Coppell Greens 2-CS 991008 (2)TAa City With A Beauti(W Future ~~L~ P.O. BOX 'T7U
2SS PARKWAY BLVD.
COPPELL, TX 75019
FAX NO. (972) 304-3570
FIRM: C~c
FAX NO.: ~? Z" ~ 0 Gv - 8
TRANSMITTED BY:
ENGINEERING DEPARTMENT
FROM: C~ ~ t1v~n
PHONE NO.: ~'7,Z'-- ~O ~- ~~~
DATE: l D '~ ~ ~-- °~ ~
TIME:
NUMBER OF PAGES (INCLUDING COVERSHEET):QY~
REMARKS:
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Engineering - Excellence By Design
~~~
IF YOU DO NOT RECEIVE ALL OF THE PAGES, PLEASE CALL (972) 304-3679.
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~~~ ",
1341 West Mockingbird Lane • Dallas, Texas 75247 • 972.647.6700 • www.txi.com
September 14, 1999
Austin Bridge & Road
11143 Goodnight Lane
Dallas, TX 75229
Attn: Mike Ducote'
RE: Coppell Greens - Cornell -
~~.
~~
o~~~,~
8204 8206
The attached concrete mix designs utilizing 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 project,
please order by the mix design number which appears in the upper
left hand corner of the mix design.
Texas Industries certifies that the above mix designs, when
ordered by specified design identity, and delivered by TXI, will
meet or exceed the indicated design strength at the designated
age when tested in accordance with the applicable and current
ASTM Standards C 31, C 39, C 78, C 172, C 293, applicable
provisions of C 94, and evaluated in accordance with applicable
provisions of ACI Building Code.
TXI 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.
Please contact us if you have any questions or require any
additional information. Please notify TXI of approval of the
proposed mix designs prior to their use. Failure to notify us
prior to first placement shall constitute acceptance. To ensure
that the proper mix designs are 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.
Sincerely,
TXI Operations, LP
Reedie Stone
Customer Service Representative
Mix #: 8204
Description: 470# ADMIX/AEA 1"CS
Strength: 3000 psi @ 28 Days
SLIP FORMED PAVING
Maximum Coarse Aggregate:
Maximum Water/Cement Ratio:
Cement/Cementitious Content:
Maximum Placement Slump:
Air Entraining Agent:
Admixture:
1" - #4 CRUSHED STONE
5.90 gal/sack or 0.549 lbs/lb
5.25 sacks (per cubic yard)
4.00 inches
ASTM C-260
ASTM C-494 Type A or D
MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D
376 lbs. ASTM C 150 TYPE I CEMENT
94 lbs. ASTM C 618 FLY ASH
1840 lbs. 1" - #4 CRUSHED STONE
1336 lbs. CONCRETE SAND
258 lbs. or 31.0 Gallons of Water
2.0 to 4.0 oz/cwt of ASTM C-494
Specified Air Content: 3.0~ - 6.0~
Placement Slump: 3.00 + or -
Mix #: 8206
Description: 564# ADMIX/AEA 1"CS
Strength: 3000 psi @ 28 Days
HAND PLACED PAVING
Maximum Coarse Aggregate:
Maximum Water/Cement Ratio:
Cement/Cementitious Content:
Maximum Placement Slump:
Air Entraining Agent:
Admixture:
Type D
1.00 inches
1" - #4 CRUSHED STONE
4.91 gal/sack or 0.457 lbs/lb
6.31 sacks (per cubic yard)
5.00 inches
ASTM C-260
ASTM C-494 Type A or D
MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D
451 lbs. ASTM C 150 TYPE I CEMENT
113 lbs. ASTM C 618 FLY ASH
1840 lbs. 1" - #4 CRUSHED STONE
1254 lbs. CONCRETE SAND
258 lbs. or 31.0 Gallons of Water
2.0 to 4.0 oz/cwt of ASTM C-494 Type D
Specified Air Content: 3.0~ - 6.0~
Placement Slump: 4.00 + or - 1.00 inches
PUMPING NOTES / RECOMMENDATIONS
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 @
discharge end of hose for strength guarantee to be valid.
4. To prime pump lines, a minimum of 8.0 sack grout should be
used 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, additional cement may
be required to assure strength and 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 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 placing 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 .
Unless otherwise indicated, when the concrete temperature at
point of placement exceeds 90 degrees Fahrenheit, TXI 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 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 back up data for the referenced
mix design(s). If the strength information is not available, or
is insufficient, confirmation tests may have to be conducted by
your laboratory.
