3510 3920 4447 5250 527 4.8
2012-10-19 79 68 4. 50 3450 3510 4813 5130 1303 4.9
2012-10-24 82 70 4.00 3610 4050 5160 5440 1110 3.7
2012-10-24 82 70 4.00 4150 4390 5685 6160 1295 4.4
2012-10-24 84 70 5.00 3420 3820 4977 5330 1157 4.5
2012-10-24 82 72 4.50 3390 3760 4840 5230 1080 4.2
2012-10-24 82 75 5.00 3120 3770 4443 5320 673 4.9
2012-10-25 90 77 4.50 4320 5003 5930 683 4.1
2012-10-25 91 79 5.00 4840 5547 6460 707 4.5
2012-10-25 90 79 5.50 4640 5323 5720 683 4.9
2012-10-25 88 75 4.25 4750 5353 603 4.9
2012-10-26 64 55 4.50 5310 6207 6860 897 4.2
2012-10-31 57 37 5.00 3880 4977 6030 1097 3.5
2012-10-31 61 39 4.50 4370 4927 557 3.2
2012-10-31 63 63 5.00 4100 4357 257 4.6
2012-11-02 63 43 5.00 4290 5200 5540 910 4.0
2012-11-02 63 43 4.50 3690 4810 5690 1120 3.0
2012-11-02 63 50 5.50 3720 4490 770 6.0
2012-11-19 75 68 5.00 4710 5607 6640 897 5.1
2012-11-20 79 77 5.00 5020 5110 5910 90 4.1
2012-11-27 66 48 4.75 5260 5890 6550 630 4.0
2012-11-28 63 72 3.75 5320 6283 6580 963 5.2
2012-11-29 70 64 4.75 5250 6210 960 4.5
2012-12-06 72 63 5.00 4040 4790 5060 750 4.0
2012-12-07 72 61 4.75 4710 5383 6570 673 4.3
2012-12-21 57 39 4.00 4150 5530 1380 4.4
2012-12-21 61 61 4.50 4600 5297 697 4.1
Page 1
2580 Wald Road CEMENT
New Braunfels,TX 78132
CC.MEX Telephone(210)250-4100 MILL
FAX(210)250-4044
Customer Service TEST
TXDOT MPL#99332 Telephone(800)492-9004 REPORT
Material#1442809 FAX(210)250-4153
Cement Identified as: Balcones Type I,Type II Low Alkali Date of Report: 11/01/2013
Plant: CEMEX Cement of Texas, LP Beginning Production Date: October 1,2013
Location: New Braunfels,TX Ending Production Date: October 31,2013
CHEMICAL REQUIREMENTS 'Spec.Limit TYPE I TYPE II I TEST
(ASTM C-114) (ASTM C-150) Low Alkali Low Alkali RESULTS
Silicon Dioxide(Si02),% Min --- --- 20.6
Aluminum Oxide(A1203),% Max --- 6.0 4.5
Ferric Oxide(Fe203),% Max --- 6.0 3.3
Calcium Oxide(CaO),% --- --- --- 64.8
Magnesium Oxide(MgO),% Max 6.0 6.0 1.1
Sulfur Trioxide(S03),% * Max 3.0 3.0 2.8
Loss on Ignition(LOI), % Max 3.0 3.0 2.5
Insoluble Residue(IR),% Max 0.75 0.75 0.24
Free Lime,% --- --- --- 1.6
Alkalies(Na2O equivalent), % Max 0.60 0.60 0.55
Na20 Equ.@ 95%Confidence Level --- --- --- 0.55+/-0.02
CO2 in Cement,% --- --- 1.11
Limestone in Cement, % Max 5.0 5.0 2.10
CaCO3 in Limestone,% Min 70 70 88
Inorganic Processing Addition,% ** Max 5.0 5.0 2.26
PONTENTIAL PHASE COMPOSITION***
Tricalcium Silicate(C3S),% Max --- --- 58
Tricalcium Aluminate(C3A),% Max --- 8 6
Heat Index,C3S+(4.75 C3A) Max 100 100 88
PHYSICAL REQUIREMENTS I
(ASTM C-204) Blaine Fineness,m2/kg Min 280 280 393
(ASTM C-191) Time of Setting (vicar)
Initial Set, mins Min 45 45 110
Final Set, mins Max 375 375 206
(ASTM C-266) Time of Setting (Gillmore)
Initial Set, mins Min 60 60 156
Final Set, mins Max 600 600 235
(ASTM C-185) Air Content,% Max 12 12 8.0
(ASTM C-151) Autoclave Expansion,% Max 0.80 0.80 0.03
(ASTM C-109) Compressive Strength
1-Day, psi --- --- --- 2380
3-Day,psi Min 1740 1450 4030
7-Day, psi Min 2760 2470 4950
(Previous)28-Day, psi --- --- --- 6260
(ASTM C-186) Heat of Hydration(7-Day),cal/g Test result is provided for information only 82
*The performance of CEMEX Type I LA, Type II LA has proven to be improved with sulfur trioxide levels in excess of the 3.0%limit for Type II.
