DR0601-CS060719E FAX
To: RIC O'DELL
Rate: 749/2006
Phone: _
FAX: 972- 304 -3570
ED A. WILSON, INC.
2526 W. Pafford St.
Fort Worth, Teases 76110
PHONE: 817-923-6400 FAX 817- 923 -6242
Re: MacArthur Blvd. /Cribbs Dr
palm- I 1
Transmittal ik: 1
We are delivering to you:
MAttacbed
a Shop Drawioes
Concrete Mix Design
oPlaus
Q I'roiect Schedule
Change Order
O Subcontract
specifications
QBid Bond Request
Under Seosrate Cover
a Copv of Letter
O Brochures
1 1 7/19/2006 Redi -Mix Concrete Mix D esign #115 (4200 l'Sn J
1 7/19/2006 Re di -Mix Flowable Fill Design #601 1
77tese arr trunsmgUed as chexaed below:
Q For Your Use
f — ] As ReQuestod
®For Approval
O Approved as
Remarks and Requests.
Resubmit CDCepies for Approval
Submit =lCopies for Distribution
O lketurned for Corrections QCorrected Prints
a Retura QAuproved as Noted
Project Manager
Ed A. Wilson, Inc.
Du 18 2006 5.24PM REDIX MIX CONCRETE H174855985 p.2
CLIENT: ED A Wn SON CIVIL DIVISION duly I$, 2(186
PROJECT: COPPELL - MocARTRUR BLVD. / COPPELL, TX
MIX SPECIFICATIONS: NO. i1
APPLICATION: STREET REPAIR
REQUIRED STRENGTH COG F 4200 PSI * 28 DAYS
PLACEMENT SLUMP 4 INCH +/- 1
W/C RATIO 0.46 LB42
AIR CONTENT 5 +1- 1 %
TEMPERATtJR ? RANGE 50-95 DEGREES F
MATERIALS ASTM STANDARDS WEIGH'T'S (SSDI VOLUME
CEMENT
ASTM C150 TYPE [II]
611
3.11
FLYASH
ASTM C618 CLASS F
000
0.00
COARSE AGG.
ASTM C33 SIZE NO, 57
1850
1 1.06
COARSE AGG.
ASTM C33 SIZE NO.
LIGHT WEIGHT
ASTM C3M
000
FYNi; AGG,
ASTM C33
1139
6.94
FINE AGG_
ASTM C33
ADMIXTURE
ASTM 0494 TYPI✓ A or D
3 - 6 w/cwt
ADMIXTURE
ASTM C494 TYPE F
004
ADMIXTURE
ASTM 0260
25 - 4 oz/cwt
1.35
WATER
283
4.54
27.00
ASTM C94 STANDARD SPEC]FICATICINS FOR READY -MIXED CONCRETE STATES AS FOLLOWS:
"WREN IBE CONCRETE STRENGTH LS USED AS A BASIS FOR ACCEPTANCE, THE MANUFACTURER
SHALL BE I£NTITLED TO COPIES OF TEST REPORZS.. THE INDIVMUAL WHO SAMPLES AND MTS
CONCRE'T'E MUST HE CERTiFEED ACI LEVEL L "
ADD12TONAL WATER 4DDED TO TMU CONCRETE WLLL REDUCE THE STRENGTH ANY WATER ADDED IN i
EXCESS OF.SPEC7P7ED SLUMP IS AT CUSTOMERS RISL
�
LARRY J CREECH / CET
TECHNICAL SERVICES DIRECTOR
Jul 18 2006 5- 24PM RIF I - 1 I X -NI X CONCRETE 8 1 74855985 p. 3
GARY L HERRON
TECHNICAL SERVICES DIRECTOR
REDI -MIX, LP
ACI 214 -
STAYRSTICAL EVALUATION MIX
-115
Moving
Avg: 3
Air
Can
7 illy
28 Daly
28 day
Sample
Slump
Cont
Tamp
Comp
Comp
Comp
Std
Da ft
In
%
