Coppell Trade-SP05120513~.1 West Mockinclb ird Lan e ' Da llas. T e xa s 75247 '972.647.6700 'vc, vw. txi com
December 2, 2005
McFadden & Miller, Inc.
P.O. Box 59882
Dallas, TX. 75229
Attn: Mr. Jon Jacobson
RE: Coppe/1 Trade Center - Building C
Mix Code Numbers
B8274
The at~ached concrete mix designs uOli~dng 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 projec~ please order by the mix design number which
appea's in the lei~ hand comer of the mix design.
TXI certifies that the above mix designs, when ordered by specified design identity, and delivered by T3~, will
meet or exceed the indicated design s~ngth at the designated age when tested in accordance with the
applicable and eun-ent ASTM Standards C 3 l, C 39, C 78, C 172, C 293, applicable provisions of C 94, and
evaluated m accordance with applicable provisions of the ACI building code.
TX] 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 requi~ any additional information. Please notify TXI of approval of the
proposed mix design prior to its use. Failure to notify us prior to fieat placement shall consrimte aceoptance. 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 m this submittal is confidential and the exclusive property of TX1. It canaot be
copied, duplicated or disclosed to third parties without the expressed written consent of TXI.
Sincerely,
TXI Overations, LP
Victor H. Villarreal
Manager - Q.A./QC.
Letter Of Transmittal
12/2/2005
9:07:IMAM
Report: 38789 Contairm the Following Reports:
· Submittal #820 for Project: Copp~ll Trade Centcr- Building C
· Dc~ailod Data for Submittal #820
· Backup Data for Mix:B8274 of Submittal #820 for Projcct: Coppcll Trade Ccnter - Building C
· Bcll Savoy (lqovcmI0cr 2005).pdf attachmcnt for Submittal #820 for Project:Coppell Tnute Center ' Building C
· Mill Creek Stone. Octobcr.pdf attachment for Sulnnittal #820 for Pro~ect:Coppcll Trade ~ ' Buildi~ C
· Cement Ccaificatc (Septcmbcr).pdf attachra~nt for Submittal #820 for Project:Coppell Trade Center - Building C
· D- 17.pdf attaelunent for Submittal #820 for Pmj~ct:Coppe[I Trade Center - Building C
· Davavair 1000.pdf attachment for Submittal #820 for Project:Cogpcll Trade Center - Building C
GENERAL NOTES
Pumping Notes:
1. 5" minimum diameter lines with no reduction to smaller lines.
2. Keep robber 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
required to assure strength end 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 flee fall discharge from hose. To ensure
minimum air loss when pumping, maintain a continuous flow of cuncre~ through the entire length of
pipe and do not subject concrete to free fall.
7. The term "pempable 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
recommcndehons indicated above are followed. The term "pumpable concrete** does not relate to
concrete proportioned in a pa~cular manner or enntnining 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 m section 8.1, alternative method,
ASTM Specification C 330-04.
Unless otherwise indicated, when thc concrete temperature at point of placement exceeds 90 degrees
Fahrenheit, TX1 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, as long as the concrete is placed within 75 minutes fxom 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), ffthe strength
information is not available, or is insufficient, confirmation tests may have to be conducted by your
laboratory.
TXI PROPRIETARY A~ND CONFIDENTIAL
1341 Mockingbird Lane, Dallas, Texas
(972) 647-6700, www.txi.com
Customer: McFadden & Miller, Inc.
Project: Coppell Trade Center - Building C Plant: 100
All DFW Plants
Date Issued: December 2, 2005
B8274 6.00SK ADMIX/AEA I"CS
Approaches (Customer will add Red Pigment on Jobsite)
Description Admix. Weight (lb}
Type I/II Cement 564
1" - ~4 Crushed Stone 1840
Concrete Sand 1273
City Water 258
Daravair 1000 0.5 to 2.0 oz/cwt C+P
Daratard 17 2.0 to 4.0 oz/ewt C+P
S~c~F'c:
Specified Slump:
S~cifiedAir:
Des~n~Air:
NOTES:
4,000 psi ~ 28 days TOTAL 3935
3.00 To 5.00 in. Designed Unit Weight: ~---.~.145.7 lbs./eu.ft.
3.00 To 6.00 o/~--~ Designed W/C + P Ratio: 0.46
4.~y Designed Volume: ----"' 27.00 cu.ft.
