2012-02-28_REVISION - M1980244 ‎(69)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 2/28/2012
• Doc Name: VOL 5, Appendix B: Part 2
• From: CC&V
• To: DRMS
• Type & Sequence: AM10
• Email Name: TC1
• Media Type: D
• Archive: No

PARTICLE -SIZE ANALYSIS OF SOILS
ASTM C 117, C 136, D 421, D 422, D 1140, D 2216, D 2217
GOLDER ASSOCIATES INC.
LAKEWOOD, COLORADO
CC &V/TECHNICAL SUPPORT /CO
993 -2075
SAMPLE A #:
DEPTH (ft):
-2 INCH ORE
POST PERC
MOISTURE CONTENT (As tested) #200 WASH (Percent Fines)
Tare
Weight Wet Soil & Tare, g
Weight Dry Soil & Tare, g
Weight Tare, g
Weight Water, g
Weight Dry Soil, g
Moisture. %
F27
Tare
Weight Soil & Tare Before Wash, g
Weight Soil & Tare After Wash. g
Weight Tare. g
Weight Fines Lost. g
Weight Dry Soil, g
Fines Lost. %
-
312.11
-
310.58
-
33.41
-
1.53
-
277.17
31,672.79
0.55%
-
SIEVE
Wt. Ret. % Ret. % Pass. SIEVE
6.000"
Coarse Gravel 3.000"
2.000"
1.500"
1.000"
Fine Gravel 0.750"
0.375"
Coarse Sand #4
Medium Sand #10
#20
Fine Sand #40
#60
#100
#200
Fines PAN
0.00
0.00% 100.00% 6.000"
0.00
0.00% 100.00% 3 000" Coarse Gravel
0.00
0.00% 100.00% 2.000"
6,163.30
19.46% 80.54% 1.500"
12.259.90
38.71% 61.29% 1.000"
16,380.10
51.72% 48.28% 0.750" Fine Gravel
22.834.20
72.09% 27.91% 0.375"
26.688.60
84.26% 15.74% 44 Coarse Sand
28,866.68
91.14% 8.86% #10 Medium Sand
29.986.32
94.68% 5.32% #20
30,508.77
96.32% 3.68% #40 Fine Sand
30,780.65
97.18% 2.82% #60
30,963.51
97.76% 2.24% #100
31.141.91
98.32% 1.68% #200
:1.672.79
0.00% 100.00% PAN Fines
% C GRVL:
% F GRVL:
% C SAND:
% M SAND:
% F SAND:
% FINES:
% TOTAL:
51.7%
We Color:
Fine to coarse GRAVEL
with some fine to coarse
sand, trace clay (GW)
32.5%
84.3% Description:
6.9%
5.2%
LL:
NA
2.0%
14.1% PL:
NA
DATE:
TECH:
REVIEW:
24 Feb - 00
1.7%
Pl:
NA
TM
100.0%
Gs:
-
MK
PARTICLE -SIZE ANALYSIS OF SOILS
ASTM C 117, C 136, D 421, D 422, D 1140, D 2216, D 2217
GOLDER ASSOCIATES INC.
LAKEWOOD, COLORADO