dog F
I
I
i
Dev
CV
10 -Apr -06
5.26
3.3
78
310
6080
13 -Apr -06
S15
3
86
4230
4840
18 -Apr -06
3
4
04
3x50
4970
4097
19- Apr48
4.5
3.5
82
3M
$220
6043
25-Ap"6
a
3.4
80
4510
$720
5345
28-Apr48
4.5
3.4
81
4780
6790
8677
10 -May-0B
4.75
4.6
89
3580
4980
%97
1"ay -as
5
4.6
73
4180
5200
6323
21 -Dec-04
316
4.5
600
6140
6420
5633
21 -DOC -04
5.5
4.5
60
41 SO
SE20
6813
$07
9%
1 "n-06
6.2
60
4410
5370
5070
477
21- Jan-06
3370
4770
5320
505
9%
21- Jan-05
5
5.1
61
4580
3860
am
487
9%
1,AM46
4
4.2
72
6060
6200
5610
318
9%
4-Apr-06
3.25
4.8
84
4740
5730
3830
SO4
8%
8-Ap"6
5
4.8
83
4960
6790
6240
686
9%
BAsy-06
5
4,.8
74
4510
3860
6127
567
10%
BalAry -05
2.5
4.3
80
4890
5270
5873
665
9%
17-0ay-06
2
4.4
89
4200
5140
6423
680
10%
25-M -05
2
9 2
4200
5340
6260
537
10%
8 -Jun-06
2.25
4.6
&6
4390
5450
3310
523
10%
4- Aug-05
4
85
4680
3500
6430
609
9%
12- Sep-05
3
4.2
98
4480
6690
5313
496
9%
14Nov -05
6
4.2
71
4270
6630
3373
485
9%
16 -N4V-06
6
6
77
4450
6270
6497
478
9%
11-Jan -00
4.5
4-5
68
4520
5065
5662
478
8%
11- Jan-06
2
65
4480
13810
5712
470
8%
11-Jan-ft
5.5
4
68
5120
6520
612$
496
8%
11 -Jon-06
5.5
36
69
4920
6360
6230
506
8%
12 -Jan46
4
3.4
68
4170
$390
6090
499
8%
04
4.3E
4.3
78
"is
sm
GARY L HERRON
TECHNICAL SERVICES DIRECTOR
Jul 18 200E 5:24PM REDIX - MIX CONCRETE 8174855965 p.4
CC7CVCRETE
CLIENT: ED A WHSON CIVIL DIVISION
July 18, 2616
PROJECT: COPPELL M9cARTHUR BLVD. r COPPELL, TX_.
MIL SPECIFICATIONS:
HO- 601
APPLICATION- FLOWABLE FILL
REQUIRED STRENGTH 7D.150 PSI A 28 DAYS
PLACEMENT SLUMP PLOWABLE
W IC RATIO 1100 LB/LB
AIR CONTENT 4-
MAXIMUM[ TEMPERATURE 100 DE46R.EES F
MATERIALS ASTMST,,AKDANg WEIGHTS (SSD)
VOLUME
CEMENT ASTM 0150 TYPE UII
100
0.51
FLYASH ASTM C618 CLASS F
300
1.79
COARSE AGG. ASTM C33 SIZE NO 57
0000
COARSE AGG. ASTM C33 SIZE NO
LIGHT WEIGHT ASTM 0330
000
FINE AGG, ASTM C33
2780
16.94
FINE AGG. ASTM C33
ADMIXTURE ASTM 0494 TYPE A or D
00.0
ADMIXTURE ASTM C494 TYPE F
00.0
ADMIXTURE ASTM C260
.IS — 4 oz/cwt
1.35
WATER
400
&41
27.90
ASTM C94 STANDARD SPECIFICATIONS FOR READY -MIXED CONCRETE STATES AS FOLLOWS:
' l N THE CONCRETE STRENGTH IS USED AS A BASIS FOR ACCEPTANCE, THE MANUFACTURER
SMALL BE Y - 1NrrTI.BD TO COPIES OF TEST REPORT'S___ THE INDIVIDUAL WHO SAMPLES AND TESTS
CONCRETE MUST BE CERTI1gZI) AC1 LEVEL L "
ADDITIONAL WATER ADDED tN EXCIAS'S OF SPECIFIED SLUMP IS AT CUSTOMERS RISK!
