Fountain Park 1-LR 931006October 06, 1993
TEXAS INDUSTRIES, INC.
7610 STEMMONS FREEWAY · DALLAS, TEXAS 75247 · (214) 647-6700
Austin Bridge & Road
11143 Goodnight Lane
Dallas, Tx 75229
Attention Mr. Mike Ducote'
RE: Fountain Park - Coppell
8272 8273 7696
Gentlemen:
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 mix 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, 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 94-86a Section 14.4 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. 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,
TEXAS INDUSTRIES, INC.
Dana L. Link
Customer Service Representative
MIX # 8272
5.OOSK ADMIX/AEA 1"CS
3000 PSI @ 28 Days
PAVING
Maximum Coarse Aggregate Size: ASTM C 33 1"- #4 Crushed Stone
Maximum Water/Cement Ratio: 6.40 gal/sk .567 lb/lb
Minimum Cement Content per Cubic Yard: 5.00 sacks
Maximum Placement Slump: 4.0 inches
Admixture ASTM C-494: Type A or D
Air Entraining Agent ASTM C-260: 3% - 6%
MATERIAL QUANTITIES PER i CUBIC YARD AT S.S.D.
470 lbs. or 5.00 sacks ASTM C 150 Type I Cement
1840 lbs. ASTM C 33 1"- #4 Crushed Stone
1352 lbs. ASTM C 33 Concrete Sand
267 lbs. or 32.0 gallons of Water
2.0 to 4.0 oz/cwt of ASTM C-494 Type D
Specified Air Content: 3% - 6%
Placement Slump: 3.0 + or - i inches
MIX # 8273
5.50SK ADMIX/AEA 1"CS
3600 PSI @ 28 Days
HAND PLACEMENTS
Maximum Coarse Aggregate Size: ASTM C 33 1''- #4 Crushed Stone
Maximum Water/Cement Ratio: 5.82 gal/sk .515 lb/lb
Minimum Cement Content per Cubic Yard: 5.50 sacks
Maximum Placement Slump: 5.0 inches
Admixture ASTM C-494: Type A or D
Air Entraining Agent ASTM C-260: 3% - 6%
MATERIAL QUANTITIES PER i CUBIC YARD AT S.S.D.
517 lbs. or 5.50 sacks ASTM C 150 Type I Cement
1840 lbs. ASTM ~ 33 1"- #4 Crushed Stone
1313 lbs. ASTM C 33 Concrete Sand
267 lbs. or 32.0 gallons of Water
2.0 to 4.0 oz/cwt of ASTM C-494 Type D
Specified Air Content: 3% - 6%
Placement Slump: 4.0 + or - 1 inches
*MIX # 7696
5.00SK PG OVER ROCKY ADMIX/AEA
EXPOSED CONCRETE
Maximum Coarse Aggregate Size: ASTM C 33 3/8''- #8 Pea Gravel
Maximum Water/Cement Ratio: 7.04 gal/sk .623 lb/lb
Minimum Cement Content per Cubic Yard: 5.00 sacks
Maximum Placement Slump: 5.0 inches
Admixture ASTM C-¢94: Type A or D
Air Entraining Agent ASTM C-260: 3% - 6%
MATERIAL QUANTITIES PER i CUBIC YARD AT S.S.D.
470 lbs. or 5.00 sacks ASTM C 150 Type I Cement
2100 lbs. ASTM C 33 3/8"- #8 Pea Gravel
1088 lbs. ASTM C 33 Concrete Sand
293 lbs. or 35.2 gallons of Water
2.0 to 4.0 oz/cwt of ASTM C-494 Type D
Specified Air Content: 3% - 6%
Placement Slump: 4.0 + or - I inches
Texas Industries, Inc. does not guarantee the color uniformity of ready
mix concrete due to: normal color variation in cement and aggregates,
normal slump variation, or other conditions such as weather, placement,
consolidation, curing, leakage or variations in form texture, or surface
treatments. The aggregates native to this region may also contain trace
amounts of iron which, while not visable to the naked eye, may become
noticeable in concrete through oxidation. We also recommend that a
sample panel be made and finished to proper texture, on the job site,
prior to production to assure proper color and uniformity.
PUMPING 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. Slumps and test cylinders 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 th~ 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.
We are enclosing all available back up data for the above referenced mix
design. If the strength information is not available or is not
sufficient, conformation cylinders may have to be made by your testing
laboratory.