Strength of lightweight mix designs valid provided strength
specimens are cured in accordance with ASTM Test Method C 567, as
referenced in section 8.1 of ASTM Specification C 330.
TBXAS INDDSTRIBS
COIICRSTB DSSIQI BVALDATION
Date: 09/14/99 ** Statistics Compiled From Independent Laboratory Test Specimens **
Nix Number: 8204 Strength: 3000 psi @ 28 Days
28 Day Test Data
Temperature
Test Plant (Fahrenheit
1 Placement Percent ---------
y
28 Da
-------- Cumulative 14ovin
g
Number Date Number Ambient Concrete Slump(in)
-
--- of Air
------- PSI 1
------- PSI 2
------- PSI Avg
------- Average
---------- Avg of 3
-------- Range
-----
------
1 --------
03/02/99 ------
43 -------
65 --------
75 ----
-
5.00 4.8$ 4230 4170 4200 4200 60
2 03/02/99 43 58 73 5.50 4.2$ 3690 3420 3555 3878 270
3 03/02/99 43 58 72 5.25 4.4$ 3720 3800 3760 3838 3838 80
4 03/05/99 67 4.50 4.1$ 3630 3570 3600 3779 3638 60
5 03/05/99 66 4.25 4.3$ 3440 3590 3515 3726 3625 150
6 03/05/99 76 5.00 4.3$ 3730 3880 3805 3739 3640 150
7 03/05/99 69 5.00 4.6$ 3300 3460 3384 3688 3567 160
8 03/05/99 69 4.50 4.7$ 4610 4820 4715 3816 3967 210
9 03/05/99 42 64 75 5.75 N/A 3630 3460 3545 3786 3880 170
10 03/05/99 42 65 77 5.50 N/A 4440 4300 4370 3845 4210 140
11 03/05/99 42 61 73 5.50 N/A 3730 3450 3590 3821 3835 280
12 03/09/99 68 5.00 4.6$ 4220 3930 4075 3843 4012 290
13 03/11/99 67 5.00 4.2$ 4460 4520 4490 3892 4052 60
14 03/11/99 65 4.50 4.6$ 4810 4900 4855 3961 4473 90
15 03/11/99 63 5.25 4.2$ 3860 3940 3900 3957 4415 80
16 03/17/99 70 4.50 4.3$ 4010 4090 4050 3963 4268 80
17 03/17/99 69 5.00 4.7$ 4040 3960 4000 3965 3983 80
18 03/17/99 35 61 74 1.75 6.0$ 4080 4220 4150 3975 4067 140
19 03/17/99 35 65 69 2.00 4.8$ 4510 4640 4575 4007 4242 130
20 03/18/99 60 64 5.50 4.8$ 4350 4340 4345 4024 4357 10
21 03/19/99 70 4.00 3.7$ 4110 4240 4175 4031 4365 130
22 03/24/99 63 4.00 4.2$ 4290 4270 4280 4042 4267 20
23 03/25/99 35 61 64 5.00 5.5$ 4900 4880 4890 4079 4448 20
24 03/25/99 35 57 61 3.50 5.3$ 5010 5070 5040 4119 4737 60
25 03/30/99 35 60 61 3.50 5.2$ 5470 5250 5360 4169 5097 220
26 03/30/99 35 61 62 3.50 5.0$ 5580 5710 5645 4226 5348 130
27 04/09/99 18 74 82 5.00 NJA 4730 4770 4750 4245 5252 40
28 04/19/99 65 62 3.50 5.0$ 3920 3500 3710 4226 4702 420
29 04/21/99 80 4.25 4.3$ 4090 4390 4240 4226 4233 300
30 05/07/99
------ 83
-------- 4.00
--------- 4.6$
------- 3870 3770 3820 4213 3923 100
*** Averages *** -
62 70 4.48 4.6$
CO1~II4ENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS
Mix Num: 8204 Strength: 3000 psi @ 28 Days
Paragraph 5.5 of ACI 318-95 provides that as data becomes
available during construction, the amount by which (F'cr) must
exceed the specified value of (F'c) may be reduced, provided:
(a) 30 or more test results are available and average of
test results exceeds that required by Section 5.3.2.1,
using a standard deviation calculated in accordance
with Section 5.3.1.1, or
(b) 15 to 29 test results are available and average of test
results exceeds that required by Section 5.3.2.1, using
a standard deviation calculated in accordance with
Section 5.3.1.2.