TXI has no knowledge or authority regarding where this mix is to be placed (if other thau the defmed 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, mad air content,
are appropriate for the anticipated environmental cendifions (ie. ACI-318 sections 4.14.3, and the leeal
Building Codes). Data enelused represents the potential of this mix when sampled and cured per ACI 301 and
Section 1.6.3., and per ASTM C-31.
Chemical admixtu~s are added in ecconlance with the manufacturer's regommendatious. TX~ r~serves file
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 ehauge depending on gradations or speeifie gravity of material.
Mix Design Proportions and specifications are confidential aud proprietary trade secrets of TXI. Any use or
dissemination without permission is a violation of federal criminal law.
COMMENTS:
1992 - 2OO5 Digital Site Syst~. Ine Pa~ Quadrel iService 8,1
(972) 647-6700,
Date: 12/2/2005
Uui~:
Mix Name: B8274 Mix Strength: 4,000 PSI at 28.0 l0
STRENGTH SUMMARY, Compression 6" x 12"
Strengths
No. Of Avg Avg Avg 28 Avg Acc ACI318 Accept Std
Tests Slu~p Air Day Age Req'd Age Der
30 4.48 4.42 4850 4850 4660 28 490
DETAILED STRENGTH, Compression 6" x 12"
Batch Date Plant Slump Air Strengths Acc Acc Age
Number 28 Day Acc Age Age Run Avg 3
24055 4/12/2005 i46 4.50 4.30 4790 4790 28
23998 4/12/2005 146 4.25 4.70 4530 4530 28
26314 4/14/2005 131 4.50 5.90 4150 4150 28 4490
27197 4/15/2005 146 5.00 4.90 4940 4940 28 4540
26981 4/15/2005 146 4.25 4.70 4910 4910 28 4670
30775 4/21/2005 146 5.25 4.40 4380 4380 28 4740
30632 4/21/2005 146 5.00 3.40 4550 4550 28 4610
30818 4/21/2005 146 5.00 4.20 4760 4760 28 4560
34945 4/28/2005 146 4.75 4.10 4370 4370 28 4560
36649 5/2/2005 146 4.00 3.10 4900 4900 28 4680
38486 5/5/2005 146 5.50 3.90 4440 4440 28 4570
41110 5/9/2005 146 4.00 4.20 5150 5150 28 4830
45167 5/13/2005 146 5.00 4.20 4380 4380 28 4660
47219 5/17/2005 146 4.75 4.90 4480 4480 28 4670
05*24*05 5/23/2005 129 3.75 5.10 6000 6000 28 4950
51113 5/24/2005 131 4.50 5.30 4370 4370 28 4950
56813 6/6/2005 146 3.75 4.10 5250 5250 28 5210
56879 6/6/2005 146 4.50 4.20 5230 5230 28 4950
56780 6/6/2005 146 4.25 4.70 5680 5680 28 5390
06/09/05 6/9/2005 129 1.00 4030 4030 28 4980
59856 6/9/2005 140 5.00 4.70 4600 4600 28 4770
06 13 05 6/13/2005 129 5.50 4740 4740 28 4460
62848 6/14/2005 131 4.50 4.50 5750 5750 28 5030
64780 6/16/2005 146 4.50 4.70 5090 5090 28 5190
64842 6/16/2005 146 5.00 4.10 4900 4900 28 5250
67977 6/22/2005 144 4.50 4.20 4530 4530 28 4840
69124 6/23/2005 146 5.00 4.60 4550 4550 28 4660
72593 6/29/2005 146 4.00 4.00 5530 5530 28 4870
74572 7/1/2005 146 4.00 3.50 5490 5490 28 5190
74496 7/1/2005 146 4.75 5.10 4980 4980 28 5330
SAND
Meiw~lal: TXl - BELL SAVOY
Source: Stockpile .
Plant: ft40(Richardso~n)
Clay Reading: 3.7
Sand Reading: 3.4
Sand Equivalent: 92
Sample DaM: 29-*Nov-*05 Wet Weight: 602.6
Time: 11:00AM Dry Wa/ght: 576.1
%Moisture (total): 4.6%
Analysis Date: 29**Nov-05
Time: 2:00PM Fineness Modulus: 2.24
Sample By: GWIVt
Analysis By: GWM
3/8" 0.0 0.0% 0 0
No.4 25.7 4.5% 0 - 5 0 - 5
No.8 64,1 11.1% 0 - 20 0 - 20
No.16 101.4 17.6% 15 - 50 15 - 50
No.30 179.8 31.2% 40 - 75 35 - 75
No. 50 373.8 64.9% 70 - 90 65 - 90
No. 100 543.6 94.4% 90 - 98 90 - 100
No. 200 574.2 99.7% -. ~. ~'~ , 97 - t00
COARSE AGGREGAT.
