Coppell Trade 2-CS060925 (2)McFadden i& M _ ;r LTD
General Contractors
11350 Luna Road, PO Box 59882
Dallas, Texas 75229
972/401-2356 FAX 972/401-1399
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GENTLEMEN
WE ARE SENDING YOU
^ Shop drawings
^ Copy of letter
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DATE ~~ J ~ JOB NO ` ~ e{ /,-,
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^ Attached ^ Under separate cover vi
^ Prints ^ Plans
^ Change order ^
COPIES DATE NO D SCRIPTION
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THESE ARE TRANSMITTED as checked below
^ For approval ^ Approved as submitted
^ For your use ^ Approved as noted
^ As requested ^ Returned for corrections
^ For review and comment ^
^ FOR BIDS DUE 19 ^ PRINTS RETURNED AFTER LOAN TO US
REMARKS X
,~
COPY TO
Resubmit copies for approval
^ Submit copies for distribution
^ Return corrected prints
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If enclosures are not as noted, kindly notify us at once
following items:
^ Samples ^ Specifications
ii5 ~'4 ~t=1=15 14 ~F_1 ~1d=, ti.65~t=1 hq~~~,~TEE EII~ _ F'~1~E ~'<
M~4CATFE
EfYG/NEFR/NG
644U N Central ExFressway
Suite 4 r4
Dallas, Texas 7s~oa
Tel. lz fa137s-f fao
FAX f714J 373-6580
May ~4, 2005
Ctt}= of Coppel[
2~S Parkway Boulevard
Coppell, Texas 7019
Attn 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 NleFadden & Miller to modify the specifications
for concrete paving on the referenced protect. TXI has provided a concrete mix design v~$ich
utilizes 20% fly ash by weight. SuU~ect to the recommencations and quali5cations contained in the
TXI documents, we request McFadden & Miller be allowed to use fly ash in the concrete for onstte
paVlrig
Please call us ff you need any additional information.
Sincerely,
MAfATEE ENGINEERING
Daytoi C Macatee, P.E
Cc Chas Eddy {HBGTerracon)
Al Sorrels {The Holt Companies)
Jon Jacobson (McFadden & Miller)
Attachment (5 pages j
r f
~~ 1341 Moddngbird Lane, Daaas, Texas 75217
(972) 647-6700, www.nd.com
Letter Of Transmittal
9/22/2006
2:15 12PM
Report: 102670 Contains the Following Reports:
R~j„DeSCTIDtion
• 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 #] 886 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: Coppell 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 (Apri12006).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 #1886 for Project:Coppell Trade Center -Building "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"
t9sz - 2006 Digital siu systems, tnc. Pagel Quadrel iService ~
txl
]341 Mockingbird Lane, Dallas, Texas 75247
(972) 647-6700, www.bri.com
Customer McFadden & Miller, Inc.
Project: Coppell Trade Center -Building "D"
Plant: 100
Date Issued: September 22, 2006
All DFW Plants
8205
Description 517# ADMIX/AEA 1 "CS
Paving
Admix.
Weight (Ib)
Type I/II Cement 414
Fly Ash "C" 103
1" - #4 Crushed Stone 1840
Concrete Sand 1298
City Water 258
Daravair 1000 0.5 to 3.0 oz/cwt C+P
WRDA with Hycol 3.0 to 5.0 oz/cwt C+P
Specified F'c
Specified Slump•
Specified Air•
Designed Air• 4,000 psi @ 28 days
3.00 To 5.00 in.
300 To 6.00 %
4.5 % TOTAL
Designed Unit Weight:
Desigaed W/C + P Ratio:
Designed Volume: 3913
144.9 lbs./cu.ft.
0.50
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 I), therefore it is the responsibility of the project architectlengineer, 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-3 I
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, Inc.
Page10
Quadrel iService SM
' i
~~ Date: 9/22/2006
1341 Mocltiugbicd Iane, DaDas, Texas 75247
(Rj (972) 647-b700, www.ad.com
Units : US
Mix Name: 8205
STRENGTH SUMMARY, Compression 6" x 12"
Strengths
No. Of Avg Avg Avg 28 Avg Acc ACI318 Accept Std
Tests Slump Air Bay Age Req'd Age Dev
---------------------------------------------------------------------------
30 5 46 4 59 4970 4970 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 -------
2B ------------
147827 21/2/2005 144 5.75 3.60 5370 5370 26
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 4480 28 4690
153708 11/10/2005 143 5.00 4 90 4890 4890 28 4760
153398 11/10/2005 143 6.50 4 90 4460 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
168094 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 5650 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 $ 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 2$ 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, [~. Pagel 1 Quadrel i5ervice
SM
TXI corp.
