Coppell Trade 2-CS060925McFadden & Miller LTD
General Contractors
11350 Luna Road, PO Box 59882
Dallas, Texas 75229
972/401-2356 FAX 972/401-1399
To ~-A~-~i4V iS
GENTLEMEN
WE ARE SENDING YOU
^ Shop drawings
^ Copy of letter
DATE ~ JOB NO / ~ /,.,
f
ATTENTION
T
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^ Attached ^ Under separate cover
^ Prints ^ Plans
^ Change order ^
COPIES DATE NO D SCRIPTION
q~• ~ V I dv (~(vl c L
S o c e A-C~} ~~ ~? o
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THESE ARE TRANSMITTED as checked below
^ For approval ^ Approved as submitted
^ For your use
^ As requested
^ For review and comment
^ FOR BIDS DUE
REMARKS
COPY TO
^ Approved as noted
^ Returned for corrections
^ Resubmit copies for approval
^ Submit copies for distribution
^ Return corrected prints
19 ~.1 PRINTS RETURNED AFTER LOAN TO US
If enclosures are not as noted, kindly notify us at once
following items:
^ Samples ^ Specifications
~~ -
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Fi5 ~4 ~F_t~=tF 14.4~~ ~1d_,~,5,3Ft hAA~._~TEE EhdG F'~GE ~'
MAG4lEF
ENGINEER/NG
baao N Central Expressway
Suite 4 r4
Dallas, TEX@5 752tl6
Tel. (2 i4/ 373-1180
F.4X (214f 373-b58U
May 24, 2005
City of Coppell
25~ Parkway Bouie~%ard
Coppell, Texas 75019
Atm Keith Marvin, P E
Re Concrete Paving Specifications
Request for Modification
Coppell Trade Center
Dear Keith,
Please accept this letter as our request on behalf of McFadden & Miller to modify the specifications
for concrete paving on the referenced pro~ect_ TXI has provided a concrete mix design which
utilizes 20% fly ash by weight. Subject to the recornmencat>ons and qualifications contained to the
TXI documents, we request McFadden & Miller be allowed to use fly ash m the concrete for onsrte
paving
Please call us if you need any additional information.
Sircerely,
hti4CATEE ENG~NEERlNG
Daytoi C Macatee, P.E
Cc Chas Eddy {HBC/Terracon}
Al Sorrels {The Holt Companies}
Jon Jacobson {McFadden & Miller)
Attachment {5 pages}
r ~
~~ 1341 Mocldngbud Lang Dallas, Texas 75247
~ (972) 647700, www.txi.com
Letter Of Transmittal
9/22/2006
2:15 12PM
Report: 102670 Contains the Following Reports:
Report Description
• Submittal #1856 for Project: Coppell Trade Center -Building "D"
• Detailed Data for Submittal #1856
• Backup Data for Mix:0046 of Submittal #1856 for Project: Coppell Trade Center -Building "D"
• Backup Data for Mix:0047 of Submittal #1856 for Project: Coppell Trade Center -Building "D"
• Backup Data for Mix:8203 of Submittal #1856 for Project: Coppell Trade Center -Building "D"
• Backup Data for Mix:8205 of Submittal #1856 for Project: CoppeU Trade Center -Building "D"
• Backup Data for Mix:9506 of Submittal #1856 for Project: Coppell Trade Center -Building "D"
• Bell Savoy Sand (August 2006).pdf attachment for Submittal #1856 for Project:Coppell Trade Center -Building "D"
• Cement Certificate (April 2006).pdf attachment for Submittal #1856 for Project:Coppell Trade Center -Building "D"
• Class C Fly Ash (July 2006).pdf attachment for Submittal #1856 for Project:Coppell Trade Center -Building "D"
• Bridgeport Stone (August 2006).pdf attachment for Submittal #1856 for Project:Coppell Trade Center - Bu>7ding "D"
• Davavair 1000.pdf attachment for Submittal #1856 for Project:Coppell Trade Center -Building "D"
• WRDA - Hycol.pdf attachment for Submittal #1856 for Project:Coppell Trade Center -Building "D"
1992 - 2006 Dig~tel silo syss~,s, inc. Pagel Quadrel iService ~
TXI PROP iFTA_RY AND CONFIDENTLAi_
~~~ 1341 Mockingbird Lane, Dallas, Texas 75247
(972) 647-6700, www.txi.com
Customer McFadden & Miller, Inc. Date Issued. September 22, 2006
Project: Coppell Trade Center -Building "D" Plant: 100
All DFW Plants
8205
Description 517# ADMTX/AEA 1 "CS
Paving
Admix.