The required average compressive strength has been calculated
using a standard deviation calculated in accordance with
ACI 318-89 Section 5.3.1.1 or Section 5.3.1.2 and is the larger
value of these calculations:
F'cr = F'c + 1.34(SD)
= 3000 + 1.34( 572.8)
= 3768
F'cr = F'c + 2.33(SD) - 500
= 3000 + 2.33( 572.8) - 500
= 3835
SUI~II+IARY OF STATISTICAL ANALYSIS
28 Day Test Data
Number of Tests .......................... 30
Maximum Value ............................ 5645 psi
Minimum Value ............................ 3380 psi
Range... ... ......................... 2265 psi
Average Strength ......................... 4213 psi
Standard Deviation.... ... ..... 573 psi
Required Average Strength to satisfy
minimum probability conditions of
ACI 318-89 Section 5.3.2.1.... .... .... 3835 psi
Design excess beyond code requirements... 378 psi
TEYAS INDOSTRIBS
CONCRBTE D&SIGIi SVALDATION
Date: 09/14/99 ** Statistics Compiled From Independent Laboratory Test Specimens **
Hix Number: 8206 Strength: 3000 psi @ 28 Days
28 Day Test Data
Temperature
Test Plant
~ }
Fahrenheit Placement Percent -------- - 28 Da
y
-------- Cumulative Novin
g
Number Date Number Ambient Concrete Slump~in)
------ of Air
------- PSI 1
------- PSI 2
------- PSI Avg
------- Average
---------- Avg of 3
-------- Range
-----
------
1 --------
05/17/99 ------ -------
80 --------
86 ---
3.50 N/A 5430 5620 5525 5525 190
2 05/17/99 78 88 3.50 N/A 6150 6230 6190 5858 80
3 05/17/99 79 86 4.00 N/A 5630 4940 5285 5667 5667 690
4 05/17/99 80 89 4.50 N/A 5970 5930 5950 5738 5808 40
5 05/17/99 77 84 4.00 N/A 6300 6470 6385 5867 5873 170
6 05/18/99 70 83 2.50 N/A 5730 5330 5530 5811 5955 400
7 05/18/99 72 83 5.75 N/A 5370 5220 5295 5737 5737 150
8 05/18/99 76 88 3.00 N/A 5600 5180 5390 5694 5405 420
9 05/18/99 81 90 4.50 N/A 5030 5040 5035 5621 5240 10
10 05/18/99 72 84 4.00 N/A 5540 5470 5505 5609 5310 70
11 05/18/99 70 81 4.00 N/A 5600 5610 5605 5609 5382 10
12 05/18/99 78 86 4.25 N/A 5260 5660 5460 5596 5523 400
13 05/18/99 80 91 4.00 N/A 5270 5310 5290 5573 5452 40
14 05/18/99 71 83 6.50 N/A 5640 5710 5675 5580 5475 70
15 05/19/99 89 88 4.75 3.9$ 4810 4620 4715 5522 5227 190
16 05/20/99 70 85 3.75 N/A 5560 5960 5760 5537 5383 400
17 05/20/99 81 86 5.00 4.6$ 4890 5060 4975 5504 5150 170
18 05/20/99 69 83 4.00 N/A 5870 5910 5890 5526 5542 40
19 05/20/99 68 83 3.50 N/A 6580 6230 6405 5572 5757 350
20 05/20/99 68 84 4.00 N/A 6420 6670 6545 5621 6280 250
21 05/20/99 18 70 84 5.50 5.1$ 4690 4760 4725 5578 5892 70
22 05/21/99 80 89 3.00 N/A 4710 4780 4745 5540 5338 70
23 05/21/99 85 78 4.50 3.5$ 4130 4180 4155 5480 4542 50
24 05/21/99 72 81 3.50 N/A 4850 4940 4895 5455 4598 90
25 05/24/99 76 88 3.00 N/A 5460 5530 5495 5457 4848 70
26 05/24/99 80 91 4.00 N/A 5300 5660 5480 5458 5290 360
27 05/24/99 74 89 3.00 N/A 5610 5360 5485 5459 5487 250
28 05/27/99 74 84 4.00 N/A 6230 6300 6265 5488 5743 70
29 06/10/99 42 86 90 4.75 4.2$ 4700 4620 4660 5459 5470 80
30 06/21/99 43 89 92
--
- 5.25
--------- 4.8$
------- 4380 4600 4490 5427 5138 220
*** Averages *** -------
77 ----
-
86 4.12 4.4$
COI~II~IENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS
lYlix Num: 8206 Strength: 3000 psi @ 28 Days
Paragraph 5.5 of ACI 318-95 provides that as data becomes
available during construction, the amount by which (F'cr) must
exceed the specified value of (F'c) may be reduced, provided:
(a) 30 or more test results are available and average of
test results exceeds that required by Section 5.3.2.1,
using a standard deviation calculated in accordance
with Section 5.3.1.1, or
(b) 15 to 29 test results are available and average of test
results exceeds that required by Section 5.3.2.1, using
a standard deviation calculated in accordance with
Section 5.3.1.2.