Date: 10/06/93
TEXAS INDUSTRIES, INC.
CONCRETE DESIGN EVALUATION
** Statistics Compiled From Independent Laboratory Test Specimens **
Mix No. E8272
Strength 3000 psi ~ 28 Days
28 Day Test Data
Page: 1
Test
No. Date
Plant Temperature Placement Percent
No. Amb Con Slump of Air
1 04/12/93
2 04/15/93
3 04/20/93
4 04/20/93
5 04/20/93
6 04/20/93
7 04/20/93
8 04/20/93
9 04/21/93
10 04/21/93
11 04/22/93
12 04/23/93
13 04/28/93
14 05/12/93
15 05/13/93
16 05/13/93
17 05/13/93
18 05/17/93
19 05/19/93
20 05/21/93
21 06/08/93
22 06/14/93
23 06/22/93
24 06/30/93
25 06/30/93
26 06/30/93
27 07/07/93
28 07/08/93
29 07/09/93
30 07/09/93
12 81 82 4.5 4.0
12 76 72 4.5 3.g
12 76 81 5.5 N/A
12 73 78 6.2 N/A
12 78 84 6.5 N/A
12 78 83 5,7 N/A
12 78 84 5.5 N/A
12 80 83 6.0 N/A
12 61 N/A 6.0 N/A
12 N/A 72 4.0 3.6
12 N/A 68 3.0 4.4
12 N/A N/A 7.0 4.8
12 73 79 4.0 4.5
12 68 72 5.0 N/A
12 71 76 4.7 5.1
12 76 72 5.0. 4.3
12 77 81 5.2 4.5
12 75 85 5,5 N/A
12 75 79 4.7 N/A
12 70 75 5.0 N/A
31 N/A 88 4.5 5.6
12 90 89 5.2 N/A
12 74 84 4.5 N/A
12 80 82 5.0 N/A
12 82 86 5.0 N/A
12 88 89 5.2 N/A
18 95 89 3.5 N/A
12 92 91 4.0 N/A
12 go 93 5.0 N/A
12 95 93 5.0 N/A
....... 28 Day ....... Cum Moving
PSI I PSI 2 PSI Avg Avg Avg of 3 Range
4350 4500 4425 4425 4425 150
4330 4280 4305 4365 4365 50
49D0 4880 4890 4540 4540 20
4590 4610 4600 4555 4598 20
4060 4080 4070 4458 4520 20
4320 427D 4295 4431 4322 50
4300 4230 4265 4407 4210 70
3860 3850 3855 4338 4138 10
4040 4D10 4025 4303 4048 30
4360 4530 4445 4318 4108 170
4540 4440 4490 4333 4320 100
4020 4220 4120 4315 4352 200
4410 4380 4395 4322 4335 30
4160 4130 4145 4309 4220 30
4430 4530 4480 4320 4340 100
4160 4110 4135 4309 4253 50
4DO0 4160 4080 4295 4232 160
4010 3890 3950 4276 4055 120
4640 4750 4695 4298 4242 110
4300 4170 4235 4295 4293 130
5110 5030 5070 4332 4667 80
4360 4270 4315 4331 4540 90
4960 5040 5000 4360 4795 80
4650 4770 4710 4375 4675 120
4630 4700 4665 4386 4792 70
4490 4540 4515 4391 4630 50
4880 4440 4660 4401 4613 440
4180 4220 4200 4394 4458 40
4110 4220 4165 4386 4342 110
4600 4520 4560 4392 4308 80
*** Averages *** 79 82 5.0 4.5
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS
Mix No. E8272
Strength 3000 psi @ 28 Days
Paragraph 5.5 of ACI 318-89 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' + 1.34(SD)
cr c
= 3000 + 1.34(00305)
= 3409
CK
f' + 2.33(SD) - 500
C
3000 + 2.33(00305) - 500
3211
SUMMARY OF ~STATISTICAL ANALYSIS
28 Day Test Data
Number of Tests .......................... 30
Maximum Value ............................ 5070 psi
Minimum Value ............................ 3855 psi
Range .................................... 1215 psi
Average Strength ......................... 4392 psi
Standard Deviation ....................... 305 psi
Required Average Strength to satisfy
minimum probability conditions of
AC1 318-89 Section 5.3.2.1 ............... 3409 psi
Design excess beyond code requirements.. 983 psi
Date: 10/06/93
TEXAS INDUSTRIES, INC.
