ST0501-SP120203 02/03/2012 10:22 9728644908 TEXAS INLETS INC PAGE 01
FAX COVER SHEET
Texas Inlets, Inc.
3238 SouthernDr. #306
Garland, Texas 75043
Fax Number (972) -864 -4808
Send to: ® 9 kt\ t From:
C lA-V 0 • • • RONNIE STONE
Attention: - • , • ft: a • Date:
Office Location: C • I)? k` Office Lo ation: • Q �, &
Fax Number: Gk Z -- 3 -- Phone Number: (972) - 864 -481 1
L i Urgent 7 0 ( + I q7Z% 5 7(
0 Reply ASAP
CI Please commen 3 1
_Pl,ease_revi.ew
For your information
Total pages, including cover: I�
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02/03/2012 10:22 9728644808 TEXAS INLETS INC PAGE 02
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1341 'Vast ItAnGldnghircJ Lane •Gallas , ? eta ®s 75247 •97'.B11-7,67p0 •wwa+n!•tul.GCm
a
. Texas Inlets • •
1 i
3 .O. Bor. 495685 '
CrarlPmcl, T3L, 75049
Attr►.; Mt.Ronnie Stone
R s/DEFOREST ROAD RECONSTRUCTION I ( \
• CI'TX OF COPPELL
Mir Cade Numbers
.E274
The attached ccmerc a ran; designs utilizmo ihe appropriate ASTM C -33 or ASTM. C -33 D aggregate ate
proposed far 'Me mine above refer:n=1 project far reedy -mixed concrete to be baby TM.
To =are that'll= eaueet mis is delivered to Tow project, please artier by the snit deti9n =orb= which
appears Mil= left Iona career off .t mix deeigo-
r eethed design identity, ®d delivered by 'TIM, trill
eerliE s that'll= above min d�c+gnR, whoa cadc�db3 � a =hen tested. in s�oord�ae with $e
meet o` e[cecd t indicated a gIi r n � at the desigty of G 94, and. at�d Gamut AS7M Standards C 31, C 39, C 78, C 172, C 293 applicable
evaluated. in. accordance applicable provisions of the ACZbn�tl cock,
TAI Nona ld Jae to be inebaed on Sots a g'liat to receive all teat r PO• ASTM C 94 reifies a
to receive copies of all test reports strengfa
of concrete is used as a bags for ado eC. '
addi ieaal infer please notify of °� . °f the •
co>zm�ve ifyonhava qn ron any tD f'srstplae sb fl cam t aeceg��• To
proposed mix design pica to its ,.. vat. Ft in al to the above
. fret= proper tt rot d is cirdatd, pl,ease.seati a copy of s lets, after approval, .
. , referenceaprojeet In be used by the pereoe i orrlothige ce0111VM for this i b• .
Y. ,, ,..... a.- C•aws.n �Rir. Yiii .Titilla`iSiiraZlili1:L.i.P�.�.: .1016166.1; ' •6.8 .:1.16V
copied, duplicated or diaclosea to third patties wift:tontthe =ptessoa wry eaaBe t of TL
•
.-1 R. . .
I li ' Sincerely, Z/ 1 C (''' .
T,�I Dpctatitma
-,. , ."■11.2;;'''''',rr.‘‘,>:( — - . . ' . ,
_M�', victor H. Villarreai
Ma:sager _ QA /Q.C• oc
w _ �^ ' 'S _� 1pD2.9010Dit sax BYRemt,
02!03/2012 10:22 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 ahvuld be used if the grout remains in the placement
5. Pump mixes are based on minimum cement content pumped at ground level As pomp litre
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 far excessive loss of =trained air content
where 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 planing 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 Metbed 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, TX t will guarantee the strength performance of the mix desigr,(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 backup data for the referenced mix desi.gn(s). If the strength
information is not available, or is insufficient, confirmation testa may have to be conducted by your
Iaboratory.