The required average compressive strength has been calculated
using a standard deviation calculated in accordance with
ACI 318-89 Section 5.3.1.1 or Section 5.3.1.2 and is the larger
value of these calculations:
F'cr = F'c + 1.34(SD)
= 3000 + 1.34( 598.5)
= 3802
F'cr = F'c + 2.33(SD) - 500
= 3000 + 2.33( 598.5) - 500
= 3895
SUMl+1ARY OF STATISTICAL ANALYSIS
28 Day Test Data
Number of Tests .......................... 30
Maximum Value ............................ 6545 psi
Minimum Value ............................ 4155 psi
Range.. ... ......................... 2390 psi
Average~Strength ......................... 5427 psi
Standard Deviation.... ... ..... 599 psi
Required Average Strength~to satisfy
minimum probability conditions of
ACI 318-89 Section 5.3.2.1.... .... .... 3895 psi
Design excess beyond code requirements... 1532 psi
•
~~ ~'
® MIDLOTHIAN CEMENT PLANT • 245 Ward Road • Midlothian, Texas 76065 • www.txi.com
SPECIFICATIONS
Portland Cement
Type I/II (Low Alkali)
A.S.T.M. C150-97
Bin Number
Car Number
Tons
Date of Sam lin Jul 1999 Monthl Avera e
ASTM TEST
SPECIFICATION RESULTS
CHEMICAL REQUIREMENTS
Silica Oxide, Minimum Percent 20.0 20.6
Alumina Oxide, Maximum Percent 6.0 4.2
Iron Oxide, Maximum Percent 6.0 3.8
Ma nesia Oxide, Maximum Percent 6.0 1.2
S03 (C3A less than 8%), Maximum Percent 3.3
Loss on I nition, Maximum Percent 3.0 0.9
Insoluble Residue, Maximum Percent 0.75 0.16
Tricalcium Aluminate, Maximum Percent 8.0 5.0
OPTIONAL CHEMICAL REQUIREMENTS
Total Alkalies, Max. % (Na20 equiv.) 0.60 0.41
PHYSICAL REQUIREMENTS
Specific surface, Blaine Minimum (mZ/k) 280 345
Gillmore, Initial Set, Minimum Minutes 60 159
Gillmore, Initial Set, Maximum Minutes) 600 282
Vicat, Minimum Minutes 45
Initial Set Maximum Minutes 375 94
Air Content, Volume, Maximum Percent 12 5
Autoclave Ex ansion, Maximum Percent 0.80 0.01
3 Da Minimum Com ressive Stren th, MPa si 12.0 1740 21.4 3097
7 Da Minimum Com ressive Stren th, MPa si 19.0 2760 29.9 4338)
STATE OF TEXAS
ELLIS COUNTY
J.R. Wendel ,being duly sworn deposes and says: that he is Quality Services
Manager of TXI Midlothian Cement Plant, who prepared the above report of tests
and that the same is true and correct.
Subscribed p~fnd sworn to before me this 11th day of August, 1999.
/~ • , 5/
Public Qua Services Manager
' See ASTM C150 Table 1, Footnote B.
v~"~ `~ I;
C
COtiER
Q
,;~r~
~~ iR~ .
.
NOTARY PUBLIC
SPATE Of' TE~CAS
..tJ
°~-, b1; Commission Expires
._.
e~ t Octobtr 22, 2003
^~^
^^^
"'Hanson
Hanson Aggregates
South Central Region
P.O. Box 190999 Dallas, TX 75219
3500 Maple Ave Dallas, TX 75219
Tel 214-525-5500
www.hansonplc.com
FLY ASH ANALYSIS
DATE: 07/27/1999
MATERIAL: Class C Fly Ash SPECIFICATION: ASTM C-618
SAMPLED BY: Hanson Aggregates TEST PRODCEDURE: ASTM C-311
SOURCE: #750 CASON FLYASH
Monthly Quality Control Sample
SAMPLE NUMBER: 375891 SPECS.
