Reserve-LR 990916 1341 West Mockingbird Lane · Dallas, Texas 75247 · 972.647.6700~w~fw.txi.com
Austin Bridge & Road
11143 Goodnight Lane
Dallas, TX 75229
RE: The Reserve - Coppell - '
8272 8274
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 #: 8272
Description: 5.00SK ADMIX/AEA i"CS
Strength: 3000 Dm~ @ 28 Days
SLIP FORMED PAVING
Maximum Coarse Aggregate: 1" - #4 CRUSHED STONE ~
Maximum Water/Cement Ratio: 6.20 gal/sack or 0.549 lbs/lb
Cement/Cementitious Content: 5.00 sacks (per cubic yard)
Maximum Placement Slump: 4.00 inches ~
Air Entraining Agent: ASTM C-260
Admixture: ASTM C-494 Type A or D
MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D
470 lbs. ASTM C 150 TYPE I CEMENT
1840 lbs. 1" - #4 CRUSHED STONE
1352 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: 3.00 + or - 1.00 inches
Mix #: 8274
Description: 6.00SK ADMIX/AEA I"CS
Strength: 4000 psi @ 28 Days
HAND PLACED PAVING
Maximum Coarse Aggregate: 1" - #4 CRUSHED STONE
Maximum Water/Cement Ratio: 5.17 gal/sack or 0.457 lbs/lb
Cement/Cementitious Content: 6.00 sacks (per cubic yard)
Maximum Placement Slump: 5.00 inches
Air Entraining Agent: ASTM C-260
Admixture: ASTM C-494 Type A or D
MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D
564 lbs. ASTM C 150 TYPE I CEMENT
1840 lbs. 1" - #4 CRUSHED STONE
1273 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.
TEllS IIfI~S~IES
CONCRETE DESIGN EVALUATION
Date: 09/16/99 ** Statistics Compiled ~oa Independent Laboratory Test Specimens
Nix l~mber: 8272 Strength: 3000 psi @ 28 Days
28 Day Test Data
Temperature
Test Plant (Fahrenheit) Placement Percent ......... 28 Day ........ Cumulative Moving
Number Date Number Ambient Concrete Slump(in) of Air PSI 1 PSI 2 PSI Avg Average Avg of 3 Range
1 04/20/99 72 5.00 4.4% 3880 3950 3915 3915 70
2 04/20/99 73 5.50 4.1% 3840 3870 3855 3885 30
3 04/20/99 70 5.00 4.5% 3580 3860 3720 3830 3830 280
4 04/20/99 70 5.25 4.3% 3310 3500 3405 3724 3660 190
5 04/21/99 46 68 72 4.75 N/A 4180 4260 4220 3823 3782 80
6 04/22/99 43 67 73 5.75 N/A 3930 4000 3965 3847 3863 70
7 04/28/99 77 5.00 1.6% 3960 3820 3890 3853 4025 140
8 04/28/99 74 6.50 4.5% 4030 3880 3955 3866 3937 150
9 04/28/99 75 7.25 4.3% 3650 3560 3605 3837 3817 90
10 04/29/99 12 79 60 6.00 N/A 3960 3700 3830 3836 3797 260
11 05/05/99 88 5.25 3.8% 3690 3780 3735 3827 3723 90
12 05/05/99 82 5.00 3.5% 3420 3570 3495 3799 3687 150
13 05/05/99 85 5.25 3.6% 3450 3560 3505 3777 3578 110
14 05/05/99 86 5.50 3.6% 3470 3840 3655 3768 3552 370
15 05/05/99 84 5.00 3.4% 3790 3830 3810 3771 3657 40
16 05/05/99 74 5.00 2.2% 3750 4100 3925 3780 3797 350
17 05/07/99 73 4.50 4.5% 4040 3710 3875 3786 3870 330
18 05/07/99 80 5.50 4.5% 3610 3710 3660 3779 3820 100
19 05/07/99 72 6.00 4.3% 3310 3400 3355 3757 3630 90
20 05/12/99 38 79 86 4.50 3.2% 4810 5110 4960 3817 3992 300
21 05/21/99 81 78 5.00 4.6% 3660 3830 3745 3813 4020 170
22 05/24/99 84 79 4.50 5.4% 4100 4470 4285 3835 4330 370
23 05/24/99 35 60 53 5.25 5.0% 4760 4590 4675 3871 4235 170
24 05/24/99 35 63 58 5.50 4.7% 4930 4360 4645 3904 4535 570
25 05/24/99 35 58 56 5.00 4.8% 4630 5180 4905 3944 4742 550
26 05/24/99 35 58 56 5.00 5.0% 4750 5380 5065 3987 4872 630
27 06/14/99 88 7.00 2.0% 4300 4380 4340 4000 4770 80
28 06/14/99 92 6.75 3.9% 4110 4260 4185 4006 4530 150
29 06/14/99 78 8.50 4.2% 4140 4000 4070 4009 4198 140
30 06/14/99 79 8.00 4.3% 4320 4280 4300 4018 4185 40
*** Averages *** 70 75 5.60 4.0%
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS
Mix Num: 8272 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( 459.2)