CONCRETE DESIGN EVALUATION
** Statistics Compiled From Independent Laboratory Test Specimens
Mix No. H8273 Strength 3600 psi @ 28 Days
28 Day Test Data
Page: i
Test Plant
No. Date No.
I 08~04~93
2 08/04/93
3 08/04/93
4 08/04/93
5 08/04/93
6 08/04/93
7 08/06/93
8 08/06/93
9 08/06/93
10 08/06/93
11 08/09/93
12 08/10/93
13 08/10/93
14 08/10/93
15 08/11/93
16 08/11/93
17 08/11/93
18 08/13/93
19 08/16/93
20 08/16/93
21 08/16/93
22 08/16/93
23 08/16/93
24 08/16/93
25 08/17/93
26 08/18/93
27 08/18/93
28 08/lg/93
29 08/19/93
30 08/20/93
31
31
31
31
31
31
31
18
18
18
31
18
18
18
18
18
18
18
18
18
18
18
18
18
31
18
18
18
18
31
Temperature Placement
Amb Con Slump
Percent ....... 28 Day ....... Cum
of Air PSI i PSI 2 PSI Avg Avg
N/A 92 4.5 4.1 4900 4990 4945 4945
N/A 95 5.0 N/A 4240 4400 4320 4633
N/A 95 5.0 N/A 4240 4500 4370 4545
N/A 95 5.0 N/A 4630 4470 4550 4546
80 92 4.0 4.5 4780 4920 4850 4607
84 92 4.5 5.0 4780 4600 4690 4621
82 88 5.0 4.0 4990 4880 4935 4666
77 88 5.2 4.6 4880 4040 4460 4640
81 89 5.0 4.4 4610 4650 4630 4639
80 89 5.0 4.5 4680 4980 4830 4658
N/A 92 4.7 5.0 4630 4590 4610 4654
83 91 6.0 4.3 4660 4570 4615 4650
82 92 5.5 5.0 4820 4990 4905 4670
82 92 5.5 N/A 4690 4700 4695 4672
81 91 5.D 4.4 4130 4150 4140 4636
81 90 5.0 4.3 4040 3810 3925 4592
81 91 5.2 4.4 3890 3990 3940 4554
85 93 4.7 5.0 4350 4250 4300 4539
100 96 4.2 N/A 4670 4600 4635 4544
81 94 4.2 3.9 3930 4130 4030 4519
84 92 5.0 4.4 3570 4200 3885 4489
89 93 5.0 4.3 3ggo 3900 3945 4464
86 93 5.0 4.2 4170 4250 4210 4453
81 93 4.5 4.1 3880 3940 3910 4430
N/A 98 5.0 3.4 5020 4970 4995 4453
81 92 5.0 4.4 4840 4720 4780 4465
82 93 5.0 4.3 4800 4750 4775 4477
81 gO 5.0 4.4 4570 4500 4535 4479
82 go 4.7 4.3 4430 4520 4475 4479
N/A 96 5.0 4.8 4550 4480 4515 4480
Moving
Avg of 3
4945
4633
4545
4413
4590
4697
4825
4695
4675
4640
4690
4685
4710
4738
4580
4253
4002
4055
4292
4322
4183
3953
4013
4022
4372
4562
4850
4697
4595
4508
Range
90
160
260
160
140
180
110
840
40
300
40
90
170
10
20
230
100
100
7O
2O0
630
go
8O
6O
5O
120
5O
7O
90
7O
*** Averages *** 83 92 4.9 4.4
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS
Mix NO. H8273
Strength 3600 psi @ 28 Days
Paragraph 5.5 of ACI 318-89 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' + 1.34(SD)
cr c
: 3600 + 1.34(00348)
: 4066
cr
f' + 2.33(SD) - 500
C
3600 + 2.33(00348) - 500
3911
SUMMARY OF STATISTICAL ANALYSIS
28 Day Test Data
Number of Tests .......................... 30
Maximum Value ............................ 4995 psi
Minimum Value ............................ 3885 psi
Range .................................... 1110 psi
Average Strength ......................... 4480 psi
Standard Deviation ....................... 348 psi
Required Average Strength to satisfy
minimum probability conditions of
ACI 318-89 Section 5.3.2.1 ............... 4066 psi
Design excess beyond code requirements.. 414 psi
r
TEXAS INDUSTRIES, INC.