DATE SAMPLED: 04/28/1999
PHYSICAL TEST
Specific Gravity 2.71 •••
Variation From Avg.() .07 5.0 (Max.)
Retained on No. 325 0) 17.2 34.0 (Max.)
Variation, Points from Avg. .5 5.0 (Max.)
Water Requirement() 93.4 105. 0 (Max.)
Pozz Index, ~ Control 95.7 75.0 (Min.)
Autoclave Soundness() .086 +0.8 (Max.)
Moisture Content() .03 3.0 (Max.)
Loss on Ignition .23 6.0 (Max.)
CHEMICAL TEST
Silicon Dioxide, Si02($) 31.74 ...
Aluminum Oxide, A1203(~) 19.81 ...
Iron Oxide, Fe203($) 5.82 •••
Total: Si02;A12o3;Fe203 ~ 57.37 50.0 (Min.)
Sulphur Trioxide, S03(~) 3.43 5.0 (Max.)
Magnesium Oxide, Mg0(~) 6.33 ...
Calcium Oxide, Ca0(~) 28.26 •••
Sodium Oxide Eqv, Na20(~) 2.23 ••-
Available Alkalai as Na20(~) 1.26
~~~
Ken Ravell
Sales Manager
Grace Construction Products
W.R. Grace & Co. -Conn
4323 Crites Street
P.O. Box 2585-77252
Houston, TX 77003
August 18, 1998
Texas Industries, lnc.
Gentlemen:
This is to certify that DARATARD-HC, a water reducing .admixture, as
manufactured and supplied by the Construction Products Division, W.R.
Grace 8~ Co.-Conn., is formulated to comply with Specifications for Chemical
Admixtures for Concrete, ASTM Designation: C-494, Types B 8~ D
(AASHTO M194, Type B & D). -
DARATARD-HC does not contain calcium chloride or chloride containing
compounds as a functional ingredient Chloride ions may be -present in trace
amounts contributed from the domestic water supply used during the
manufacturing process..
,,
The above is in addition fo and not in substitution for our standard Conditions
of Sale printed on the reverse side hereof.
Sin rely,
c
Tom C. Henson
District Manager
Subscribed and swam to, before me,
this 18th day of August, 1998 AD.
Lorene B. Raso, Notary Public
In and for the State of Texas
• MY COMMISSION EXPIRES --
°.,~;, ~ March 28.2002
,.
We hope the information given here will be helpful. It is based on our best knowledge, and we believe it to be true and accurate. Please read all stotements,
recommendations,or suggestions herein in conjunction with our conditions of sale which apply to oll goods supplied by us. We assume no responsibility for the use
of these stotements, recommendations or suggestions nor do we intend them os recommendotion for ony use which would infringe ony patent or copyright.
~~
Concrete Products
W.R. Grace & Co.
2001 East Randol Mill, Suite + 115
Arlington, TX 76011
January 8, 1998
(817) 461-4101
(817) 459-1084
Texas Industries, Inc.
Dallas, Texas
Gentlemen:
This is to certify that Daracem 65 a mid-range water-reducing admixture, as
manufactured and supplied by the Construction Products Division, W.R. Grace &
Co.-Conn., is formulated to comply with Specification for Chemical Admijctures
for Concrete, ASTI1ll Designation: C494, Type A (AASHTO M194, Type A}.
Daracem 65 does not contain calcium chloride or chloride containing compounds
as a functional ingredient. Chloride ions may be present in trace amounts
contributed from the domestic water supply used during the manufacturing
process.
The foregoing is in addition to and not in substitution for our standard Conditions
of Sale printed on the reverse side hereof.
Sincerely,
Subscribed and sworn to, before me,
this 8th day of January, 1998 A. D.
aooooocooooo00000000oooooaooa,
~'" '°• LORENE B. FtASO
Y'~ a Notary Public, State cFTexas
~,r ~ ~~ biy Gomm!sston Expires U3-28-1898
~9u. Cl,
Tom C. Henson
District Manager
Q
Lorene B. Raso, Notary Public
In and For the State of Texas
We hope the Information given here will be helpful. It Is based on our best knowledge, and we believe It to be true and accurate. Please read all statements,
recommendations asuggestions herein In conjucllon with our Cond'dkxu of sale which apply to all goods supplied by us. We assume no responslblllty tot the use
of these statements, recommendations, or suggestions, nor do we Intend them as a recommerxlation for any use which would Infringe any patent or copyright.
