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 7.24 cm
INITIAL DIAMETER OF SPECIMEN 7.29 cm
INITIAL WATER CONTENT 13.8 %
INITIAL DRY UNIT WEIGHT 111.3 pcf
INITIAL VOLUME 302.2 cu.cm
PERMEANT LIQUID
MAGNITUDE OF TOTAL BACK PRESSURE 60.0 psi
EFFECTIVE CONSOLIDATION STRESS 5.0 psi
RANGE OF HYDRAULIC GRADIENT USED 13.0 5.9
FINAL LENGTH OF SPECIMEN 7.24 cm
FINAL DIAMETER OF SPECIMEN 7.24 cm
FINAL WATER CONTENT 16.9 %
FINAL DRY UNIT WEIGHT 112.9 pcf
FINAL VOLUME 298.1 cu.cm
DEGREE OF SATURATION (BEFORE AND AFTER TEST)74%95%
SPECIFIC GRAVITY USED IN CALCULATIONS OF SATURATION
TIME K K
INTERVAL (cm/sec)(ft/yr)
1:45:00 2.24E-07 0.23
1:50:00 2.76E-07 0.29
1:40:00 3.78E-07 0.39
2:00:00 3.83E-07 0.40
Dry Density 110.7 at 13.8% Moisture
PROJECT:
LOCATION:
MATERIAL:
SAMPLE SOURCE:
DENSITY TEST:
74201125N0.****.****
1SLF-52-R
10/31/2015
CC&V SGVLF
Phase 1
Brown clayey sand with gravel
Soil Liner Fill
Bottled Water
3.15E-07
JOB NO:
WORK ORDER NO:
LAB NO:
DATE SAMPLED:
REVIEWED BY:
to
and
BR
2.670
Page 1 of 1