 |
No. 61 Washed Sand - High 200's
[Quality] |
NUMBER OF TESTS PERFORMED:13
DATE OF LAST TEST: 06/23/08
| Gradation |
| SIEVES (mm) |
MNDot Spec
Limits |
MNDot Spec
Median |
NUQQ Running Avg. |
Sample Standard
Deviation about Running Avg. |
Weights
Retained on
Indiv. Sieves |
Cumulative Weights
Retained on
Indiv. Sieves |
0.375"
(9.5) |
N/A |
N/A |
100.0% |
0.0% |
0.0% |
0.0% |
#4
(4.75) |
N/A |
N/A |
100.0% |
0.0% |
0.0% |
0.0% |
#8
(2.38) |
N/A |
N/A |
75.2% |
9.7% |
24.8% |
24.8% |
#16
(1.19) |
N/A |
N/A |
61.6% |
12.5% |
13.6% |
38.4% |
#30
(0.59) |
N/A |
N/A |
47.3% |
9.3% |
14.3% |
52.7% |
#50
(0.3) |
N/A |
N/A |
30.0% |
5.5% |
17.3% |
70.0% |
#100
(0.149) |
N/A |
N/A |
14.2% |
3.8% |
5.8% |
85.8% |
#200
(0.075) |
N/A |
N/A |
5.9% |
2.0% |
8.3% |
94.1% |
| PAN |
- |
- |
- |
- |
12.0% |
100.0% |
| Values
indicate the percent by weight passing square opening sieves - unless otherwise noted. DISCLAIMER: The gradation and mechanical test
results included in this report are for information only. New Ulm Quartzite Quarries, Inc.
makes no representation or warranties either expressed or implied with respect to the use
of this information. New Ulm Quartzite Quarries, Inc. assumes no liability to anyone for
special, collateral, exemplary, indirect, incidental, consequential, or any other kind of
damage resulting from the use or application of this information. Customers and other
users of our products should exercise their independent judgment when using these products
for the purposes they intend. |
| General Quality |
| Quality
Parameters |
NUQQ Running Avg. |
MNDot Spec Limits |
Note |
Specific Gravity, (A.S.T.M. C127-88): |
2.603 |
N/A |
Relative Weight |
| Fineness Modulus, (A.S.T.M. C136): |
2.72 |
N/A |
- |
| Coefficient of Uniformity: |
5.69 |
N/A |
D60/D10 |
| Uncompacted Voids (A.S.T.M. C1252, Method A): |
46.6% |
N/A |
FAA (Method A) |
| Quartzite
aggregates contain no shale, iron oxide, slate, unsound chert or clay balls. "BIN 8" sand is 100% crushed or "manufactured"
sand, however, 'BIN 8' is not washed. |
|