Note Din ASTM C-150 allows for additional sulfate,provided expansion as measured by ASTM C-1038 does not exceed 0.020%.
** This cement contains processing additions which meet the requirements of ASTM C-465.Compliance documents are available upon request.
Additional data for the Inorganic Processing Addition is located on page 2 of this certification.
*** Potential Phase Composition adjusted per A1.6.
CEMEX hereby certifies that this cement meets or exceeds the chemical and physical specifications of:
[X] ASTM C-150 for Type I Low Alkali c-
[X] ASTM C-150 for Type II Low Alkali -,....-7. :'3 ._a)----___
By:
Quality Control Manager
CEMEX-Balcones Cement Plant
2580 Wald Road CEMENT
New Braunfels,TX 78132
ffccEmcEx Telephone(210)250-4100 MILL
FAX(210)250-4044
Customer Service TEST
Telephone(800)492-9004 REPORT
FAX(210)250-4153
Cement Identified as: Balcones Type I,Type II Low Alkali Date of Report: 11/01/2013
Plant: CEMEX Cement of Texas,LP Beginning Production Date: October 1,2013
Location: New Braunfels,TX Ending Production Date: October 31,2013
ADDITIONAL DATA
Inorganic Processing Addition
Type Lime Kiln Dust(LKD)
Silicon Dioxide(Si02), % 15.8
Aluminum Oxide(A1203),% 2.0
Ferric Oxide(Fe203),% 0.0
Calcium Oxide(CaO),% 92.2
Sulfur Trioxide(S03),% 6.8
Base Cement Phase Composition
C3S, % 60
C2S, % 16
C3A, % 7
C4AF, % 11
CEMEX hereby certifies that the above described data represents the materials used in the cement manufactured during the
production period indicated.
By: Quality Control Manager
CEMEX-Balcones Cement Plant
Martin Marietta Materials /
Basic Quality Statistical Summary Report
Period 09/28/2013-10/28/2013
Plant 54501-Chico Quarry
Product 511-#57 Conc Agg
Specification ASTM 57
Sieve/Test Tests Average St Dev Target Specification
1 1/2"(37.5mm) 80 100.0 0.00 100-100
1"(25mm) 80 97.2 0.99 95-100
3/4"(19mm) 80 78.3 5.03
1/2"(12.5mm) 80 37.6 4.40 25-60
3/8"(9.5mm) 80 18.9 5.43
#4(4.75mm) 80 3.6 1.62 0-10
#8(2.36mm) 80 1.1 0.33 0-5
Pan 80 0.00 0.000
-#200(75um) 40 0.6 0.13 <0.8 <1.5
Absorption 1 1.5
SPGR(Dry,Gsb) 1 2.604
SPGR(SSD) 1 2.644
SPGR(Apparent,Gsa) 1 2.711
LA Abrasion 1 26.0 <40
Unit Wt(Loose) 1 88.8
Unit Wt(Rodded) 1 97.1
Soundness(MgSO4) 2 9.5 0.71 <18
Micro-Deval(Conc) 1 15
Comments
Query Query Selections
Date Created 10/28/2013
Date Range 09/28/2013-10/28/2013
Plant Chico Quarry
Sample Type Shipping
4%0 PI4N9
* :00 VCS••
A • .i.--.