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1992 . zo i o Digital Site Bin:Solt, me. Pege3 Quadrel i5 erviee
SAd
02/03/2012 10:22 9728644808 TEXAS INLETS INC PAGE 04
) „ 13411/inekivit iird:Lxnc, Dallas, Texas 75247
972):647- 6700,ww
Date Issued:
Customer: Texas Inlets
Project North Texas Parkway, Phase 2 - North TUehlan Plant:
5274 6.00SIC ADM:I:K/AEA. 1 "CS
• Drainage Structures
Admix. SSD Weight (lb)
pescription - -•564 "!'-
Type Ina Cement _ -- 1864 •"'"" #57 Crushed Stone 1273 —
C33 Sand
City - 25g .•
MB-AE 90 03 to 4.0 ot/cwt C +P
AE 9
Pozzolith 322N 3.0 to 7.0 oz /cwt Ci-P
Specified P'c : 4 000 psi • 28 da
TOTAL ' iEL
Specified Slump: .1 • To 5.00 in
Designed Unit 'Weight . .. "• .
Specified Air. 3.00 -To 6.00 % Designed W/C + P Ratio: X 14. 6 _ ,
Designed Air
4.5 % Designed Volume: r� 27,00 m.ft .
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NO'T'ES: •
'D2 has no lmowledge 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 anticipaind environmental conditions (ie. ACI -318 seedolls 4.1 -4.3, and the local
Bnilrling.Codes). Data enclosed represents the potential of this mu when sampled and cured per ACT 301 and
Section 1.6.3., marl per ASTM C -31.
Cb mini admixtures ere added in accordance with the maunf tetu 's recommendations. TX1 reserves the
right to adjnstthese dosages to meet the changes in jobsiie demands.
This miz 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 gradatitms or specific gravity of nlatxzial
Mix Design Proportions and specifications are confidential and proprietary trade secrets of TXL Any use or
dissemination wifhonttpermission is a violation of federal criminal law. _ . - - __ -..
COMMENTS:
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cd-
1992 - 2010 Digital Sts Systans, ac- Pa(� Qnedrel iScvice &M
02/03/2012 10:22 9728644808 TEXAS INLETS INC PAGE 05
Date: 3/31 /2010
XI 1.+41 Moelongbird Dm., NW., Teem 7570
iil . (971),647- 6700,nwaw.mcem
Units : U6
Mix Name: 8274 Mix Strength: 4,000 PSI at 28 Days
STRENGTH SOMMARY, Compression 6" }: 12"
strengths
N❑. Of Avg Avg Avg 28 Avg Acc Accept Std ACI318
Tests Slump Air Day Age Age Dev Reg'd
30 4,08 4.06 5320 5320 28 620 4950
DETAILED STRENGTH, Compression 6" 2; 12"
Plant Slump Air Strengths Acc Acc Age
28 Day Acc Age Age Run Avg 3
122 3.25 2.80 7300 7300 2B
122 4.50 4.30 5490 5490 28
141 4.25 5.20 6240 6240 28 6340
122 4.00 3.60 5990 5990 28 5910
122 5.00 4.70 6130 6130 2B 6120
138 4.00 5060 5060 2B 5720
150 4.00 4.60 5190 5190 28 5460
138 4.75 3.80 4330 4330 26 4060
141 4.50 4,40 5740 5740 28 5080
140 4.25 6.60 5220 5220 28 5090
150 4.00 2.90 5770 5770 28 5580
145 3.0D 4.60 4950 4950 28 5310
131 4.00 4.80 5880 5880 28 5530
138 5.00 3.70 5000 5000 28 5260
140 3.75 4.00 5130 5130 28 5340 • '
138 4.00 4.00 5390 5390 28 5170
138 4.00 3.60 4450 4450 28 4990
130 4.00 4.00 5280 5280 2B 5040
13B 5.50 4390 4390 28 . 4700
150 4,00 3.90 4860 4860 28 4840
138 2.75 3.60 4750 4750 20 4660
138 2.75 3.60 4750 4750 28 4780
131 4.00 3.20 5220 5220 2.8 4900
131 5.00 3.80 5300 5300 28 5090
131 4.00 3.10 5290 5290 28 5270