. , O � Z �4�
LARRY CREECH l CET
TECHNICAL SERVICES DfRECTOR
�( 18 2006 5:24F REDix MIX CONCRETE 9174855985
ASH GROVE TEXAS L.P.
90 C4(w Food
Post olnu Box 610
Mldloo.bktq Tax= '76W
SH GR
Cement Type: UD
Prodecdon Parlod: May 1, 2W • MLr 31, 1006
BTANDA1RD REQUMEMEN76
ASTM C13044s
Vt. 972-723.6701
Fax: 17249" I27
Do4v Mao%
CREA41C
PHYSICAL
9pwc
Tuo
Bpac
1111,10
L(mlt
Rmot
(per
Lldt
TauAawk
W (%)
A
20.06
Air aaat.N r1 atrrtar (eelaaaa %)
12 mut
1.4
Ahoi(%)
6.Otatut
4.57
pr r (caN)
vb^ (%)
6 0 M L.
t l 1
(A v Pp'oomMo.y)
2100 «an
3849
Coo
A
AuoK%vt c.poosion (%)
0.19 ft
0.00
6.0 au
116
s4a (Sk)
3 Oaaax
191
Compremkv ureattk (pd)
�ti=
tAm Y ipA600 (Y.J
3 O wut
1.
1 Day
4
1113
Wqo (to.)
A
3 D.>.
1740
3396
NO (%)
A
7 Days
2760
413E
Im I " R.altlar (Sr)
0 7i atas
0 50
21 Days
!
00M (1l)
4
109
Lh— M
5 O aaau
31
cacw iv swe" ne (%)
70 uw
M
htesdl compoaad. 4%)
T1-v of retiag (oktum)
Cis
A
%
(Vicar)
CIS
A
LS
Ittldal
Not ICU
AO
C
11 max
1
daa 43
C4A1
4
Final
Hot man
114
C,AF +2(C A)
A
dL= 375
OP770NA.L RFAW REMEN"
ArMM C150414a Tables 2 and 4
CRIAUCAL
PHYSICAL
spec
Twd
Spat
]ear
Ldh
Rwult
It"
Lido.
Tot halt
C,i +C
A
Pahaaat {K)
A
A
lead afaKr L4
060
0.55
Rant of bytr.d0(s (kJ %g)
A� Nut w
7 dark
4
A
d � Liaat oot spWlc:d by potebaaQ tsar rr.uli prw4vl For
Ixe.r •fbTlr. (kJ
iebxwasi W only
28 Day.
A
A
C — Tact rr.ulu for tbia priod oat
we certify that a abova da.e+0ba4 coon t et 'Ac uwc of tbipar.at mc.t■ tba cbamir4 aad
phyutal rtquwxm rnt of the AS TM C 150.04. at (otbaf) ` Wodficmk,
p.5
3i8M%w s:
T.dd o Ilue.0
Title. gMio C44" Kanalct
.Jul 18 2006 5.241`11 REDIX MIx CONCRETE 8174855985
r �
COARSE AGGREGATE ANALYSIS
PLANT NO 4
SUPPLIER, HANSON BRIDGEPORT, TX.
MATERIAL.TxDOT GRADE 4 - ASTM SIZE 57
I° 6
SAMPLE DATE:6 /08/06
SAMPLED BY'HB
SIEVE SIZE
2"
WT. RETAINED
14252.3
% RETAINED
% PASSING
TXDOT SPEC
% RETAINED
ASTM SPEC
% PASSI G
11/2"
0.0
0.0%
100.0%
0
100
1"
314"
1r2"
318"
213.8
4347.0
9549.0
11886.4
1.5%
30.6°
67.0%
83.4%
98.5x,
9.s%
33-06
16.6%
0 -5
n/a
40 -76
n/a
95 -100
n/a
26-60
n1a
N O.3
NOA
No.s
13767.7
96.6%
3.4%
90 -100
0 -10
N0.8
14081.3
98.8°6
1.29x.