i • 4
4111,`ii
ti2.______42),____ f0/9-)if i, Mark. t---kleve-dru I Tec'm -,:)-
aggQC 10/28/2013 Martin Marietta Materials,Inc. Page: 1 of 1
DI-MIX
CONCRETE) 1 CONCRETE
REDI-MIX TECHNICAL SERVICES LABORATORY
SIEVE ANALYSIS RESULTS
Plant: REDI-MIX CONCRETE, Plant 259
Product: Fine Aggregate, ASTM C33 Section 5
Date Sampled: 8/12/13
Date Tested: 11/4/13
Tested by: WCH
ASTM
Percentage SPEC'S
Sieve mm %Ret %Pass -
11/2 38.10 0 100 -
1 25.40 0 100
3/4" 19.00 0 100 100
1/2" 12.70 0 100 100
3/8" 9.51 0 100 100
#4 4.76 4 96 95-100
#8 2.38 16 84 80-100
#16 1.19 33 67 50-85
#30 0.60 56 44 25-60
#50 0.30 80 20 05-30
#100 0.15 95 5 0-10
Pan 99 1 -
#200 (Decant) 0.07 - 2 0-3
FM 2.8 2.3-3.1
ABS% 1.0
S.G. 2.61
/r,
Technical Resource Supervisor
BASF
The Chemical Company
January 3, 2013
Certificate of Conformance
Pozzolith 322N Admixture
BASF Corporation*
*(successor in interest to BASF Construction Chemicals,LLC,which is successor by merger to BASF Admixtures,Inc.,
formerly known as Degussa Admixtures,inc.,formerly known as Master Builders,Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga ) ss
Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard
Hubbard III, who being duly sworn, deposes and says:
That he is a Sr. Technical Specialist for BASF Corporation in Cleveland, Ohio; and
That Pozzolith 322N admixture is manufactured by BASF Corporation—Admixture Systems; and
That Pozzolith 322N admixture, based on the chlorides originating from all the ingredients used in its
manufacture, contributes less than 0.00024 percent (2.4 ppm) chloride ions by weight of the cement
when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and
That Pozzolith 322N admixture meets the requirements for a Type A, Water-Reducing, Type B,
Retarding, and Type D, Water-Reducing and Retarding Admixture specified in ASTM C 494/C 494M,
Standard Specifications for Chemical Admixtures for Concrete, as well as the requirements for Type
A, Type B and Type D admixtures as specified in Corps of Engineers'CRD-C 87 and AASHTO M194.
(Y\■/‹.-A-cl..,A 1.\-----A,1L, 1_-
Richard Hubbard III
BASF Corporation-Admixture Systems
Subscribed and sworn to before me
tla'e day of January,2013
rOr
Charlene R.Mandat
Notary Public, State of Ohio
My Commission Expires November 4,2016
Recorded in Summit County
Master
Builders
BASF
The Chemical Company
January 3, 2013
Certificate of Conformance
Pozzolith 300R Admixture
BASF Corporation *Admixture for Concrete
'(successor in interest to BASF Construction Chemicals,LLC,which is successor by merger to BASF Admixtures,Inc.,formerly known as
Degussa Admixtures,Inc.,formerly known as Master Builders,Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga )ss
Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard
Hubbard Ill, who being duly sworn, deposes and says:
That he is a Technical Specialist for BASF Corporation in Cleveland, Ohio; and
That Pozzolith 300R admixture is manufactured by BASF Corporation—Admixture Systems; and
That no calcium chloride or chloride based ingredient is used in the manufacture of Pozzolith 300R
admixture; and
That Pozzolith 300R admixture, based on the chlorides originating from all the ingredients used in its
manufacture, contributes less than 0.0002 percent (2.0 ppm) chloride ions by weight of the cement
when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds)of cement; and
That Pozzolith 300R admixture meets the requirements for a Type B, Retarding, and Type D, Water-
Reducing and Retarding Admixture specified in ASTM C 494/C 494M, the Standard Specifications for
Chemical Admixtures for Concrete, as well as the requirements for Type B and Type D admixtures as
specified in Corps of Engineers' CRD-C 87, and AASHTO M194.
1(;
Richard Hubbard III
BASF Corporation—Admixture Systems
Subscribed and sworn to before me
the . • •-y of Jan ua , 01
/%
Charlene R. MandaW
Notary Public, State of Ohio
My Commission Expires November 4,2016
Recorded in Summit County
Master
Builders
BASF
The Chemical Company
January 3, 2013
Certificate of Conformance
MB AE 90 Admixture
BASF Corporation*Admixture for Concrete
`(successor in interest to BASF Construction Chemicals,LLC,which is successor by merger to BASF Admixtures,Inc.,formerly known as
Degussa Admixtures,Inc.,formerly known as Master Builders,Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga ) ss
Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard
Hubbard III, who being duly sworn, deposes and says:
That he is a Sr. Technical Specialist for BASF Corporation in Cleveland, Ohio; and
That MB AE 90 admixture is manufactured by BASF Corporation—Admixture Systems; and
That MB AE 90 admixture is Master Builders air-entraining admixture for concrete; and
That no calcium chloride or chloride based ingredient is used in the manufacture of MB AE 90
admixture; and
That MB AE 90 admixture, based on the chlorides originating from all the ingredients used in its
manufacture, contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight of the
cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and
That MB AE 90 admixture meets the requirements of ASTM C 260, the Standard Specifications for
Air-Entraining Admixtures for Concrete, as well as the requirements for air-entraining admixtures as
specified in Corps of Engineers CRD-C 13, and AASHTO M154.
e\klafc.A.A'
Richard Hubbard III
BASF Corporation—Admixture Systems
Subscribed and sworn to before me
''the 3r of January,2113
Charlene R. Mandat
Notary Public, State of Ohio
My Commission Expires November 4,2016
Recorded in Summit County
Master
Builders