Westhaven 1-SP130509 (2) ba
1341 West irleek+ngbird Lane • Dallas Texas. ... "972:647.-::..
I.�Ir
Texas Inlets
P.O.Box 495685
Garland,TX. 75049
Attn:Mr.Ronnie Stone
RE:WESTHAVEN PHASE I
CITY OF COPPELL
Mix Code Numbers
8274;
The attached concrete mix designs utilizing the appropriate ASTM C-33 or ASTM C-330 aggregate are
proposed for use on the above referenced project for ready-mixed concrete to be furnished by TXI.
To ensure that the correct mix is delivered to your project,please order by the mix design number which
appears in the left hand corner of the mix design.
TXI certifies that the above mix designs,when ordered by specified design identity,and delivered by TXI,will
meet or exceed the indicated design strength at the designated age when tested in accordance with the
applicable and current ASTM Standards C 31,C 39,C 78,C 172,C 293,applicable provisions of C 94, and
evaluated in accordance with applicable provisions of the ACI 318 building code.
TXI would like to be included on your mailing list to receive all test reports.ASTM C 94 entitles a
manufacturer to receive copies of all test reports when strength of concrete is used as a basis for acceptance.
Contact us if you have any questions or require any additional information.Please notify TXI of approval of the
proposed mix design prior to its use.Failure to notify us prior to first placement shall constitute acceptance.To
ensure that the proper mix design is ordered,please send a copy of this letter,after approval,to the above
referenced project to be used by the person ordering the concrete for this job.
The information contained in this submittal is confidential and the exclusive property of TXI.It cannot be
copied,duplicated or disclosed to third parties without the expressed written consent of TXI.
Sincerely,
TXI Operations,LP
4,64F,#'9, -(
Victor IL Villarreal
Technical Services Manager-Q.AJQ.C.
We will trrovidel<KCEfliONAL#Uldlrig materials
SE(iVICE and solutions so that cU tomers GNOOS(TXI.
_. .. . Qnedrel iSenrice
.__- S
-_.._____...._._.__"__..._.___iyya_2o13nigitaYSicesysunu.-Inc. Page 2
GENERAL NOTES&RECOMMENDATIONS
The strength of structural lightweight mix designs is valid provided strength specimens are taken at
the point of placement and are air cured in accordance with ASTM Test Method C 567-05,section
7.3 except as modified in section 8.1,alternative method,ASTM Specification C 330-05.The
strength performance of structural lightweight mixes is designed on the basis of cementitious content.
Water to cementitious ratio requirements are not applicable for this type of concrete.The use of air
entraining in lightweight concrete is necessary in order to achieve the desired unit weight and to
enhance pumpability.This shall be considered a Condition of Sale.
Unless otherwise indicated,when the concrete temperature at point of placement exceeds 90 degrees
Fahrenheit,TXI will guarantee the strength performance of the mix design(s)herein submitted up to a
maximum placement temperature of 100 degrees Fahrenheit using an ASTM C 494 Type D retarding
water-reducer,or a minimum of 20%replacement of fly ash in combination with an ASTM C 494
Type A conventional water-reducer,as long as the concrete is placed within 75 minutes from batch
time.Unless otherwise indicated,strength of plain concrete guaranteed up to a maximum placement
temperature of 85 degrees Fahrenheit.
Based on current market conditions,TXI does not guarantee a single source of cement,fly ash or
aggregates for any project except by special advance arrangement.
TXI does not guarantee the color uniformity of ready mix concrete due to:normal color variation in
cement and aggregates,normal slump variation,or other conditions such as weather,placement,
consolidation,curing,leakage or variations in form texture,or surface treatments.
The aggregates and cements native to this region may contain trace amounts of iron which,while not
visible to the naked eye,may become noticeable in the concrete through oxidation.
The cement in use meets both Type I and Type II requirements of ASTM C150 for Low Alkali
Portland Cement.
These mix designs may contain a high volume of fly ash.Please note that the contractor and testing
laboratory are responsible for ensuring the proper initial curing environment for the specimens and
the cylinders should NOT be transported to the laboratory prior to 48 hours after casting.