95 -100
0-5
N0.10
N0.16
N0.20
NO.30
NO.40
NO.50
N0.100
NO.140
N 0.200
PAN
14238.0
99.9%
0.1%
% LOST
0.1%
MAX 0.3
DECANT 0 9 %
SPECIFIC GRAVITY SSD 2 68
ABSORPTION ' 1 0
LA ABRASION n/a
DRY RODDED UNIT WT.PCF 101.9
DRY LOOSE UNIT WT.PCF' 97.1
COMPUTED 8Y'HB
REVI -M IX, Inc.
GI`NIERAL OFFICE i 446 MacArthur Dr we Suite 136 Carrvocmi roxsa 75007
Jul 18 2066 5:24PM REDIk -MIX CONCRETE 8174855995
DI M
. -
FINE AGGREGATE ANALYSIS
PLANT NO 1
SUPPLIER LATTIMORE THACKERVILLE, OK
MATERIAL TXDQT GRADE 1 ! ASTM C33
p.7
SAMPLE DATE:08/09/06
SAMPLED BY: HB
SIEVE SIZE
WT. RETAINED
752.6
% RETAINED
% PASSING
TXDOT SPEC
% RETAINED
ASTiIVI SPEC.
% PASSING
3/8"
0.0
0.0%
100.0 ° /
0%
100%
N 0.3
NO.4
25.6
3.4%
96.6%
0 % -S%
85 %-100%
NO.G
NO.8
1062
14.1%
85.9
0%-20%
80'19- 100'/6
N0.10
NOA S
188.6
251.1 %
74.9 0 /6
5i} %-85%
NO.20
NO.30
343.3
45.6%
64.4%
35 % -75%
25 %-60%
NO.40
NO.50
622.6
82.7%
17.3%
6S %-90%
5 %•30%r
NO.100
732.8
97.4%
2.6%
90%- 100%
0 % -10%
NO.140
NO.200
745.8
_ 99.1%
0.9%
97'16 - 100%
NIA
PAN
751.7
99.90%
LOST
1 0.10%
1
1 MAX 0.3
FM 268
DECANT 1.3%
SPECIFIC GRAVITY 2 62
SAND EQUIVELANCE 83
DRY RODDED UNIT W T /PCF.102 0
DRY LOOSE UNIT WT /PCF 94.8
ASORPTION'1 1%
COMPUTED BY.HB
REDI -MIX, L.P.
Jul 1H 2006 5:P5PM
REDIK MIX
CONCRETE
8174855985
O7/12/30C$ WED 13.21 FAX
211148!7072
EUCLID
MWICAL
Date .July 1 1, 2006
Attn Larry Creech
Redi Mix, Inc.
Re Admixture Certification
P . A
RUC
To Whom It May Concern.
The Euclld Chemical Company hereby certifies that Its liquid sir -entralning admixture, Eucon Air 40,
meets or exceeds the requirements of ASTM C -260. Furthermore, It is also Certified that Eucon Air 40
does not contain calcium chloride nor added ohloride ions other then those normally present in water.
If you have any further questions please contact me at 800 321.7628
Slnw
•,cam --.•
Benjamin J. Poeppelman
Technical Support Representative
STATE OF OHIO
COUNTY OF CUYAHOGA
Swam to and subscribed before me, a Notary Public for the State of Ohio this, July 11, 2006, at
Cievnd, Ohio ,
JAMUELIf1E RAY. NOTARY PMU
ST ATE OF OHIO
Yr rio"Ma1 EYpkea MO 16, 2901
ReWdoO to COyshcga C*Unty
It s
Q
C .
rS S
�Yrati..fa'
216- 531-9222 800- 321 -7628 • Fax: 216 -531 -9590 • www.euclfdchemical,COrn
lul 18 2006 5:25PM RED1X -MIX CONCRETE 8174855985
07/12/2006 WED 13 22 FAI 2104917072
EUCLID CBBVICAL
- F - 9
16 004
c Evros r-af�1 - enu -;U, 1 - 76213 • Fitx. 21$- 531 -95% • wwvv.euclldkh&(nICaI.Con1
Date July 11, 2006
Attn tarry Creech
Redi Mix, Inc.