Weight (Ib)
Type UII Cement 414
Fly Ash "C" 103
1" - #4 Crushed Stone 1840
Concrete Sand 1298
City Water 258
Daravair 1000 0.5 to 3.0 ozlcwt C+P
WRDA with Hycol 3.0 to 5.0 ozJcwt C+P
Specified F'c
Specified Slump:
Specified Air:
Designed Air• 4,000 psi @ 28 days
3.00 To 5.00 in.
3.00 To 6.00 %
4.5 % TOTAL
Designed Unit Weight:
Designed WIC + P Ratio:
Designed Volume: 3913
144.9 lbs./cu.ft.
O.SO
27.00 ~•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-3l 8 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:
1992 - 2006 Digital Site Systems, Ix. Page 10 tZuadrel iService SM
~ • Dste: 9/22/2006
~~ Li41 Moclringbssd Lane, DaOas, Texan 75247
n (972) 647-6700, cvavw.nd.com
U~ItS : US
Min Name: 8205
No Of Avg Avg
Tests Slump Air
----------------------
30 5.46 4.59
STRENGTH SUMMARY,
Strengths
Avg 28 Avg Acc
Day Age
---------------------
4970 4970
Compression 6" x 12"
ACI318 Accept Std
Req'd Age Dev
---------------------------
4620 28 470
DETAILED STRENGTH, Compression 6" x 12"
Batch Date Plant Slump Air Strengths Acc Acc Age
Number
-------
------ 28 Day
------- Acc Age
--------- Age
------- Run Avg 3
------------
----------
139127 ---------------
10/18/2005 ---------
144 -
4.50 4.90 4980 4980 28
147827 11/2/2005 144 5.75 3.60 5370 5370 28
147972 11/2/2005 144 5.00 4 20 5020 5020 28 5120
148065 11/2/2005 144 5.50 3.70 4670 4670 28 5020
147768 11/2/2005 144 5.00 4 70 4920 4920 28 4870
151035 11/7/2005 123 5.00 6.00 4480 4460 28 4690
153708 11/10/2005 143 5.00 4.90 4890 4890 28 4760
153398 11/10/2005 143 6.50 4.90 9460 4460 28 4610
153580 11/10/2005 143 5.50 5.00 4310 4310 28 4550
171580 12/15/2005 128 6.75 6.00 4010 4010 28 4260
171276 12/15/2005 128 6 25 6.00 4030 4030 28 4110
171520 12/15/2005 128 5 75 6.00 4310 4310 28 4110
188094 1/16/2006 142 5.00 4.40 5500 5500 28 4610
216883 3/8/2006 138 6.50 0 50 5600 5600 28 5140
217678 3/9/2006 138 6.00 4 50 5660 5660 28 5590
145699 3/10/2006 122 5.00 4.00 5060 5060 28 5440
223918 3/22/2006 143 5.00 6.00 4200 4200 28 4970
224041 3/22/2006 143 4.75 5 50 5300 5300 28 4850
224192 3/22/2006 143 4.75 5.20 5280 5280 28 4920
223794 3!22/2006 143 4.50 4.50 5330 5330 28 5300
230185 3/31/2006 146 5.25 5.20 5170 5170 28 5260
148209 3/31/2006 146 5.00 5.10 5590 5590 28 5360
230581 4/3/2006 150 4 75 4.10 5050 5050 28 5270
149510 4/10/2006 122 5 50 4.60 5040 5040 28 5220
272058 6/16/2006 135 4.75 3 00 5190 5190 28 5090
271961 6/16/2006 135 5.25 3.50 5280 5280 28 5170
281612 6/30/2006 121 4.25 4.20 4920 4920 28 5130
292003 7/20/2006 135 8.00 4.60 5270 5270 28 5160
292224 7/20/2006 135 8.00 4.60 5190 5190 28 5120
291881 7/20/2006 135 5 00 4.20 5140 5140 28 5200
1992 - 2006 Digital Site Systems, Inc. Pagel 1 Quadrel iService ~
TXI corp.
BRIDGEPORT STONE PLANT TECHNICAL SERVICES LAB
P O BOX 487 PHONE. 972-&47-7232
BRIDGEPORT, TEXAS 76428 FAx. s72-sal-72aa
DATE August 9, 2006
COMPANYINAME
MATERIAL 1" - #4 CLASS A TxDOT ITEM 421 GRADE 4
TEST RESULTS
SIEVE SIZE WT. RETAINED % RETAINED SPECIFICATION
~!~
1 112" 37.5mm 0 0 0.0% 0
1" 25 Omm 0.3 1 0% 0 5
3/4" 19 0 mm 6.9 22.2°!0
112" 12.5mm 15.9 51 1 % 40 75
318" 9.5mm 24 9 80.1 %
#4 4 75mm 29.4 94.5% 90 100
#8 2.36mm 30.7 98.7% 95 100
TOTAL WEIGHT 31 1
SPECIFIC TEST RESULTS
SPECIFIC GRAVITY 2.65
UNIT WEIGHT
ABSORPTION 1 1 DRY LOOSE 94.2 LB./ CF
DRY RODDED 103.2 LB./ CF
LA ABRASION 30
DECANT 0.8
SODIUM SOUNDNESS 3
MAGNESIUM SOUNDNESS 11
Skeet Caruthers
TXI REPRESENTATIVE
TXI corp.