These mix designs may be considered"High-Strength Concrete",which is concrete with required
strengths of 6000 psi and greater.All high-strength mixes are designed to contain an ASTM C 494
Type F high range water reducer and a minimum fly ash replacement factor of 20%.Please ensure
that all samples are obtained from the point of placement.The contractor and testing laboratory are
responsible for ensuring the proper initial curing environment for the specimens between 68-78
degrees F.The minimum load size for high strength concrete is 4 cubic yards.
These mix designs may be considered"High-Early Strength".Test specimens used for in-place early
strength determination should be cured in a manner as close as possible to the in-place concrete.
Utilization of insulated blankets is highly recommended.The hydration process of Portland cement is
a temperature sensitive chemical reaction,in-place concrete generally develops and maintains
substantially more heat than cylinders.We suggest a maturity monitoring system such as the
intelliRock system or equal for the most accurate estimation of in-place strength instead of cylinders.
Cylinders for 28 day acceptance strength should be cured in strict accordance with ASTM C 31.
1992-2013 Digital Site Systems,Inc. Page 3 Quadrel iService S M
Allowable water,not to exceed the maximum water to cementitious ratio,which may be added to the
concrete is identified on the delivery ticket.This will indicate the water withheld from the batch.
Water added in excess of this amount will reduce the concrete strength and will be at the customer's
risk.Maximum specified slump may not be exceeded regardless of the amount of water withheld.
Unless otherwise prearranged,specialty non-standard testing on all concrete and/or constituent
materials(aggregates)is the contractor's(buyer)responsibility and will be arranged and paid for by
the contractor.This includes but is not limited to drying shrinkage,solar reflectivity index,chloride
ion,slump loss curve,3 point water to cementitious ratio curve,etc.
TXI is not responsible for deficient testing of the fresh and hardened concrete specimens.When a low
strength result is reported,and the applicable ASTM standards were not strictly followed:First,TXI
will conduct an investigation of the production records to verify compliance and delivery ticket to
determine if water was added and to verify that the concrete was placed within the allowed time
frame.Second TXI may conduct an in-place evaluation of the compressive strength of the concrete in
question in accordance with the Standard Test Method for Rebound Number of Hardened Concrete
(ASTM C-805).If the concrete specimens were not tested in accordance to the applicable ASTM
Standards,the contractor(buyer)may contract the services for coring and testing of cores at its own
expense.
The minimum load size for concrete containing pigments and/or ASTM C 494 Type F high range
water reducers as constituent components is 4 cubic yards.
Concrete mixes containing a plant added ASTM C 494 Type F high range water reducer(HRWR)are
designed to be batched at a slump of 3"to 4"prior to the addition of the HRWR.The target delivery
slump at the jobsite is 8"to 10".The acceptance slump at the jobsite is 8.0"+/-2.0".In the event the
concrete arrives to the jobsite with a slump of less than 8.0",a minimum amount of water or a
fraction of the original dosage of HRWR may be added to increase the slump to an acceptable level.
Concrete must not be ordered with a delivery slump of less than 8.0 inches.
TXI performs two seasonal changes of admixtures.In late Spring ASTM C 494 Type A water
reducing admixtures are adjusted by increasing the dosage rate,by substituting for another Type A
more adequate for warmer temperatures or by substituting it for a Type D water reducing and
retarding admixture.In early Fall,Type A and D admixtures are switched back to Type A admixtures
for the cool weather season.
The addition of any additives not supplied by TXI,including but not limited to pigments,fibers,
water proofers and/or water repellents admixtures,foaming agents,air entrainersA and others,voids
the warranty of the performance of the concrete.The concrete must be tested prior to the addition of
any additives for the strength warranty to be valid.The contractor is responsible for determining the
effects such additives have on the fresh and hardened concrete.
We are enclosing all available back up data for the referenced mix design(s).If the strength
information is not available,or is insufficient,confirmation tests may have to be conducted by
your laboratory.
1992-2013 Digital Site Systems,Inc. Page 4 Quadrel iService S M
Pumping Recommendations for Concrete:
1. 5"minimum diameter lines with no reduction to smaller lines.
2. Keep rubber hose to absolute minimum length and plan pipe with as few 90 degree angles as
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 lines,a minimum of 8.0 sack grout is recommended for lubrication.In the case of
strength concrete,equivalent strength grout should be used if the grout remains in the placement.