Re. Admixture Certification
To Whorrl It May Concern.
The Euciod Chernlcal Company hereby certifies that ICs liquid admixture, Eucon NR, Is a water- reducing,
retarding admixture for concrete and meets or exceeds the requirements of ASTM C-494, 'type A & D.
Furthermore, It Is also cartified that Eucon NR does not contain calcium chloride or added dhforlde ions
other than those normally present in water
If you have any further questions please Contact me at 800.321.7828.
Slnerel
Benjamin J. Aeeppelmar
Technical support Repraaentative
STATE OF OHIO r
COUNTY OF CUYAHOGA 3
Sworn to and subscribed before me, a Notary Public for the State of Ohio this, July 1 :!006, at
Cleveli�Rd, Ohb.
J ACQUELINE RAY, h OT,4 P JF .I
STA
Ae�cpr in �4�� Mrr, %.
oil
Y ham covfltY
PalA C1c
.Ju 18 2006 s:25PM RED[X M CONCRETE
07/12/2000 WD 14:21 FAA 2104517072 EUCLID CMIICAL
Date July 11, 2006
Attn Larry Creech
Redi Mix, Inc.
Re Admixture Certlfloation
To Whom It May Concem_
9174$55985
P. 10
003
The Euclid Chemical Company hereby certifies that Its admixture, Eucon NW, is a llqud, water- reducing
admixture for concrete and meets or exceeds the requiremeltta of ASTM 0.494, Type A. Furthermore, it
Is also oertffied that Eueon NW does not contain calclum chloride or added chloride lone other than those
normally present in water
N you have any further questions please contact me at 800. 321.7628
Sincemety,
Benjamin J. Poeppelman
Technical Support Representathre
STATE OF OHIO }
COUNTY OF CUYAHOGA }
Sworn 'to and sut*rAbed before me, a 0
Clevqlnd , Ohio R i A
jACQUELAE RAY, NaWy 1
S TATE dr oHlo
Yp
16111Mrssiov Faint my. 1B,
14*90N90 IA c4yahass Co
Public for the State of Ohio this, July 11, 2006, at
• eo0 -321 -7628 - Fax: 218- X31 -t 6 + www.euciidchem! cahcorn
�
• eo0 -321 -7628 - Fax: 218- X31 -t 6 + www.euciidchem! cahcorn
Jul 18 2006 5: 25PM RED I X -MIX CONCRETE 81 74055985 p . 1 1
ML CCONCR E
PUMPING NOTES & REC:OM3UNDATIONS
• S" minimum diameter lines with no reduction to smaller lines
• Rubber hoses should be kept to a minimum with as few 90-degree angles as possible.
• It is recommended that tests for slump and strength should be taken at discharge
end of hose.
• Equivalent strength grout should be used to prime pump lines if grout 6 to remain
in placement.
• Min designs are based on cement requirements pumped from ground level.
Additional cement may be required (at contractors expense) as pump lines increase
or configurations change_
• Excessive loss of entrained air may result from boom configuration or free fall
discharge. To ensure minimum loss of entrained air when pumping maintain a
continuous flow of concrete and do not subject to free -fall.
Enclosed for your review is all available back up data for the proposed min design(s). If
strength data is not available or insufficient, confirmation tests may have to be conducted
by your laboratory.
Unless this office is notified otherwise we will assume concrete mix design have been
approved as submitted.
Unless otherwise noted RFDI -NIIX will guarantee the strength performance of mix
design(s) submitted up to a maximum placement temperature of 100 degrees (F) provided
an ASTM C494 Type D water reducer is utilized and concrete is placed within 73 mioatel
from time batched.
Teat ready mixed concrete in accordance with all applicable standards set forth in ASTM
C94.
t Fiber reinforcing (if required) must be order at time of s cheduling.