ST0501-SP120215 02/13/2012 17:38 9728644808 TEXAS INLETS INC PAGE 01
FAX COVER SHEET
Texas Inlets, Inc.
3238 Southern Dr. #306
Garland, Texas 75043
Fax Number (972) - 864 -4808
Send to: From:
Ct O F C o' .e ft RONNIESTONE
Attention: 0 - s --H_„ Date: ( Z
Office Location: C• p Vf A Office Location: 0 P (�
.Fax Number :9I30-7 b 41 Phone Number: (972)-864-4811
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02/13/2012 17:38 9728644808 TEXAS INLETS INC PAGE 02
swim • bat ;
1341 West Mockinabird Lana' Dallas, Texas 75247 •972.547.6700 'www.txi.com
Texas Inlets
P.O. Box 495685
Garland, TX. 75049
Attn: Mr, Ronnie Stone
RP,DEFOREST ROAD RECONSTRUCT
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 AC1 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 infornation 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,
TX1 Operations, LP
•
Victor 14. Villarreal
Manager - Q.A. /Q.C.
1992 - 2012 Diait►I Site Sys terns, Inc. Paget Quedrel iService SSA
•
02/13/2012 17:38 9728644808 TEXAS INLETS INC PAGE 03
GENERAL NOTES
Pumping Notes:
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.
Strength of lightweight mix designs valid provided strength specimens 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 -04.
Unless otherwise indicated, when the concrete temperature at point of placement exceeds 90 degrees
Fahrenheit, TXI will guarantee the strength performance oldie 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, 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.
We are enclosing all available back up data for the referenced mix design(s). Tithe strength
information is not available, or is insufficient, confirmation tests may have to be conducted by your
laboratory.
1992 - 2012 Digitnl Sift Pa a C
R QondfLl l$CrvICC SM
02/13/2012 17:38 9728644808 TEXAS INLETS INC PAGE 04
TXI PROP$IETARY AND CONFIDENTIAL
•
1341 Mockingbird Lane, Dallas, Texas 75247
(972) 647 -6700, www.txi.cottl
Customer: Texas Inlets Date Issued: February 13, 2012
Project: DEFOREST ROAD RECONSTRUCT Plant: 141
CITY OF COPPELL Lewisville
8274 6.00SK ADMIX /AEA 1 "CS
Concrete Drainage Structures
Description Admix. SSD Weight (lb)
Type I11) Cement 564
I" - #4 Crushed Stone 1840
Concrete Sand 1273
City Water 258
MB -AE 90 0.3 to 4.0 oz/ewt CM
Pozzolith 200N 3.0 to 4.0 oz/cwt CM
Specified P'c : 4.000 psi @ 28 days TOTAL 3935
Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 145.7 lbsJcu.t1:.
Specified Air: 3.00 To 6.00 "A Designed W/C + P Ratio: 0.46
Designed Air: 4.5 % Designed Volume: 27.00 cult.
NOTES:
TXI has no knowledge or authority regarding where ibis mix is to be placed (if other than the defined use on
page 1), therefore it is the responsibility of the project architcct/enginecr, 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 AC1 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 becn.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 TXT. Any use or
dissemination without permission is a violation of federal criminal law.