131 4.00 3.10 5730 5730 28 5440
131 4.25 5140 5140 28 5380
150 2.00 4.00 5060 5060 28 5310
150 5.00 4.50 5040 5040 28 5080
128 5.00 5.20 5570 5570 2B 5220
1792 -101 O blelod Stec Symms, log. pageS Qnedre) iScrvice
SM
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02/03/2012 10:22 9728644808 TEXAS INLETS INC PAGE 06
ea . . MIDLOTHta.N CEMENT
2A5 Wnrd Read ■ Midlothian, TX 76065 • 972.775.3419 • www.txi.eom
SPECIFICATIONS
.,.,.. _... _ ........... ....... - - �.... ,._._...,_,.- -- — -_. _,,. -, - .. -. o a eme
• • P rtl nd••G nt _ - . _
Bin Number: JCar Number: tTons: , ' Type 1 /It (Low Alkali)
Sarn.le Date: Febrile -2010 Months Avera•e . • A.S.T,M C150 -07
•
. Spec. Test ., Spec. Test
Chemical Requirements: Llmk 'Result Physical Regtlirerrlents: Limit Result
' Air Content, Voiurrte, ( %) . 12 max e
Al203, ( %) 6.0 mez 4.1 Average Fineness (Blaine), (m2/kg) 280 min 350
Fe203, (%) 6.0 max , 3.5 • 420 max •
•
MgO, ( %) 6.0 Max 1.2 Autoclave Expansion, (%) 0.90 Max • - 0.03 •
503, ( %) . . 3.0 max 2.7 •
Lc s., on 'anition, (%) • ' 3.0 mtax' • 2.0 Time of Setting. ,
Insoluble Residue, (9/0) 0.75 max . 0.36 •Vicatdnitial set, minutes 45 min • 115
C3A,'( %) . 6'max 5 ' 375 max ,11a
CO2, (%) 1.0 • - - .
Limestone, (%) 5:0 max . 2.4 Compressive strengths,, (Mpa) .
CaCO3 in limestone, ( %) 70 min • • .96 . 3 days
ays ' ' . • . 12.0 min 24.6
C3S + 4.75(C3A) ' 100 max 83.9 7 days . 19.0 min • 30.3 ,
Spec. Test Compressive strengths, (psi) /
Optional Chemical Requirements: Limit Result 3 clays 1740 min 3571
Total Alkalies (NO20 equiv.), ( %) 0.60 max 0.51 7 days 2760 min 439E
Heat of H dration 7 Da s eau. rt ' ram " • 132/348
'Test result represents most recant value and Is provided for information only.
We certify that the above destrlbed cement, at the time of shipment, meats
the chemical and physical requirements of the ASTM 0 150 specification. •
. •
0 -
✓� 3/1212010
Q Ices Manager Date •
!/ Certified to
' NSF /ANSI61
•
02/03/2012 10:22 9728644808 TEXAS INLETS INC PAGE 07
TX! corp.
Bridgeport Stone Plant Technical Sam toes ee Lab
P.O. Box 487 Phone: 872 -547 -7232
Bridgeport, Texas 76426 Fax. 972. 847.7244
male iWnaltagalilgesera 01lIIuB RI®
• PATE February 6, 2010
�D.MP_ANX L NAME .. ....... ...._.... - -- _......__ ..._..�. ___.. . _... - -_._.. -- .., _._._..... _ _ ..._..... _._ ........
MATERIAL 1" - #4 Class A
TEST RESULTS
•
SIEVE SIZE WT. RETAINED °h PASSING SPECIFICATION
U. S. METRIC
11 /2" 37.5mm 0 100.0% 100
1" 25.0mm 0.3 99.2% 95 100
3/4" 19.0mm 8.2 77.0%
1/2" 12.5mm 18.1 49.2% 25 60
3/8" 9.5mm 2B.2 20.6%
#4 4.75mm 33.6 5.8% 0 10
#B 2.36mm 35 1.7% 0 5
TOTAL WEIGHT 35.6
•
SPECIFIC TEST RESULTS
TSXDot 403-A Speokic Grevlty(SSD) 2.65 TxDet 411-A Magnesium Soundness 7
Sodium 5ovndnees
TxDot403 -A Absorption 1.1
Unk W olpht :
Txdot 410-A L A Abrasion 30 Dry Loose 94.3 LB./CF.
Dry Ratified 101.5 LBJCF.
TxDot 413-A Clay Lumps 0
TxDot 40B-A • Decantation 0.5
Skeet Caruthers
Txi ReAresentative
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.2!03!2012 10:22 9728644808 TEXAS INLETS INC PAGE 08
TXt corp.