5. Pump mixes are based on minimum cement content pumped at ground level.As pump line
increases in length or height and/or layout configuration changes,mix design modifications may be
required to assure strength and pumpability at additional cost to the contractor.
6. TXI cannot control,and is therefore not responsible for excessive loss of entrained air content
when loss occurs as a result of boom configuration or free fall discharge from hose.To ensure
minimum air loss when pumping,maintain a continuous flow of concrete through the entire length of
pipe and do not subject concrete to free fall.
7. The term"pumpable concrete"refers to concrete which is capable of being transported through an
apparatus which forces concrete to the placing position through a pipeline or hose as long as the
recommendations indicated above are followed.The term"pumpable concrete"does not relate to
concrete proportioned in a particular manner or containing a specific type of product.
1992-2013 Digital Site Systems,Inc. Page 5 Quadrel iService S M
TXI PROPRIETARY AND CONFIDENTIAL
134I West Mockingbird lane- Dallas Texas 75247 • 972.647.671Z
Customer: Texas Inlets
Project: Various.Projects Texas Inlets Plant: "
8274 6.00SK ADMIX/AEA 1"CS
As Required
Description Admix, SSD Weight(lb)
Type I/II Cement 564
844 0
156
1"-#4 Crushed Stone
Bridgeport Sand 382
Concrete Sand
City Water 258
MB-AE 90 0.3 to 6.5 oz/cwt CM
Pozzolith 200N 3.0 to 4.0 oz/cwt CM
days
Specified F'c: 4,000 p si @ 28 s TOTAL 3935 Y
•
Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 145.7 lbs./cu.ft.
Specified Air: 3.00 To 6.00% Designed W/C+P Ratio: 0.46
Designed Air: 4.5% Designed Volume: 27.00 cu.ft.
NOTES:
TXI has no knowledge or authority regarding where this mix is to be placed(if other than the defined use on
page 1),therefore it is the responsibility of the project architect/engineer,and or contractor to insure that the
above designed mix parameters of compressive strength,water cement ratio,cement content,and air content,
are appropriate for the anticipated environmental conditions(ie.ACI-318 sections 4.1-4.3,and the local
Building Codes).Data enclosed represents the potential of this mix when sampled and cured per ACI 301 and
Section 1.6.3.,and per ASTM C-31.
Chemical admixtures are added in accordance with the manufacturer's recommendations.TXI reserves the
right to adjust these dosages to meet the changes in jobsite demands.
This mix has been designed to meet the requirements of the documents received from the project,and/or your
verbal request. Aggregate weights may change depending on gradations or specific gravity of material.
Mix Design Proportions and specifications are confidential and proprietary trade secrets of TXI.Any use or
dissemination without permission is a violation of federal criminal law.
COMMENTS:
Quadrel iService
1992-2013 Digital Site Systems,Inc. Page 8 S M
1341 West Mockingbird lane 4. Dabs,Texas 75247 • 972.647.676[
0
z e tXi.CORI
Units: U
Date: 3/20/2013
Mix Name: 8274 Mix Strength: 4,000 PSI at 28 Da;-
STRENGTH SUMMARY, Compression 6" x 12"
Strengths
No. Of Avg Avg Avg 28 Avg Acc Accept Std ACI318
Tests Slump Air Day Age Age Dev Req'd
30 4.95 4.43 5310 5310 28 440 4590
DETAILED STRENGTH, Compression 6" x 12"
Plant Slump Air Strengths Acc Acc Age
28 Day Acc Age Age Run Avg 3
142 6.00 4.00 4960 4960 28
142 3.50 4.10 5550 5550 28
144 4.50 4.20 4980 4980 28 5160
140 4.50 3.20 5530 5530 28 5350
140 8.00 4.00 4670 4670 28 5060
140 4.75 4.00 5650 5650 28 5280
141 4.25 6.00 5380 5380 28 5230
143 4.50 4.50 6430 6430 28 5820
140 4.75 3.90 5080 5080 28 5630
140 4.25 3.80 5310 5310 28 5600
143 6.50 3.30 5120 5120 28 5170
128 4.00 4.50 5220 5220 28 5210
128 7.50 6.10 5130 5130 28 5160
150 5.00 4.50 5350 5350 28 5230
128 7.00 4490 4490 28 4990
128 7.50 5.80 4700 4700 28 4850
128 5.50 5.10 4940 4940 28 4710
128 5.00 4.10 5350 5350 28 5000
140 4.50 4.90 5200 5200 28 5160
128 3.50 4.50 5740 5740 28 5430
128 3.25 4.00 5830 5830 28 5590
128 5.00 5320 5320 28 5630
140 2.50 3.10 5630 5630 28 5590
131 5.00 5.90 5240 5240 28 5390
131 5.25 3.40 6030 6030 28 5630
140 5.00 4.70 5070 5070 28 5450
122 4.00 4.30 5500 5500 28 5530
122 5.00 4.30 5020 5020 28 5200
122 4.00 4.90 4780 4780 28 5100
122 4.50 4.80 6060 6060 28 5290
1992-2013 Digital Site Systems,Inc. Page 9 Quadrel iService SM
trio
MIDLOTHIAN CEMENT
245 Ward Road•Midlothian,TX 76065•972.775.3449•www.txi.com
3
SPECIFICATIONS
Portland Cement
•
Bin Number:
Car Number. Tons: l Type I/II(Low Alkali)
A.S.T.M C150-11.