COMMENTS:
•
1??,.. 2012 Digital Site Syat mc, Inc. Pnge4 Quedrel iService
SM
x.2!13;2012 17:38 9728644808 TEXAS INLETS INC PAGE 05
Date: 2/13/2012
•
1341 Moe%dnnbird Lang, D Alm. Texw 75747
n (772) 647- 6700,,vw...ai.taw
Units: US
Mix Name: 8274 Mix Strength: 4,000 PSI at 28 Days
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 1.2"
Strengths
No. Of Avg Avg Avg 28 Avg Ace Accept Std ACI31B
Tests Slump Air Day Age Age Dev Reer d
30 4.43 3.93 5250 5250 28 740 5230
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Plant Slump Air Strengths Acc Acc Age
28 Day Acc Age Age Run Avg 3
121 6.00 4.50 4920 4920 28
121 3.25 4.00 5420 5420 28
131 3.25 3.60 4450 4450 28 4930
>1 4.00 4.20 6020 6020 28 5300
131 5.00 4.50 5660 5660 28 5380
140 5.00 6.50 5540 5540 28 5740
121 4.50 3.80 6150 6150 20 5780
150 7.25 3.20 4220 4220 28 5300
121 3.00 3.60 5410 5410 28 5260
121 1.50 3.00 5130 5130 28 4920
131 4.25 3.40 5240 5240 28 5260
131 4.00 4.00 4970 4970 28 5110
i31 2.00 3.80 4110 4110 28 4770
131 4.00 3.30 2770 2770 28 3950
140 5.00 3.90 5210 5210 28 4030
131 4.00 4.00 5020 5020 28 4330
137. 1.75 3.80 6040 6040 28 5420
140 5.50. 3.50 5000-•- -•- 5.0.00 . 28 . 5350
142 4.75 3.00 4930 4930 28 5320
142 4.00 3.10 555D 5550 28 5160
147 6.00 3.50 5950 5950 28 5470
138 5.00 4.0D 6290 6290 28 5930
138 5.50 3.80 5670 5670 28 5970
138 5.50 4.20 5150 5150 28 5700
138 4.50 4.40 4430 4430 28 5080
138 3.00 3.80 5890 5890 28 5160
141 5.00 3.50 6140 6140 28 5480
140 5.00 4.80 5640 5640 28 5890
140 6.00 4.70 4990 4990 2B 5590
140 5.50 4.40 5630 5630 28 5420
1892 .2012 DOW Sim Systems, Inc. Pages Quedrel iService BAI
02/13/2012 17:3B 9728644806 TEXAS INLETS INC PAGE 06
•
tic/ MIDLOTHIAN CEMENT
245 Ward Road • Midlothian. TX 7606.5 • 972.77S1449 - www.txl.com
e
SPECIFICATIONS
1 Portland Cement
i , : u n per: Car Number: Tons: Type I /II (Low Alkali)
Sample Date: December -2011 Monthly Average A.S.T.M C150 -11
i Spec. Test Spec. Test
Chemical Requirements: Limit Result Physical Requirements: Limit Result
S102, ( %) " 20,0 Air Content, Volume, ( %) 12 max 8
Al203, ( %) 6.0 max 4.2 Average Fineness (Blaine). (m2/kg) 280 min 366
r- -2r3, (%) 6.0 max 3.6 420 max
CaO, ( %P) A 64,7
Mg0, (%) 6.0 max 1.2 Autoclave Expansion, ( %) 0.80 max - 0.03
S03, ( %) 3.0 max 2,7
Lass on Ignition, ( %) 3.0 max 2,1 Time of Setting:
Insoluble Residue, ( %) 0.75 max 0.41 Vicat Initial set, minutes 45 min 110
CO2, ( %D) A 1.3 375 max 116
L ei, ( %) 5.0 max 3.1
CaCO3 in limestone, ( %) 70 min 96 Compressive strengths, (Mpa)
3 days 12.0 min 27.3
7 days 19,0 min 32.5
Potential phase composition, (%): Compressive strengths, (psi)
C35 A 64 3 days 1740 min 3956
C2S A 9 7 days 2760 min 4715
L.A 8 Max 5
C4AF ° 11
C3S + 4.75(C3A) 100 max 98
Spec. Test
Optional Chemical Requirements: Limit Result NSF
Total Alkalies (Na20 equiv.), ( %) 0.60 max 0.50
\, :'icable.
9 Adjusted for limestone perA1.6 Certified to
NSF /ANSI 61
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: 1/11/12
Tltle: Quality ervices Manager
02/13/2012 17:38 9728644806 TEXAS INLETS INC PAGE 07
qiiii) TXI corp.
Bridgeport tone lant Terrnical Services Lab
P.O. Box 48 Phonn: 972.647 -7232
Bridgeport, Texas 76426 Fax: 97 2 64 7 -7244
aII' . !!n.VReUxnvnf.dr;oa•,wN . . . ..... . • . o•; • ••. .. ... .q t!FiRG;>rrni
DATE January 6, 2012
COMPANY /NAME
MATERIAL 1" - #4 Class A
TEST RESULTS
SIEVE SIZE WT. RETAINED % PASSING SPECIFICATION
U• S. METRIC
11/2" 37.5mm 0 100.0 100
1" 25.0mm 0.62 98.2 95 100
3/4" 19.0mm 8.6 75.3 (60 90)
1/2" 12.5mm 22.74 34.8 25 60
3/8" 9.5mm 29.22 16.2
#4 4.75mm 33.9 2.8 0 10
#8 2.36mm 34.44 1.2 0 5
TOTAL WEIGHT 34.86
..... • , • . . .., , _ R�77Ina7AA+WfrRRIRi�I6�u6t
SPECIFIC TEST RESULTS
TxDot 403-A Specific Gravlty(SSD) 2.66 Txoot 411-A Magnesium Soundness 11
Sodium Soundness 0
TxDot 403-A Absorption 1
Unit Weight :
TxDot410 -A L A Abrasion 30 Dry Loose 97.2 LBJCF•
Dry Rodded / 10 LB.