~~; BRIDGEPORT STONE PLANT TECHNICAL SERVICES LAB
(,~j P O BOX 487 PHONE. 972-647-7232
BRIDGEPORT, TEXAS 76426 FAX. 972-647-7244
DATE August 9, 2006
COMPANY/NAME
MATERIAL 1" - #4 CLASS A TxDOT ITEM 421 GRADE 4
TEST RESULTS
SIEVE SIZE WT. RETAINED °i6 RETAINED SPECIFICATION
~, s. M~Ric
1 1/2" 37.5mm 0 0 0 0°k 0
1" 25 Omm 0.3 1.0% 0 5
3/4" 19 0 mm 6.9 22.2%
112" 12.5mm 15.9 511°~ 40 75
3/8" 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 SBVOy Sand Plt. TECHNICAL SERVICES LAB
PHONE. 972fii47-7232
FAX. 972-647-7244
DATE August 9, 2006
COMPANY/NAME
MATERIAL Concrete Sand ASTM C - 33 FINE AGGREGATE
TEST RESULTS
SIEVE SIZE WT. RETAINED % RETAINED SPECIFICATION
U~ METRIC
318" 9 5mm 0 0 0.0°k 0
#4 4 75mm 41 5 4 9°r6 0 5
#8 2.36mm 125.2 14 6% 0 20
#16 1 18mm 211.2 24 7°~ 15 50
#30 600mm 370.3 43.3% 40 75
#50 .300mm 695.6 81.3°r6 70 90
#100 150mm 842.5 98.5°~6 90 98
#200 075mm 8531 99.7% 97 100
TOTAL WEIGHT 855.3
SPECIFIC TEST RESULTS
SPECIFIC GRAVITY 2.63
ABSORPTION 0 5
L A ABRASION NIA
UNIT WEIGHT
DRY RODDED
SE
110 5 LB./ CF
97
SODIUM SOUNDNESS 3
MAGNESIUM SOUNDNESS 9
Skeet Caruthers
TXI REPRESENTATIVE
_~
~...~~
MlDLOTHlAN CEMENT • 245 Ward Road • Midlothsan, Texas 76065 • www.txi.com
s
SPEClFICATIOMS
Portland Cement
Type Uil (Low Alkali)
A.S.T.M C1S0-04
Spec. Test Spec, Test
Chemkal Requirements: Limit Result Physical Requirements: Lima Result
Air Content. Volume, (%) 12 max 8
AI2Q3, (yo} 6.0 max 4.8 Fineness (6laine), {m21kg} 280 min 350
Fe2O3, (%) 6.0 max 3.8 Autoclave F~cpansion, {%} 0.80 max 0.00
MgO, (%} 6.0 max i .3 Time of Setting:
SO3, (%) 3.0 max 2.7 vcat initial set, minutes 45 min 99
Loss on Ignitlan, (%) 3.0 max 2.0 375 max 99
lnsduble Residue, (%) 0.75 max 0.33 Gillmore initial set, {minutes) 60 min 176
C3A, (%) 8 max B Gilknon; final set, (minutes) 600 max 286
Limestone, (%} 5.0 max 2.1 Compressive strengths, (ttipa)
CaCO3 in limestone. (%) TO min 97 3 days 7.0 min 29.4
1 days 12.0 min 35.3
Spec. Test Compressive strengths, (psi)
Opt[omit CMmigl Raqulr~snenb: Limit Result 3 days 1740 min 4264
Total Alkatles (Na2O equiv ), (%} 0.60 max 0.54 T days 2780 min 5t1a
'.Not Applicabb.
We certify that the above described cement, at the time of shipment, meets
the chemical and physical requirements of the ASTM C 150 specification.
Quality
Subscribed and swam to before me on this date:
8/11/2oos
'~~ RITA AGUIRRE
~' = IYctiKy Ft>bGc State ai Tens
1: ` ~ Commission Experss
AUGUST 23 200
~_.~_._
NSF
Certified to
NSFIANSI 61
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 Villan-eal
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.graceconstru ction.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 & 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.
~7~~ ~ ~ ~~
Thomas M. Greene
South Western Region Technical Services Manager