SIEVE ANA
Material: TXI - MillCreek 1" "WET" Weight: 17.59
Source: Stockpile 'DRY' Weight: 17.5
P/ant: ~.43(Camey~) 'Total" Moisture: 0.4%
Sample Date: 12-Sep-05 "DIRTY" Weight: 15.6
Time: 9:30 AM "CLEAN"' Weight: 15.45
DECANT: 0.96%
Analysis Da~: 12-Sep-05
Time: 10:00 AM
Sample By GVVM
Analisle By GWM
51EVE ~._..m_ Ret % If, BT Aai~ C,.33 TxDOT 42t.2(~)
1-1/2" 0.00 0.0% 0 0
1" 0.72 4.1% 0 - 5 0 - 5
314" 4.00 22.8% ~
1/2" 10.80 61.6% 40 - 75 40 - 78
318" 14.38 82.1% ~
No, 4 16,83 96.1% 90 * 100 90 - 100
No. 8 17.24 98.4% 95 - 100 95 - 100
-~--"--~e MIDLOTHIAN CEMENT * 245 War~ Road · Midloth~an, Texas 76065 www.txLco~
Bin Number: JCar Number: jTons: J
.~@mple Date: September.2O05 MonthlyAvera.~e J
Spec.
:hemicai Requirements: Limit
Test
Result
~.t203. (%) 6.0 max 4.6
:e203. (%) 6.0 max 37
v~gO, (%) 6.0 max 1.2
~03, (%) 3.3
.ess on Ignition, (%) 3.0 max 25
nsotuble Residue, (%) 0 75 max 0.29
.~3A, (%) 8 max 6
:O2, (%) "' 12
.imestone, (%) 50 max 2.7
;aCO3 [n limestone, (%) 70 rain 98
Spec, Test
)pUo~ai Chemical Requirements: Limit Result
'mai AlkaJies (Na20 equiv.), (%) 000 max 052
Physical Requirements:
Air Content. Volume, (%)
Fineness (Blaine), (m2Jkg)
Autoclave Expansion, I%)
Time of Setting;
V[cat initial set, minutes
GiiJmore imtial set, (minutes)
Giltmore final set, (minutes)
Compressive strengths,(Mpa)
3 days
7 days
Compressive strengths,(psi)
3 days
7 days
SPECIFICATIONS
Portland Cement
Type 1/11 (LOW AJka{i}
A.S.T.M C 150-04
Spec. Test
Limit Result
12 max 8
280 min 352
0.80 max -002
45min 103
375max 103
60min 177
600max 282
7.0min 27.6
12.0min 34.1
1740 min 4006
2760 min 49S~
See ASTM C150 Table 1, Footnote D.
'Not Applicable,
le certify that the above described cement, at the time of shipment, meets
~e chemical and physical requirements of the ASTM C 150 specification.
Jt~Scfibed and sworn to before me on this date:
10/11/2005
'~Y~ % RITA AGUIRRE J
: ..."' ',~:*" ' - ~.
Certified to j
NSF/ANSi 61
Grace Construction Products
W.R. Grace & Co. - Conn.
4323 Cdtes Street
Houston, TX 77003
713-223-8353
www.gracoconstruction.com
6/15/2005
Victor H. Villarreal
TXI Operations, Lp
1341 W. Mockingbird Lane
Dallas, Texas 75247
Project Name: All Projects
Product Selected: Daratard® 17
This is to cert~ that the Daratard~ 17, a(n) Retarder, as manufactured and supplied by Grace
Construction Products, W.R. Graco & Co. - Conn., is formulated to comply with the Specifications for
Chemical Admixtures for Concrete, ASTM: C494, Type D AASHTO: M194, Type D.
Daratard~i) 17 does not contain calcium chloride or chloride containing compounds as a functional
ingredient. Chloride ions may be present in trace amounts contributed fi`om the process water used in
manufacturing.
The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached.
Thomas M. Greene
South Western Region Technical Services Manager
Grace Construction Products
W.R. Grace & Co. - Conn.
