2016-10-21_REPORT - M1980244 ‎(24)‎

• Permit No: M1980244
• IBM Index Class Name: Report
• Doc Date: 10/21/2016
• Doc Name: SGVLF Phase I Cert Report - Laboratory Test Results
• From: CC&V
• To: DRMS
• Type & Sequence: TR87
• Email Name: TC1
• Email Name: AME
• Email Name: ERR
• Media Type: D
• Archive: No

Measurement of Hydraulic Conductivity of
Saturated Porous Material Using a
Flexible Wall Permeameter
(ASTM D5084-00)
AVERAGE PERMEABILITY cm/sec
INITIAL LENGTH OF SPECIMEN 7.30 cm
INITIAL DIAMETER OF SPECIMEN 7.29 cm
INITIAL WATER CONTENT 14.2 %
INITIAL DRY UNIT WEIGHT 115.2 pcf
INITIAL VOLUME 304.7 cu.cm
PERMEANT LIQUID
MAGNITUDE OF TOTAL BACK PRESSURE 50.0 psi
EFFECTIVE CONSOLIDATION STRESS 5.0 psi
RANGE OF HYDRAULIC GRADIENT USED 13.8 6.3
FINAL LENGTH OF SPECIMEN 7.28 cm
FINAL DIAMETER OF SPECIMEN 7.28 cm
FINAL WATER CONTENT 15.4 %
FINAL DRY UNIT WEIGHT 115.9 pcf
FINAL VOLUME 303.0 cu.cm
DEGREE OF SATURATION (BEFORE AND AFTER TEST)85%94%
SPECIFIC GRAVITY USED IN CALCULATIONS OF SATURATION
TIME K K
INTERVAL (cm/sec)(ft/yr)
2:00:00 9.59E-08 0.10
3:10:00 1.21E-07 0.13
14:00:00 8.31E-08 0.09
5:00:00 7.93E-08 0.08
Dry Density 115.9 at 13.6% Moisture
PROJECT:
LOCATION:
MATERIAL:
SAMPLE SOURCE:
DENSITY TEST:
74201125N0.****.****
1SLF-50-R
10/26/2015
CC&V SGVLF
Phase 1
Brown clayey sand with gravel
Soil Liner Fill
Bottled Water
9.48E-08
JOB NO:
WORK ORDER NO:
LAB NO:
DATE SAMPLED:
REVIEWED BY:
to
and
BR
2.670
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