Sample Date: January-2013 Monthly Average
Spec. Test Spec. Test
Chemical Requirements: Limit Result Physical Requirements: Limit Result
A
S102, (%)
20.1 Air Content,Volume,(%) 12 max 8
6.0 max 4.3 Average Fineness(Blaine),(m2/kg) 280 min 377
A1203, (%) 420 max
Fe203, (%) 6.0 max 3.3
CaO, (%) A 64.6
MgO,(%) 6.0 max 1.3 Autoclave Expansion, (%) 0.80 max -0.02
S03,(%) 3.0 max 2.7
Loss on Ignition,(%) 3.0 max 2.0 Time of Setting:
Insoluble Residue, (%) 0.75 max 0.32 Vicat initial set,minutes 45 min 107
CO2,(%) A 1.2 375 max 107
Limestone, (%) 5.0 max 2.8
CaCO3 in limestone,(%) 70 min 96 Compressive strengths,(Mpa)
3 days 12.0 min 28,2
7 days 19.0 min 31.0
Potential phase composition,(%):a Compressive strengths,(psi)
C3S A 63 3 days 1740 min 3807
C2S A 10 7 days 2760 min 4517
C3A 8 Max 6
C4AF A 10
C3S+ 4.75(C3A) 100 max 90
Spec. Test
Optional Chemical Requirements: Limit Result
Total Alkalies(Na20 equiv.),(%) 0.60 max 0.56
A Not Applicable.
B Adjusted for limestone per A1.6
We Certify that the above described cement,at the time of shipment meets the chemical
and physical requirements of ASTM C-150 specification.
Signature: Date: 2/11/13
Title: Qua ity Services Manager
TXl corp.
Bridgeport Stone Plant Technical Services Lab
I bd ■ P.O. Box 487 Phone: 972-647-7232
Bridgeport,Texas 76426 Fax: 972-647-7244
Mt=r,1 ,da,II,,I MINE1Iu11101MM3111111W duINUl91611111k111011 6111M11116W11ll1WIWIW111MIIIlUMMIIIIMMUNIM11119IIIIM IIMIS1II1111NWMMIMMINWIM11111111
DATE March 5,2013
COMPANY I NAME
MATERIAL Mfg Sand
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TEST RESULTS
SIEVE SIZE WT.RETAINED ° PASSING SPECIFICATION
U.S. METRIC
3/8" 9.5mm 0 100.0 100
#4 4.75mm 6.3 99.2 95 100
#8 2.36mm 147.7 81.3 80 100
#16 1.16mm 389.3 50.7 50 85
#30 .600mm 566.1 28.3 25 60
#50 .300mm 696.4 11.8 10 30
#100 .150mm 764.3 3.2 0 10
#200 .075mm ' 779.6 1.3 0 3
TOTAL WEIGHT 789.6 sample washed over#200
IIIIIIWIWIWIIIIWIWII111111IIIWI11111111111IWWm01111111WIII1101111sImWIWWII111WIlI101WIImW11111WI1YIM111111IIIWI1111111111111011111WI0111111IWWII IW110IllI1111W11I101WIYWIWWII1M111111WI
SPECIFIC TEST RESULTS
TxDot 403-A Specific Gravity(SSD) 2.62 TxDot 411-A Magnesium Soundness 12
Sodium Soundness 1
TxDot 403-A Absorption 1.2
Unit Weight:
ASTM D 4791 Flat&Elongated N/A Dry Loose 99.7 LB./CF.
