REP42467

• Permit No: M1988112
• IBM Index Class Name: Report
• Doc Date: 10/18/1993
• Doc Name: APPENDIX D.1 RAISE EMBANKMENT FILL MATERIAL TYPE I
• Media Type: D
• Archive: No

GRAIN SIZE DISTRIBUTION TEST DATA Test No.: 15
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Date: OCTOBER 15, 1993
Project No.: 14725
Project: SAN LUIS/BMG
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Sample Data
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Location of Sample: ~,C-11(12-18")L479.0
Sample Description: POORLY GRADED GRAVEL WITH SILT AND SAND
USCS Class: GP-GM Liquid limit:
AASHTO Class: Plasticity index:
-------------------------------------Notes
Remarks:
Fig. No.:

1
1

Mechanical Analysis Data
Initial
Dry sample and tare= 695.90
Tare = 130.10
Dry sample weight = 565.80
Sample split on number 4 siev e
Split sample da ta:
Sample and tare 286.7 Tare 130.1
Cumulative we ight retained tare= 130.1
Tare for cumulative weight retained= 130.1
Sieve Cumul. Wt. Percent
retained finer
2 inches 130.10 100.0
1.5 inches 261.00 76.9
0.75 inches 267.50 75.7
0.375 inches 357.10 59.9
# 4 395.70 53.1
# a laa.ao a8.1
# 16 156.40 44.1
# 30 168.00 40.2
# 50 186.80 33.8
# 100 221.80 22.0
# 200 252.70 11.5
Fractional
$ + 3 in. = 0.0 $ GRAVEL 46.9 $
$ FINES 11.6
D85= 43.15 D60= 9.550 D50= 2.985
D30= 0.2317 D15= 0.09441
Sample weight = 156.6
Components
SAND = 41.5