GRACE
August 18, 1998
Texas Industries, Inc.
Gentlemen: -
Grace Construction Products
W.R. Grace ~ Co. • Conn
4323 Cates Street
P.O. Box 2585.77252
Houston, TX 77Q03
This is to certify that Daravair 1000, an air-entraining admixture, as
manufactured and supplied by the Construction Products Division, W.R. Grace &
Co.-Conn., is formulated to comply with Specification for Air-Entraining
Admixtures for Concrete, ASTM Designation: C260 (AASHTO M154).
Daravair 1000 does not contain calcium chloride containing compounds as a
functional ingredient. Chloride ions may be present in trace amounts contributed
from the domestic water supply used during the manufacturing process.
Material supplied for the above referenced project is identical in all respects,
including concentration, to the one originally submitted to and approved by the
State of Texas, Dept. of Transportation.
The foregoing is in addition to and not in substitution for our standard Conditions
of Sales printed on the reverse side hereof.
Sincerely,
Tom C. Henson
District Manager
Subscribed and svuorn to, before me,
this 18th day of August 1998, A.D.
p`"^'~~. LORENE 8. RASO _
~%•~ MY COMMISSION EXPIRES
y ~. ~~
~.o..~~' Morch 28. 2002
~ ~ ~~
ti
Lorene B. Raso, Notary Public
In and for the State of Texas
--~_
Nie hope rie ~n~orr,cr~on given here will be he'p~ul. It is bcsed on our bes7 knowledy'_ end •.~e behove ~r ro be true cnd occurere. P.ecse reed all stc1emenis,
reconmendabr.s.a soggesr~ens herein in conjuncron w~rh our cond~r~ons of sole vrhich cpply ro e!I goods suophed by us. Wa essune no respcns~bl:ry for the use
of the>e sro•an+enrs recommendcr~ons or suggesr,ons nor do vre Inca^,d they, es rr~e~^n•.endo^an for ony use v.hlch wculd ~nfrince c-y pe•a^, or copyr~ghr.
TEXAS INDUSTRIES
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Date: 04/28/99
Size: 33
Project: ***"*ALL TESTS*****
Production Facility:
Grading Designation:
Sample Location:
PARADISE
ASTM C-33 FINE AGG.
SIEVE
SIZE CUMULATIVE
WT. RETAINED CUMULATIVE
% RETAINED CUMULATIVE
% PASSING REQUIRED
% RETAINED SPECIFICATION
% PASSING
2.0"
1.5"
1.0"
/~,
,~Z'
3/8"
#4 .81 99.19 0-5 95-100
#8 19.02 80.98 0 - 20 80 - 100
#10
#16 35.23 64.77 15 - 50 50 - 85
#30 51.87 48.13 40 - 75 25 - 60
#40
#50 72.74 27.26 70 - 90 10 - 30
#100 96.05 3.95 90 - 98 2 - 10
#200 98.88 1.12
PAN WT. 2.76 FINENESS MODULUS
M. C.
DECANT
S.E.
100% of
5.3%
91.2%
tests: 93 Size: 33 PLANT: PARADISE Job: *'"""`****ALL JOBS*******
TEXAS INDUSTRIES
,QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Date: 07/17/99 Production Facility:
Size: 57 Grading Designation:
Project: ~ •'"*"ALL TESTS**"* Sample Location:
TXI -BRIDGEPORT. TEXAS
ASTM C-33 1" - #4.
SIEVE
SIZE CUMULATIVE
WT. RETAINED CUMULATIVE
% RETAINED CUMULATIVE
% PASSING REQUIRED
% RETAINED SPECIFICATION
% PASSING
2.0"
1.5" 0 100 0 100
1.0" 1.72 98.28 0 - 5 95 - 100
'/" 17.46 82.54
'/2° 55.43 44.57 40 - 75 25 - 60
3/8" 79.30 20.70
#4 97.20 2.80 90 - 100 0 - 10
#8 98.83 1.17 95 - 100 0 - 5
#10
#16
#30
#40
#50
#100
#200 99.13 0.87
PAN WT.
Decant .89%
100% of tests: 151 .Size: 57 PLANT: BRIDGEPORT Job: """'ALL JOBS"*•***