CEMENT D/V/SION, 245 Ward Road Midlothian, Texas 76065
SPECIFICATIONS
Portland Cement
Typel
A.S.T.M. C150-92
A.A.S.H.T.O. M 8.5-911
Bin Number
Car Number
Tons
Daze of Sampling July 1993 Monthly Average
ISPECIFICATIONS I TEST
: ASTM I AASHTO RESULTS
'CHEMICAL REQUIREMENTS
Magnesia Oxi0e, Maximum Percent 6.0 6.0 0.9
SO3 (C3A less than 8%), Maximum Percent ' ' 3.6
r
Loss on Ignition, Maximum Percent 3.0 3.0 2.1
Insoluble residue, Maximum Percent 0.75 0.75 0.15
· . . PHYSICAL REQUIREMENTS : .. :
Specific surface, Minimum (M*2/KI~) 160 160
Wagner , Maximum (M*2/K~) -: 220 194
Specific surface, Minimum (M~2/K~) 280 280
Blaine Maximum (M*2/Kg) .... 400 362
Gillmore, Initial Set, Minimum (Minutes) 60 60 177
Gillmore, Final Set, Maximum (Minutes) 600 600 299
Vicar, IMinimum (Minutes) 45 45
Initial Set IMaximum (Minutes) 375 375 115
Air Content, Volume Maximum Percent 12 12 4
Autoclave Expansion, Maximum Percent 0.80 0.80 --0.01
3 Day Minimum Compressive Strength, PSi 1800 1800 3475
7 Day Minimum Compressive Strength, PSI 2800 2800 4470
STATE OF TEXAS ELLIS COUNTY
J.R. Owens , being duly sworn deposes and says; that he is Chief Chemist of
Texas Industries, Inc., Cement Division, who prepared the above report of tests Ind
that the same is true and correct. . .
Su d and swom to before me this 13th day of August, 1993.
blic ' [~""
· 'Se~ ASTM C150 Table
September 24, 1993
Construction Products Division
W.R. Grace & Co.- Conn.
P.O. Box 2585
Houston, TX 77252
(713) 223-8353
Mr. Dana Link
TXI
7610 Stemmons Freeway
Dallas, TX 7524.7
Gentlemen:
This is to certify that Daratard-17, a water reducing, set
retarding admixture, supplied by the Construction Products
Division, W.R. Grace & Co., is formulated to meet the
requirements of 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 foregoing is in addition to and not in substitution for our
standard conditions of sale as printed on the reverse side
hereof.
Tom C. Henson
District Manager
Concrete Admixtures
Authorized Signature
TCH/mb
'Sworn and subscribed to before me the undersigned,
this 24th day of September, 1993 A.D.
DOLLY J. WAOHEL j~
Nola,'y Public° 8~,e oi Texas~
ey Commission ~pires ~
_._
We hope the informbfion given here will be helpful. I! is hosed on our besf knowledge, ond we believe it ta be I~uo and occurote. Please rood all statements,
recommendotion$ or suggestions herein in conjunction with our coqditions of I-,lo which ot:~ly ta oil gooc~ supplied by us. We a~ume no rl, q3onsibilily fo~ the ue~
of these statements, recommendofions, or suggestions, nor do we intend them os o recommendotion fro' ony use which would infringe ony potent o~ copyrighl.
March 17, 1993
Construction Products Division
P, O. Box 2585
Houston. ~ 77252
(713) 223-8353
Mr. Dana Link
TXI
10610 Spangler Road"
Dallas, TX 77252
Gentlemen=
This is to certify that WRDA with Hycol, e water reducing admixture
supplied by the Construction Products Division, W.R. Grace & Co., is
formulated to meet the requirements of Specifications for Chemical
Admixtures for Concrete, ASTM Designation C-494 as a Type A Admixture
and the Standard Specifications of the Texas Highway Department.
No chlorides or halogens are added to WRDA with Hycol 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 foregoing is in addition to and not in substitution for our standard
conditions of sale as printed on the reverse side hereof.
Very truly yours,
Tom C. Henson
District Manager
Concrete Admixtures
Authorized Signature
TCH/mb
Sworn and subscribed to before me the undersigned,
this 17th day of March, 1993 A.D.
Notary
We hope the informofion given here will be helpful. It is based on our best knowla~dge, and we believe it to be I~ue mild occurote. Pleosa read oll stotemen~,
recommendations or suggestions herein in conjunction with our conditions of sale which opply to all goods supplied by us. We oslume no respomdbilily for the u~
of these stotements, recomm®ndotions, or suggestions, nor do we intend the,n os a recommendation fm any use which would infringe any patent oc cop~'ight.