= 3615
F'cr = F'c + 2.33(SD) - 500
= 3000 + 2.33( 459.2) - 500
= 3570
SUMMARY OF STATISTICAL ANALYSIS
28 Day Test Data
Number of Tests .......................... 30
Maximum Value ............................ 5065 psi
Minimum Value ............................ 3355 psi
Range .................................... 1710 psi
Average Strength ......................... 4018 psi
Standard Deviation ....................... 459 psi
Required Average Strength to satisfy
minimum probability conditions of
ACI 318-89 Section 5.3.2.1 ............... 3615 psi
Design excess beyond code requirements... 403 psi
Temperature
Test Plant (Fahrenheit) Placement Percent ......... 28 Day ........ Cumulative Moving
Number Date Number Ambient Concrete Slump(in) of Air PSI 1 PSI 2 PSI Avg Average Avg of 3 Range
i 02/18/99 70 4.50 5.1% 5320 5200 5260 5260 120
2 02/19/99 59 70 4.75 5.01 6120 6050 6085 5673 70
3 02/22/99 65 4.00 5.21 4810 4890 4850 5398 5398 80
4 02/22/99 48 62 6.75 5.3t 4720 4870 4795 5248 5243 150
5 02/22/99 31 38 56 5.25 4.9% 6070 6020 6045 5407 5230 50
6 02/23/99 68 3.75 5.0% 4670 4870 4770 5301 5203 200
7 02/24/99 18 71 63 4.75 N/A 4740 4820 4780 5226 5198 80
8 02/25/99 79 4.75 4.71 5270 5110 5190 5222 4913 160
9 02/25/99 40 70 72 4.25 N/A 4960 5110 5035 5201 5002 150
10 02/26/99 40 67 72 5.50 N/A 4180 4330 4255 5107 4827 150
11 02/26/99 40 70 78 5.00 M/A 5410 5230 5320 5126 4870 180
12 03/04/99 40 62 70 4.50 N/A 5920 5700 5810 5183 5128 220
13 03/05/99 42 6.00 N/A 4950 5000 4975 5167 5368 50
14 03/05/99 31 65 73 5.00 4.21 4910 5000 4955 5152 5247 90
15 03/05/99 31 68 75 5.25 3.9t 4590 4410 4500 5108 4810 180
16 03/05/99 31 72 79 4.75 4.5% 4760 4770 4765 5087 4740 10
17 03/05/99 31 63 71 5.00 3.8% 4770 4610 4690 5064 4652 160
18 03/10/99 43 60 66 6.00 4.51 4830 4760 4795 5049 4750 70
19 03/11/99 18 57 72 3.00 4.8l 4470 4640 4555 5023 4680 170
20 03/15/99 69 3.00 N/A 5960 6350 6155 5079 5168 390
21 03/16/99 65 68 3.50 3.81 4910 4740 4825 5067 5178 170
22 03/16/99 74 4.25 4.91 4780 4570 4675 5049 5218 210
23 03/26/99 40 65 70 5.00 N/A 4500 4770 4635 5031 4712 270
24 03/29/99 55 64 3.75 5.0% 5500 5420 5460 5049 4923 80
25 04/12/99 38 77 86 3.50 4.1% 4540 4640 4590 5031 4895 100
26 04/20/99 38 76 84 3.50 N/A 4690 4580 4635 5016 4895 110
27 04/23/99 40 89 84 4.00 N/A 5170 5210 5190 5022 4805 40
28 05/07/99 38 63 84 6.50 N/A 4060 4220 4140 4991 4655 160
29 05/12/99 38 79 86 4.50 3.2% 4810 5110 4960 4989 4763 300
30 05/24/99 85 89 4.00 3.8% 4770 4560 4665 4979 4588 210
*** Averages *** 66 73 4.61 4.5%
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS
Mix Num: 8274 Strength: 4000 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)
= 4000 + 1.34( 508.2)
= 4681
F'cr = F'c + 2.33(SD) - 500
= 4000 + 2.33( 508.2) - 500
= 4684
SUMMARY OF STATISTICAL ANALYSIS
28 Day Test Data
Number of Tests .......................... 30
Maximum Value ............................ 6155 psi
Minimum Value ............................ 4140 psi
Range .................................... 2015 psi
Average Strength ......................... 4979 psi
Standard Deviation ....................... 508 psi
Required Average Strength to satisfy
minimum probability conditions of
ACI 318-89 Section 5.3.2.1 ............... 4684 psi
Design excess beyond code requirements... 295 psi
~e MIDLOTHIAN CEMENT PLANT · 245 Ward Road · Midlothian, Texas 76065 · www. txi.com
SPECIFICATIONS
Portland Cement
Type fill (Low Alkali)
A.S.T.M. O150-97
Bin Number
Oar Number'
Tons
Date of Sampling July 1999 Monthly Average