Dry Rodded 110.7 LB./CF.
TxDot 413-A Clay Lumps N/A
TxDot 203-F Sand Equivalent 80 Fineness Modulus 3.255
IIIIIIIIIIIW111111111 E111111111111III111IIW111MII1I111I11111111111111IW1111111111IN111111111111WIIIIIWIW311111110111111WIIII101111IWIIis111111191101R II II WIWIIIIWlIIIIIIl1WII111111111sa111111111111
Ben Jones
Txi Representative
TX!corp.
Bridgeport Stone Plant Technical Services Lab
P.O. Box 487 Phone: 972-647-7232
Bridgeport,Texas 76426 Fax: 972-847-7244
IIIW mllneces rillWRICllW IWIWIIWN INIWIIWIIWI NNWIINW IWIWI III WIIWNWIIIW NWNIN IWNN NWWN IWIItlWIWINWWIINNWIIWN NIN IW INNWWWIIWWIIWI IWIIIINNIWIWtl1W 111111111115tlWIWEnd 1111111IINWN tlW WI111W11
•
DATE March 5,2013
COMPANY/NAME
MATERIAL 1" - #4 Class A
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TEST RESULTS
SIEVE SIZE WT.RETAINED %PASSING SPECIFICATION
U.S. METRIC
1 1/2" 37.5mm 0 100.0 100
1" 25.0mm 0.8 96.6 95 100
3/4" 19.0mm 5.3 77.7 (60 90)
1/2" 12.5mm 13.9 41.6 25 60
3/8" 9.5mm 18.1 23.9
#4 4.75mm 22.8 4.2 0 10
#8 2.36mm 23.6 0.8 0 5
TOTAL WEIGHT 23.8
I IWI WI WI 11 WY WI II WW IWI WI IIW WI II I1 WI IIII IWI WW W I WI WW IWI IW IW 1111111 IN 1111 WII WW II IW IWI IIW IWIW IW 1I WI NI WI NI WI II III WI111111W W1II U I1III IWI IW 11 W I1 WI W II WW WI WI WW WI IIW W I IW WII111111 IIW IW
SPECIFIC TEST RESULTS
TxDot 403-A Specific Gravity(SSD) 2.66 TxDot 411-A Magnesium Soundness 11
Sodium Soundness 0
•
TxDot 403-A Absorption 1
Unit Weight:
TxDot 410-A L A Abrasion 30 Dry Loose 97.2 LB./CF.
Dry Rodded 101.5 LB./CF.
TxDot 413-A Clay Lumps 0
TxDot 406-A Decantation 0.7
VIII 111111101111 WVIIW1UIIIVIIMIUIIVIWIIIIIIIII WI 1111011W III UlULhlIlIUCI 1111111 1111111111 UI UI III11WCWIIIIIIIWI1IIIWBCIII1111111111IIWIIIIWIW111IIIWIIIrmess WWNWWIIYWWIIIWIWIIII
Ben Jones
Txi Representative
TXI corp.
ix, TECHNICAL SERVICES LAB
! ',. TXI Concrete Sand PHONE: 972-647-7232
FAX: 972-647-7244
,s
111103TI 1F uaususu aolWVIWWIIWWIIIIIIWIWIWIWIVIW1111WWVIIWIWVWVVII11IWWI1W1111WVIIVIV1IW111IVIWVWNIIWIIWIWIWHIVIIWIIWIIHWIIIIIVWWIIEIIIVIWIWHMWIUI IWIIWWWIVHWIWIUIIWWVWVVWIWIIHWWHIMIN WI III W
DATE March 5,2013 .