September 24, 1993
C~onstruction Products Division
W.R. Grace & Co.- Conn.
P.O. Box 2585
Houston, TX 77252
(713) 223-8353
Mr. Dana Link
TXI
7610 Stemmons Freeway
Dallas, TX 75247
Gentlemen:
This is to certify that DAREX II AEA, an air entraining
admixture, supplied and manufactured by the Construction Products
Division, W.R. Grace & Co.-Conn., complies with Standard
Specification for Air Entraining Admixtures for Concrete, ASTM
C260 (AASHTO M154).
Darex II AEA 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.
Tom C. Henson
District Manager
Concrete Admixtures
Authorized Signature
TCH/mb
Sworn and subscribed to before me the undersigned,
this 24th day of September, 1993 A.D.
We hope the info, motion given here will be helpful. It is bc~ed on our best knowledge, and we believe il to be true ond ~curo~. Pl~se r~
recomme~lions or su~stiom ~rein in conju~tion with our co~itlom ~ ~le ~ich ~ly to all ~ su~lM ~ ~.
of these stole~n~, recomme~lions, or su~estio~, nor ~ we inte~ t~,~ ~ o recom~tion f~ any ~ which wou~ infri~e ony ~tenl m c~ighl.
Date: 09/24/93 #ALL Tests
Size ~: 57
Project: ***** ALL,JOBS *****
TEXAS INDUSTRIES, INC.
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Production Facility: BRIDGEPORT
Grading Designation: ASTM C-33 1" - #4
Sample Location:
Sieve Cumulative Cumulative Cumulative Required Specification
Size Wt. Retained % Retained % Passing % Retained % Passin~
1.5"
I
1.0'' I 1.66 98.34 0 - 5 95 - 10C
I
3/4" 16.81 83.19
1/2" 55.28 44.72 40 - 75 25 -
I
3/8" 78.91 21.09
#4 97.20 2.80 90 - 100 0 -
#B 98.78 1.22 95 - 100 0 - 5
~10
#16
#3O
#40
~50
1oo
#200 99.13 0.87
Pan Wt. I
Decant .89%
Sampled By:
Tested By:
100% of 139 tests: Size 57 Plant: BRIDGEPORT Job: ***** ALL JOBS ** ~
TEXAS INDUSTRIES, INC.
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Date: 09/17/93 #ALL Tests
Production Facility: FERRIS
Size #: 8
Grading Designation: ASTM C-33 3/8" - #8
Project: ***** ALL JOBS *****
Sample Location:
Sieve i Cumulative
Size Wt. Retained
2.0"
1.5"
3/4"
Required Specification
% Retained1% Passing
I
Cumulative
% Retained
Cumulative
% Passing
1/2"
3/8" 1.62 98.38 0 - 15 85 - IOn
#4 76.94 23.06 70 - 90 10 - 30
#8 98.45 1.55 go - 100 0 - 10
99.55 I 0.45
#10
95 - 100[
#16 99.12 0.88 0 - 5
#30 j
#40
#50
#100
#200 99.89 0.11
3.74 Fineness Modulus
Pan Wt.
Decant .51%
Sampled By:
Tested By:
100% of 26 tests: Size 8 Plant: FERRIS Job: ***** ALL JOBS ** ~
TEXAS INDUSTRIES, INC.
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Date: 09/17/93 fALL Tests
Production Facility: RED RIVER'SAND
Size #: 33
Grading Designation: ASTM C-33 FINE AGG.
project: ***** ALL OOBS *****
Sample Location:
Sieve
Size
2.0'
Cumulative
Wt. Reta?ned
Cumulative
% Retained
% Passing % Retained % Passinq
1.0'
3/4'
1/2'
3/8'
//4 2.31 97.69 0 - 5 95 - 100
#8 16.15
#10
83.85 0 - 20 80 100
#16 27.16 72.84 15 - 50 50 - 85
#30 42.68 57.32 40 - 75 25 - 60
#4O
#50 72.99
27.01 70 - gO 10 - 30
#100 96.66 3.34 90 - 98 2 - 10
#200 99.05 0.95
Pan Wt. 2.58 Fineness Modulus
M.C. 4.1%
S.E. 92.73
Sampled By:
Tested By:
100% of 3 tests: Size 33 Plant: RED RIVER SAND Job: ***** ALL JOBS ** ~