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
M, agnesia Oxide, Maximum Percent 6.0 1.2
SO:] (63A less than 8%), Maximum Percent * 3.3
Loss on Ignition, Maximum Percent 3.0 0.9
;nsoluble Residue. Maximum Percent 0.75 0.16
Tricalcium Aluminate, Maximum Percent 8.0 5.0
OPTIONAL CHEMICAL REQUIREMENTS
Total Alkalies, Max. % (Na20 equiv.) I 0.60 0.41
PHYSICAL REQUIREMENTS
Specific surface, Blaine Minimum (m2/kg) 280 345
Gillmore, Initial Set, Minimum (Minutes) 60 159
Gillmore, Initial Set, Maximum (Minutes) 600 282
Vicat, I Minimum (Minutes) 45
Initial Set I Maximum (Minutes) 375 94
Air Content, Volume, Maximum Percent 12 5
Autoclave Expansion, Maximum Percent 0.80 0.01
3 Day Minimum Compressive Strength, MPa (psi) 12.0 (1740) 21.4 (3097)
7 Day Minimum Compressive Strength, MPa (psi) 19.0 (2760) 29.9 (4338)
STATE OF TEXAS ELLIS COUNTY
J.R. Wendel , being duly sworn deposes and says: that he is Quality Sen/ices
Manager of TXI Midlothian Cement Plant, who prepared the above report of tests
and that the same is true and correct.
Subscribed/C'~d sworn to before me this 11th day of August, 1999.
/
Oua~-C'Services Manager
< L~,"~' "1 NOT?,P,Y PU!3LIC
Concrete Products
GRACE W.R. Grace & Co.
200t East Randol Mill, Suite · t t5
Arling;on. TX 760~ ~
(8{7) 46t-4t0t
January 8, 1998 (~7) 459-~a84
Texas Industries, Inc.
Dallas,.Texas
Gentlemen:
This is to certify that DARATARD-17, a water-reducing set-retarding
admixture, supplied by the Construction Products Division, W.R. Grace &
Co.-Conn., is formulated to comply with Specifications for Chemical
Admixtures for Concrete, ASTM Designation: C-494, as a Type B & D
admixture; and the Standard Specifications of the Texas Highway
Department.
No chlorides or halogens are added to DARATARD-17 as functional
ingredients during manufacture.
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 above is in addition to and not in substitution for our standard Conditions
of Sale printed on the reverse side hereof.
· Sincerely,
Tom C. Henson
District Manager
Subscribed and sworn to, before me,
this 8th day of January, 1998 A.D.
;? ~..~. .LO~ s..,:~. :; In and For the State o'f Texas
We hope the information given here will 'oe helpful. It i$ tx~$ed on our best kno,~edge, and we believe it to be true and ~ccurate. Ple<3$e read all statements.
recocnf,'nencJotlort.$ or s~g~;;;leslion$ herein in cc~j',Jc~o~ 'vCth o~f ¢o¢,dit~o~$ of Sa~e vah{c-h apCy to all Q(:x3d$ supc4ied ~y us. We sssurne no re$cx~sl~llty for ~ use
of these st~ement~, reg. omrne~clot;o¢,$, or su~;;~estk::~$, r',~r do we Intend ~hem as a recommenda,~on fcr any use wh~c.h wo,-Id Infringe any patent or copynght.
Grace Construction Products
~GE W.R. Grace & Co. - Corm
4323 Criles Stree~
P.O. Box 258.5-77252
Houston, TX 77003
December16,1998
Texas Industries, Inc.
1341 West Mockingbird Lane
Dallas, Texas 75247
Gentlemen:
This is to certify that WRDA with HYCOL, a water-reducing admixture, as
manufactured and supplied by the Construction Products Division, W.R.
Grace & Co.-Conn., is formulated to comply with Specifications for Chemical ...
Admixtures for Concrete, . ASTM Designation: C-494, Type A (AASHTO
M194, Type A).
WP, DA with HYCOL does not contain calcium chloride or chloride containing
compounds as a functional ingredient. Chloride ions may be present in trace
amounts contributed from the domestic water supply used during the
manufacturing process.
The above is in addition to and not in substitution for our standard Conditions
of Sale printed on the reverse side hereof.
