HomeMy WebLinkAbout3166; PALOMAR AIRPORT RD; R-VALUE REPORT; 1992-07-304ee Z2_6 7?Lp /o '
1 6y-MV ENGINEERING, INC.
/ iV Jj7j / 2450 Vineyard Avenue. p102 -OC I li/il N/I / Escondido, California 92025-1330 3, / 619/743-1214 Fax: 739-0343
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.3DB NUMBER 1218-91 2426
10087 VIA MARMOL
ESCONDIDO
ESCONDIDO 92026
-CLIENT NAME EARTHBUSTERS INC.
DATE: 7-30-1992
743-3694
'4
JOB NAME EARTHBUSTERS / JACK ADAMS BUSINESS PARK SITE
JOE' LOCATION SAN MARCOS / VISTA
STREET NAME BUSINESS PARK & SAN MARCOS BLVD
STATIONING TB 20—D-1
SOIL SAMPLE PROVIDED BY: EARTHBUSTERS
DATE SUBMITTED TO LABORATORY: 7-28-1992
SOIL DESCRIPTION: YELLOWISH LIGHT TAN SILTY SAND
R—VALUE REPORT NUMBER: R-0041-92
R VALUE DATA
----------------------------
A B C D-
-COMPACTOR PRESSURE - P.S.I. 350 350 350
MOISTURE @ COMPACTION - PERCENT 15.9 15.1 14.6
DENSITY .- POUNDS/CUBIC FOOT 107.9 108.7 110.0
R—VALUE—STABILOMETER . 58 66 64
EXUDATION PRESSURE - F.S.I. 143 286 796
COVER THICf:::NESS BY STAB ILOMETER (FEET) .31 .32 .31
COVER THICKNESS BY EXPANSION (FEET) .3 .4 1.0
T. I. (ASSUMED) 4.5
BY STABILOMETER @ 300 PSI. EXUD. 64
BY EXPANSION PRESSURE. 65
AT EQUILIBRIUM 64
SAND EQUIVALENT 21
SAND EQUIVALENT TEST
JOB NO.
PROJECT r S4tr5
DATE
/V.A2 5' ciS'4,S5
Sample No. NO. Tested By
Sample Description
1
Test No.
SAND Readina = ,O x 100 =
1 CLAY Reading
SAND Reading = x 100 = 2 CLAY Reading
SAND Readina x 100 =
3 CLAY Reading q
Average SAND Eiivalent = 1( 0 + l
Soil Test:
Perc Tests
- Soil Investigations
Geotechrücat Investigations
TERRY DuTEMPLE z , Lab Manager
I Z5
I > LU Bus: (619) 743-121.
Fax(619)739.Q34
zAr "bilIN rT
(In Accordance With U.B.C. Standard $29.2)
JOB NO. B - DATE___________
JOB NAME
SAMPLE ' /(tD P- I 94 &'P TECHNICIAN 7%2
DESCRIPTION
,
jAot*#4'
Initial Moisture Content
Compacted Moisture Content, Near Optimum
Initial Bulk Sample Weight
Weight of Sample Passing No. 4 Sieve
E .
Compacted Weight, Ring + Soil. 577,
Weight of Ring ________
Specimen Weight, (F)-G
Compacted Wet Density I x 0.30171 //,3,,/,7
Compacted Dry Density [11(1 + B)) /&'/,
Degree of Saturation, [B/ 62.4 0.37041
I-
A.aL1IWI IJIJIJ LI(
AND MATERIALS, INC.
BOB CAHILL
RES. OFFICE
3694
10087 Via Marmol, Escondido, California 92026
SWELL DATA DATE I TIME 1 DIAL
STATIC LOAD 144 PS
FINAL READING:
INITIAL READING: ''/5
EXPANSION READING L-M - 0 (9
1YPNcTnN irx (o x 10
UNCORRECTED EXPANSION POTENTIAL
CORRECTED EXPANSION INDEX 1.000X0 X E
CORRECTED EXPANSION POTENTIAL
FINAL MOISTURE CONTENT (Submerged)
1 - W Wryh+ 4- PnrT (i2 £2
Dry Weight + Ring
Water Loss, (1-2) 1275
Weight of (Ring)
Dry Weight, (2-4)
Final Mosture, (3/5)x10)