Bell'S $BVOy Sand Plt. TECHNICAL SERVICES lAB
PHONE. 97247-7232
FAX, 972$11-7244
DATE August 9, 2006
COMPANY/NAME
MATERIAL Concrete Sand ASTM C - 33 FINE AGGREGATE
TEST RESULTS
SIEVE SIZE VAT. RETAINED 9L. RETAINED SPECIFICATION
~~~
3/8" 9 5mm 0.0 0 0°~ 0
#4 4 75mm 41 5 4.9°/b 0 5
#8 2.36mm 125.2 14.6°r6 0 20
#16 1 18mm 211.2 24 7°r6 15 50
#30 .600mm 370.3 43.3°~ 40 75
#50 .300mm 695.6 81.3% 70 90
#100 150mm 842.5 98.5°~ 90 98
#200 .075mm 853.1 99.7°~ 97 100
TOTAL WEIGHT 855.3
SPECIFIC TEST RESULTS
SPECIFIC GRAVITY 2.63
ABSORPTION 0.5
L A ABRASION N/A
UNIT WEIGHT
DRY RODDED
SE
110.5 LB./ CF
97
SODIUM SOUNDNESS 3
MAGNESIUM SOUNDNESS 9
Skeet Caruthers
TXI REPRESENTATIVE
_~..
...~~~~
fii11DLOTFNAN CEAAENT • 245 Ward Road • Midlothian, Texas 76065 • www.txi.com
s
SPECIFICATIONS
Portland Cement
Type UII (iow Alkali)
A.S.T.M C150-04
Spot Tost Spot. Teat
Chemical Rsqu{rernenri: Lhnit Result Physical Rsquiroments: Umit Result
Air Content. Volume. (%} 12 max 8
A12O3, (X} 6.0 max 4.8 Fineness (Blaine), (m2tkg} 280 min 350
Fe2O3, (96) 6A max 3.8 Autoclave Expansion, (%) 0.80 max 0.00
MgO, (96) 6.0 max 1.3 Tin-o of Setting:
503. (96j 3.0 max 2.7 Vicat initial set, minutes 45 min 99
Loss on ~dion, (96} 3.0 max 2.0 375 max Ss
Insdutxle Residua, (9b) 0.75 max 0.33 Gillmore initial set, (minutes) 60 min 176
C3A, (%j 8 max 8 GOlmore final set, (minutes) 600 max 286
CO2, (9Gj 0.9
Limesiorie, (%) 5.0 max 2.1 Compnssly. atrengtris, IIMpa)
CaCO3 in limestone, (96) 70 min 97 3 days 7A min 29.4
7 days 12.0 min 35.3
Spec. Tost t:ompnssive strengths, (psi)
Optional Chsrxricsl Re4uireerisnts: Lfmk Result 3 days 1740 min 4264
Total Alkalbs (Na2O equiv }, (96} 0.60 max 0.54 7 days 2760 min ~1t4
•'1Vot Appllcab4.
We certify that the above described cement, at the time of shipment, meets
the Chemical and physical requirements of the ASTM C 150 specific~tiort.
t]uaftty
5ubscxibed and swcurt to before me ort this date:
S/11/2006
RITA AGUIRRE
Netsry Pnb6c State o1 Texas
Conenis:ian Expire
aususT ~~. Zone y
__ ~
NSF
Certified ~
NSF/ANSI 81
Grace Construction Products
W.R. Grace 8~ Co -Conn.
4323 Crites 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
Product Selected. WRDA® with Hycol®
This is to certify that the WRDA®with Hycol®, a(n) Water Reducer, as manufactured and supplied by
Grace Construction Products, W.R. Grace 8~ Co. -Conn., is formulated to comply with the Specifications
for Chemical Admixtures for Concrete, ASTM: C494, Type A, D AASHTO• M194, Type A, D.
WRDA®with Hycol®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
Grace Construction Products
W R. Grace 8~ Co -Conn
4323 Crites 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
Product Selected. Daravair® 1000
This is to certify that the Daravair®1000, a(n)Air-Entraining Agent, as manufactured and supplied by
Grace Construction Products, W.R. Grace 8~ Co. -Conn., is formulated to comply with the Specifications
for Chemical Admixtures for Concrete, ASTM: C260 AASHTO• M154
Daravair®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