,~ ncerely,
Tom C. Henson
District Manager
Subscribed and sworn to, before me,
this 16th day of December, 1998 A.D
Lorene ~. Raso, Notary ~ublic
In and For the State of Texas
, ~.-~ LORENE B. RA$O '
J I' ('~l~).) MY COMMISSION EXPIRES
," ' ~'~_~,~/ March 28. 2002
......... ~ ......... ~--
~%~e hope t~.e [n~o~m3Lon s:ve~ ke~e w;i~ be h~p{~l. I~ is ~se~ cn ou~
[ecomme~dc'.ion5.or 5~es~ion5 he~ei~ in coniunclion wlt~ our con~ilions o[ 5c~e wkich cpply to o'.~ ~bods sup~l:ed by ~s. ~/e ~ssume ~o re5p~ns:b;~i~ ~o~ l~e u~e
these 5:G~emenls. =ecomm. e~ciicns o~ su~e?;ons nor ~o w~ i~.t~ :~em c~ recommen~cl;o~ ~o~ ony use wk~c~ wou;~-in[rm~e Qny ~c;gnl o~ co~y';~l. '
Grace Construction Products
~GE 'vV R. Gr.ace & Co.. Corm
4323 Cr ~es S:,'ee'
P.O. Box 2S8S.77252
Hous:on, TX 77003
August 18, 1998
Tey. ns Industries, Inc.
Gentlemen:
This is to certify that Daravair 1000, an air-entraining admixture, as
manufactured and supplied by the Construction Products Division, W.P,. 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 sworn to, before me,
this 18th day of August 1998, A.D.
~',% LORENE B. RASO ,, Lorene B. Raso, Notary Public
{t:.~%"):, ~' CO.'~.'~SS,ON EXP,~S- , In and for the State-of Texas
L ~:~i~?~' March 28. 2.002 ,
'.','e ;-cae ';:e ,c~:rmc',on a.',-e'~_ ~'e:e ,,-, !~ be '"~'~:.._-~ ...~ h ,s =c;e;i c- c J, ~es~ ,,ec.../e:.~e 'a_nd .._,a be'.e-..e : 'cke t:ue ccd ccc,-;'='e..:':e :'e 'e''4 c;[ stSreme~:s.
recDmmenCR'...-s.:.' su~.-'-es: c~'s he-ein .~- cc,' ~-c: c'~ w '- c~r cc"--',~.c"s oi sc~e .,J'.c- c...:c;., :: c'; gco:s s~ccl eC. by us. %*/e css.-e cc :e~cc~s:b,l:,f .:or the ,.se
TEXAS INDUSTRIES
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Date: 07/17/99 Production Facility: TXI - BRIDGEPORT, TEXAS
Size: 5.~7 Grading Designation: ASTM C-33 1" -
Project: ..... ALL TESTS ..... Sample Location:
SIEVE CUMULATIVE CUMULATIVE CUMULATIVE REQUIRED SPECIFICATION
SIZE WT. RETAINED % RETAINED % PASSING % RETAINED % PASSING
2.0"
1.5" 0 100 0 100
1.0" 1.72 98.28 0 - 5 95 - 100
%" 17.46 82.54
%" 55,43 44,57 40 - 75 25 - 60
318" 79.30 20.70
C-d, 97.20 2.80 90 - 100 0 - 10
#8 98.83 1.17 95 - 100 0 - 5
¢10
¢16
#30
#40
#5O
#100
#200 99.13 0,87
PAN WT.
Decant .89%
-i00% of tests: 151 .Size: 57 PLANT: BRIDGEPORT Job: ....... ALL JOBS .......
TEXAS INDUSTRIES
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Date: 04/11/99 Production Facility: INGRAM (GLEN ROSE)
Size: 33 Grading Designation: ASTM C-33 FINE AGG.
Project: ....*ALL TESTS* .... Sample Location:
SIEVE CUMULATIVE CUMULATIVE CUMULATIVE REQUIRED SPECIFICATION
SIZE WI'. RETAINED % RETAINED % PASSING % RETAINED % PASSING
2.0"
1.5"
1.0"
=?4"
~"
3/8"
~N 1.82 98.18 0 - 5 95 - 100
#8 13.29 86.71 0 - 20 80 - 100
#10
#16 29.86 70.14 15 - 50 50 - 85
#30 44.70 55.30 40 - 75 25 - 60
~0
#50 75.23 24.77 70 - 90 10 - 30
#100 92.82 7.18 90 - 98 2 - 10
#200 99.04 0.96
PAN VVT. 2.58 Fineness Modulus
S.E. 91.00
100% of tests: 3 Size: 33 PLANT: INGRAM(GLEN ROSE) Job: ...... *ALL JOBS .......