TxDot 413-A Clay Lumps 0 /
TXDol406 -A Deaanta ion 0.8 i /
Ben Jones
TxiRepresentative fijeY
02/13/2012 17:38 9728644808 TEXAS INLETS INC PAGE 08
ICO T TECHNICAL SERVICES LAB
TXI Concrete S PHONE: 872 -847 -7232
FAX; 9728.47-7244
,• . ..,, .;0.',n4.. • ..1 I. r?' ,- . ,'., .... . ,;y i :• .,.. : v 1:: 1. , . 0. . M. Y..,. :., ..,... 'aflIF.: -._., .. .... . -.,, , :'1 ( '!tgi1P&'�111
DATE January 6, 2012
COMPANY /NAME
MATERIAL, Concrete Sand
TEST RESULTS
SIEVE SIZE WT. RETAINED % PASSING SPECIFICATION
U, 5. METRIC
3/8" 9.5mm 0 100.0 100
#4 4.75mm 8 98.5 95 100
#8 2.36mm 48 911 80 100
#16 1.16mm 114 78,9 50 85
#30 .600mm 216 60,0 25 60
#50 .300mm 438 18.9 10 30
#100 .150mm 534 1.1 2 10
#200 .075mm 540 0.0 0 3
TOTAL WEIGHT 540 F M. 2.515
. .. .. .. tam
SPECIFIC TEST RESULTS
TxDot 403-A SpccIllc Gravity(SSD) 2.83 TxDot 411-A Magnesium Soundness 8
Sodium Soundness 1
TxDot 403-A Absorption 0.5
Unit Weight
TxDot 812J Add Insoluble Residue 87 Dry Loose 103.2 LB. /CF,
Dry RoddEd 110.2 LB. /CF.
TxDot 203-F Sand Equivalent 92
Ben Jones
TXI REPRESENTATIVE
•
SfrW il, ,
0 _ . r '
ji •
02/13/2012 17 :38 9728644808 TEXAS INLETS INC PAGE 09
13 a BASF
The Chemical Company
January 5, 2012
TXI Operations, LP
1341 W. Mockingbird Lane
Dallas, Texas 75247
Attention: Victor Villarreal
Project: AU Projects
Project location: Various Locations
Certificate of Conformance
MB -AETM' 90
PiASF Construction Chemicals, LLC' 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, Ohlo,certify:
That M9 -AE 90 is a BASF Corporation Air Entraining Admixture tot and
That no calcium chloride or chloride based Ingredient is used in the manufacture of MB -AE 90; and
nat MB -AE 90, based on the chlorides originating from all the Ingredients used in Its manufacture, contributes Tess
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.
Richard Hubbard
Sr, Technical Marketing Specialist, BASF Corporation
BASF Corporation
23700 Chagrin Boulvard A
'ievaiand, OH 44122
218 839 -7500 ph Bait ers
www.maslerbuildera.com Admixture Solutions
02/13/2012 17:38 9728644806 TEXAS INLETS INC PAGE 10
BASF
The Chemical Company
January 6, 2012
TXI Operations, LP
1341 W. Mockingbird Lane
Dallas, Texas 75247
Attention: Victor Vilarreal
Project: All Projects
Project location: Various Locations
crliflcate of Conformance
Pozzollth® 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 es Mestor Builders, Inc.)
I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohlo,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 Pozzollth 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
8, Retarding, and Type D, Water Reducing and Retarding Admixture as specifled in ASTM C 494, Corps of
Engineers' CRD -C 87 and AASHTO M194, the Standard Specifications for Chemical Admixtures for Concrete.
Richard Hubbard
Sr. Technical Marketing Specialist, BASF Corporation
BASF Corporation Master
23700 Chagrin Boulverd OH
216 8 7 , 5 00 44122 Builders
216 3700 ph
www.masterbwldere.com Admixture Solutions