4323 Cdtes Street
Houston, TX 77003
713-223-8353
www.graceConstruction .com
6/15/2005
Victor H. Villarreal
TXI Operations, Lp
1341 W. Mockingbird Lane
Dallas, Texas 75247
Project Name: All Projects
Prod uct Selected: Daravair® 1000
This is to certify that the Daravai~) 1000, a(n) Air-Entraining ~-~ent, as manufactured and supplied by
Grace Construction products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications
for Chemical Admixtures for Concrete, ASTM: C260 AASHTO: M154.
Daravai~) 1000 does not contain calcium chloride or chloride containing compounds as a functional
ingredient. Chloride ions may be present in trace amounts contributed from the process water used in
manufacturing.
The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached.
Thomas M. Greene
South Western Region Technical Services Manager
December 2, 2005
1 341 W~Sl ~ccki'~cl; ird La'q e Dall~a,Texas 75247 '97~7~700 '~'~w t~ti eom
McFadden & Miller, Inc.
P,O. Box 59882
Dallas, TX. 75229
Arm: Mr. Jon Jacobson
RE: Sandy Lake Dis~:ibution Center
Mix Code Numbers
B8274
The attached concrete m/x desigz~s utilizing the appropriate ASTM C-33 or ASTM C.330 aggregate are
proposed for use on the above referenced project for ready-rmxed concrete to be furnished by TXI
To ensure that the coffee: rmx is delivered to ?x>ar project, please order by the mix design number which
appears in the left hand comer of the mix desagn.
TXI certifies that the above mix designs, when ordered by specified design identity, end dehvered by TXI, will
meet or exceed the indicated design sUength at the designated age when tested i~ accordance with ~e
applicable and current ASTM Standards C 31, C 39, C 78, C 172, C 293, applicable lXOVismns dfC 94, and
evaluated in accordance with applicable provisions of the ACI building code.
TXI wonld like to be included on )our mailing list to receive all test reports. ASTM C 94 entitles a
manufacturer to receive copies cf all test xeports wher, strength of concrete is used aa a basin for acceptance.
Comact us if you have an), questions or require any additional inforrna:ion. Please notify TXI of approval of the
proposed rmx design prior to ~ts use. Fmlure to notify us prior to freer 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
referencedproject to be used by the per,on ordering the concrete for this job.
The mformatton comamed in this submxrtaI :s confidential and the exclusi~ e properl1, of TXL It cannot be
copied, duphcated or disclosed to th/rd parties withou: the expressed wmten consent of TXI
TXI Operations, LP
Victor H. Vlllarreal
Manager - Q.A./Q.C,
?age2
Qaadrel iService
PI 39~8 90~±N03 AIIq~R3 IX± L£/_£LPggL6 6'[:68 GO0g/S~/E'[
1341 Mockingbird Lane Dallas, Texas
....... (97-~) 6474700:' ~,.~,~,<i,~f2~id:sm
Customer: McFadden & Millet, ][tic.
Project: Sandy Lake DJsuthution Center Plant: 100
All DEW Plants
Date Issued: December 2, 2005
Bfi274 6.00SK ADMIX AEA I'rcs
Approches (Oastomer will add Red Pigment on Jobsite)
Description Admix. Weight (lb)
Type I/II Cement 564
i" - #4 Crashed Stone ~840
Concrete Sand 1273
Ci~' Water 258
Datavair 1000 0.5 ~o 2,0 oz/c,~ C+P
Daratatd 17 2.0 to 4 0 o~"cwt C-P
Specified F'c: 4,000 psi ~ 28 days TOTAL 3935
Specified Slump: 3.00 To 5.00 in. DesignedUnJt Weight: 145.7 lbsdcu.ft.
Specified Att: 3.00 To 6.(10 % Desxgned W/C - P Ratio: 0,46
Designed Air: 4,5 % Designed Volume: 27.00 cu,ft
NOTES:
TXI has no lmowledge or antt:onty regar&ng where this mix is to be placed (if other than the defined use on
page 1), therefore it is the responsibility of the project architecVengineer, and or contractor to insure that the
above designed mix parameters of compres s~ve strength, water cement ratio, cement content, and afl content,
are appropriate for the anticipated em'ironmental conchtions (lc ACI-318 sections 4,1-4.3, and the local
Building Codes). Data enclosed represents the potennal of this mix when sampled and creed 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 m jobsxte demands.
This mix hts been designed re meet the requiremems of the documents received from the project, an&or yom
verbal request. Aggregate weights may change depsuding on gradations or specific gravity of material.
