HomeMy WebLinkAbout8-56; LINMAR VILLAGE; STABILITY TEST OF SOILS; 1959-06-11• L YYflcVY DRESSELHAUS ENGINEERS, Consulting Civil Engineers
.528 SOUTH HILLSTREET U OCEANSIDE, CALIFORNIA .8 SARATOGA 2-2126
June 11, 1959
E.J. Hale Company .
P.O. Box 305 . .Imar Village Subdivision
Holtville,, California Carlsbad, California
Sibdivision Street
STABILITY. TEST. OP SOILS
LABORATORY COMPACTION TEST - A.A.S.H.O. Modified
TRIAL N00 . . Moisture Density
1 . . 4% . l08.5
2 9 125.8
3 . . 11% . 125.6
4 . 15% . 115.0
Qptimum Density 126,0 #
Optimum Moisture iC$
REPORT OF. FIEL DENSITY TESTS
Top 6" (base course) was tested, June 109 1959.
LOCATION FIELD MOISTURE DRY. DENSITY., OPTIMUM DENSITY % COMPACTION
Northerly end of . 5.1 121.5 126,0 96.5
subdivision
street, ..
Middle of subdivision 4.4 126.8 . 126,0 100,5
street.
Southerly end of 5945 134.5 126.0 106.5
subdivision . .
street, .
Respectfully submitted, .
.
. ,.
DRESSELHAUS ENGINEERS
DONALD F** DRESSELHAUS
D :pmf
KAMPTNER AND HOLLY
SURVEYORS
529 ELM AVENUE • PARKWAY 9-1695
CARLSBAD, CALIFORNIA
July 22, 1959
City Engineer
City of Carlsbad
2960 Pio Pico Drive
Carlsbad, California
Dear Sir:
I certify that all monuments have been set in Linmar Village
Subdivision, Map No. 1.i-129 in the City of Carlsbad, County of Sari
Diego, according to themonumentation certificate on said map, with
the. following exception:
Set four chiseled marks on manhole rim at the intersection of the
center line of Linmar Lane and the-.center -line of Tamarack Avenue,
Very truly yours,
Kamptner and Holly
ustav J. ptner /
GJK/mh .
.
V.,,