COMPANY/NAME
MATERIAL Concrete Sand
I IWI IW WII IWI VW 111 VII IW IVV WW VWI Ell 11110111111 1111111111111111111 III WH VW II WV WW WV IWI IW VII VW IWI IHW WV IUD IUV III VW WV WWI WI WV IWI III II WI HW WV WI WI WW WH W WW IW IWI IWI VH III II WW WV II III WW IV W WV WI VW WI VI1W WV WI II WH IWI III WI WI I
TEST RESULTS
SIEVE SIZE WT.RETAINED %PASSING SPECIFICATION
U.S. METRIC
3/8" 9.5mm 0.0 100.0 100
#4 4.75mm 22.8 97.3 95 100
#8 2.36mm 97.0 88.5 80 100
#16 1.16mm 211.7 74.9 50 85
#30 .600mm 367.8 56.4 25 65
#50 .300mm 665.6 21.1 10 35
#100 .150mm 830.9 • 1.5 0 10
#200 .075mm 841.9 0.2 0 3
TOTAL WEIGHT 843.6 F.M. 2.603
I VW III VII VII III IW III IIW WI VI VW II VW WI WI IIII VW I I HV WV WI II HI WH MI MI IWI IS VII IW WH HV IW WV WI II VW WH WV HH IH VW HW HW IH HI IH HW IH HI M WH VI WI WV IWI II II WV WV WH HV IH II WV VV WV II III II IH WI WH II IH II IWI IWI HI WH W
SPECIFIC TEST RESULTS
TxDot 403-A TxDot 403-A Specific Gravity(SSD) 2.83 TxDot 411-A Magnesium Soundness 8
Sodium Soundness 1
TxDot 403-A TxDot 403-A Absorption 0.5
Unit Weight:
TxDot 612-J TxDOT 612-J Acid Insoluble Residue 83 Dry Loose 103.2 LB./CF.
Dry Rodded 110.2 LB./CF.
TxDot 203-F TxDot 203-F Sand Equivalent 90
TxDot 413-A Deleterious Materials 0%
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Ben Jones
TXI REPRESENTATIVE •
•
■IBASF
The Chemical Company
January 2,2013
TX!Operations, LP
1341 W Mockingbird Lane
Dallas,Texas 75247
Attention: Victor Villarreal
Project:All Projects
Project location:Various Locations
Certificate of Conformance
MB-AET^" 90
BASF Corporation*Air-Entraining 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.)
I, Richard Hubbard, Sr.Technical Marketing Specialist for BASF Corporation,Cleveland,Ohio,certify:
That MB-AE 90 is a BASF Corporation Air-Entraining Admixture for concrete;and
That no calcium chloride or chloride based ingredient is used in the manufacture of MB-AE 90;and
That MB-AE 90, 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 meets the requirements of ASTM C 260,Corps of Engineers'CRD-C 13 and AASHTO M154,the
Standard Specifications for Air-Entraining Admixtures for Concrete.
s3L
Richard Hubbard
Sr.Technical Marketing Specialist,BASF Corporation
BASF Corporation Master
23700 Chagrin Boulvard
Cleveland,OH 44122 Builders
216 839-7500 ph
www.masterbuiiders.com Admixture Solutions
* BASF
The Chemical Company
January 2,2013
TXI Operations, LP
1341 W. Mockingbird Lane
Dallas,Texas 75247
Attention: Victor Villarreal
Project:All Projects
Project location:Various Locations
Certificate of Conformance
Pozzolith®200 N
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.)
I, Richard Hubbard,Sr.Technical Marketing Specialist for BASF Corporation,Cleveland,Ohio,certify:
That Pozzolith 200 N is a BASF Corporation Water-Reducing Admixture for concrete;and
That no calcium chloride or chloride based ingredient is used in the manufacture of Pozzolith 200 N;and
That Pozzolith 200 N, based on the chlorides originating from all the ingredients used in its manufacture, contributes
less than 0.00013 percent(1.3 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,depending on the dosage used, Pozzolith 200 N meets the requirements for a Type A,Water-Reducing,Type
B, Retarding,and Type D,Water Reducing and Retarding Admixture as specified in ASTM C 494,Corps of
Engineers'CRD-C 87 and AASHTO M194,the Standard Specifications for Chemical Admixtures for Concrete.
6 ..:';'Lk 14"..--A6'41‘ 1
Richard Hubbard
Sr.Technical Marketing Specialist, BASF Corporation
BASF Corporation Master
23700 Chagrin Boulvard
216 Cleveland,39 7 00 44122 Builders
216 839-7500 ph as
www.masterbuilders.com Admixture Solutions