TECHNICAL SERVICES LAD
LAIF TXI Concrete and PHONE: 972-647 -7232
FAX: 972 - 647 -7244
•
EINUEMMeglIMINIEMEIMMINIENTRIESIIMMIViEssENNInrsoniamenalMlim
P ATE February 6, 2010
_ .._ COMPANY / NAME.,. _ - ... ........, _. . _ .., .. _... .. _ _. .
MATERIAL Concrete Sand
TEST RESULTS
SIEVE SIZE WT, RETAINED % PASSING SPECIFICATION
U. S. METRIC
3/8" 9.5mrn 0 100.0% 100
#4 4.75mm 11.9 98.5% 95 100
#8 2.36mm 87.5 89.3% BD 1D0
#16 1.16mm 213.9 73,8% 50 85
#30 .600mm 341.3 58.2% 25 60
#50 .300mm 609.5 25.4% 10 35
#100 .150mrn . 769.7 5.7% 0 10
#200 .075mm 810.7 0.7% 0 3
TOTAL WEIGHT 816.5
SPECIFIC TEST RESULTS
TxDot 403-A Specific Gravlty(SSD) 2.63 TxDot 411-A Magnesium Soundness 6
Sodium Soundness 2
TkDot -A Absorption ib.6
Unit W eight :
TxDot 6121 Add Insoluble Residue 63 • Dry Loom 1042 LB.ICF,
Dry Rodded 110.5 LBJCF.
TxDot 203-F Sand Equivalent 90
Skeet Caruthers
TXI REPRESENTATIVE
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02/03/2012 10:22 9729644/308 TEXAS INLETS INC PAGE 09
, . E I BASF
The Chemical Company
January 11, 2010
TXi Operations, L.P.
1341 W. Mockingbird Lane
Dallas, Texas 75247
Attention: Victor Villarreal
Project: All Projects
Project location: Various
Certificate of Conformance
Pc olith® 322 N
BASF Construction Chemicals, LLC` Admixture for Concrete
(`Previously doing business as BASF Admixtures, Inc, and prior to that as Degussa Admixtures, Inc, and Master
Builders, Inc.)
I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Construction Chemicals, LLC , Cleveland,
Ohlo,cer fy:
Th:It Pozmllth 322 N is a BASF Construction Chemicals, LLC Water- Reducing Admixture for concrete; and
That no calcium chloride or chloride based ingredient is used in the manufacture of Po =olith 322 N; and
That Pczzolith 322 N, based on the chlorides originating from all the ingredients used in its manufacture, contributes
less than D.D0024 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 Cops of Engineers' CRD -C 87 and t AASHTO M194, the Standard Specifications for Ch Admixtures for
Concrete.
. r
Richard Hubbard
Sr. Technical Marketing Specialist BASF Construction Chemicals, LLC
•
•
BASF Construction Chemicals LLC •
2
MaSter
3700 Chagrin Boulvard -
Cleveland, OH 44122 S I +ld
218 838 - 7500 ph
www,rnasterbullders.com Admixture Solutions
02/03/2012 10:22 9728644808 TEXAS INLETS INC PAGE 10
if l WI BASF
L�n
The Chemical 'Company
January 11, 2010
TXI Operations, L.P.
1341 W. Mockingbird Lane
Dallas, Texas 75247
Attention: Victor Villarreal
Project: All Projects
Project location: Various
Certificate of Conformance
MB-AE' MB-AEw 90
BASF Construction Chemicals, LLC" Alr- Entraining Admixture for Concrete
Previously doing business as BASF Admixtures, Inc. and prior to that as Degussa Admixtures, Inc. and Master
(*Previously Inc.)
;, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Construction Chemicals, LLC , Cleveland,
Ohio,certify: •
That MB -AE 90 is a BASF Construction Chemicals, LLC 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 B0, 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 10D 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.
Cl
•
Richard Hubbard
Sr Technical Marketing Specialist BASF Construction Chemicals, LLC
•
BASF Construction Chemicals, LLC
23700.Chsgrin -Boulvard •
Cleveland, OH 44122 g 216 638 -7600 ph
www.masterbullders.com Admixture Solutions
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