Mix Design Proportions and specifications are conEdential and proprietary =adc secrets of TXL Any usa or
dissenfinafion without perrrfission is a ;iolation of federal criminal law
COMMENTS:
NOTES
Pmmpmg Notes:
1. 5" minm:mm diameter lines with no reduction to smaller lines
Keep robber l',ose to absolute mmmmm length and plan pipe with as £ew 90 degree angles as
possible.
3 Samples for slump and s~ength tests should be taken at discharge end of hose for strength
guarantee to be valid.
4, To prime pump lhies, a minimum of 8.0 sack grout is recommended ibr lubncation. In the case of
snength concrete, equivalent strength glout should be used if the grout remains m the placement.
5. Pump mixes are based on mln~num cement content pumped at ground level. As pump l~ne
increases in length or height an~or layout configuration changes, mix design modifications may be
required to assure strength and pumpabiliq' at additional cost to the contractor.
6. TXI cannot corm'el, and is therefhre not responsible for excessive loss of en~-ained air content
when loss occurs as a result of boom configuration or free fall discharge from hose To ensure
rain's'hum air loss when pumping, maintain a continuous flow of concrete thcongh the entire Iength of
pipe and dc not subject concrete to tYee thll.
7. The term "pumpable concrete" refers to concrete which is capable of being transported through an
apparatus which fbrces concrete to the placing position through a pipeline or hose as long as the
recormnendations !ndicated above are followed The term "pumpable concrete" does not relate to
concrete proportioned m a particular manner or containing a specific type of product.
Slzength of lighBvcight rmx designs valid provided strength specimens are a~r cuzed in accordance
with AS'I%i Test Method C 567-05, section 7,3 except as modified m section 8,1, alternative method,
ASTM Specification C 330-04.
Unless otherwase re&coted, ~?,en the concrete temperatm'e at point of placement exceeds 90 degrees
Fahremheit, TXI will guarantee the strength p~dhrmance o£the mix design(s) herein submitted up to a
max~am placement temperature of 100 degrees Falaenheit using an ASTM C 494 Type D retarding
water-reducer, az long as the concrete is placed within 75 minutes from batch nme, Unless o~erw~se
indicated, strength of plato concrete guaranteed up to a maximum placement temperature of 85
degxees F al'sera%it
We are enclosing all available backup data for the referenced n~x design(s) If the st~'ength
reformation ~s not available, or is insufficient, confirmation tests may have to be condacted by your
laboratory
Page;
Letter Of Transmittal
12/2/2005
9:16:16AM
R~port: 38790 Contains We Foliow~g Re~r~;
· Submillal #821 ~r Project: Sandy Lake ~striba~.on Cemer
Derailed Data for $ubmiltal ~$21
Backup Da~ for M~x:B$274 of Submittal #821 for Project: Sandy Lake Diswibuflon Cex~ter
· Bell Savoy (November 2O05),pd f atlachmem for Submiltal n821 for Pm)ec: ~andy Lake Dismbauan Ceater
· Mi~C~eekSmn¢*~ct~ber~pdfarmchmea~tfm~ubm~wa~S2~f~r~h`~je~tS~ndyLakeDi~mbu~nCen~er
CcmentCcnifica~e(September)pdfat~achmcntforSnbmirtal#821 forProj¢c~:Sand> LakeB~rhbut~onCe'nrer
D-17.pdfattachmentf~r~abmttal#82Ifor?roject:SandyLakeDistribu~ionCenler
Davavatr 100O Fdfat 'tacl~mcnt for Submittal ~821 for Project:Sandy Lake Disn~bution Centc-'r
Pagel
£I 39~d ]O~±N03 AlI]gno IX.L ll~£tP~gl6 6I:60 §~Og/gO/gI
TO
McFadden & Miller LTD
General Contractors
11350 Luna Road, F~O. Box 59882
Dallas, Texas 75229
972/401-2356 · FAX 972/401-1399
A]TENTION
(
GENTLEMEN:
WE ARE SENDING YOU
[] Shop drawings
[] Copy of letter
[] Attached [] Under separate cover via
the following items:
~1 Prints [] Plans [] Samples
[] Change order []
[] Specific~.tions
THESE ARETR~SMITTED as checked below:
~r' For approval [] Approved as submitted [] Resubmit
~1 For your use [J Approved as noted [] Submit
[] As requested /~ ~rned for corrections ~ Return
[] For review and commer
[] FOR BIDS DUE
REMARKS
COPY TO
copies for approval
copies for distribution
corrected prints
19 ~I~U RN ED AFTER
LOAN TO US
If enclosures are not as noted, kindly notify us at once