HomeMy WebLinkAbout68-6; LAGUNA RIVIERA NO. 2; FIELD DENSITY TESTS; 1969-05-01f. - 0 • . ?- (p
SOIL AND. MATERIAL TESTING LABORATORY
OF NORTH COUNTY, INC.
May 1 , 1969 423 HALE AVE. - ESCONDIDO, CALIF. 92025
ESCONDIDO - 746-2333
Kamar Construction Co., Inc.
325 Elm
Carlsbad, California
La5uiit HIVIePiq
obrcIVIS)Or' tsJO'.•
Re: Job No. 69-80
Laguna Riviera'L.
Countyof San Diego
Gentlemen:
In accordance with your request we have performed six (6)
field density tests in the road base material on the reference
site in Carlsbad,'California.
The test locations and elevations were designated by mr.
Ted Westree of the City of Carlsbad.
0
0
The laboratory compaction test used in calculating the field
density tests was previously determined.
The, field density locations and results are shown. on the
following page.
Respectfully su bmittLed,
SOIL AND MATERIAL TESTING
LABORATORY OF NORTH COUNTY, INC.
E. Brian Smith RCE 139 817 •
EBS:jw 0
Distribution: Addressee 3
City of Carlsbad %Eg . Dept. 2
RECEIVED
MAY 5 1969
• CITY OF CARLSBAD
Engineering Dep&tmeflt
ED
FIELD DENSITY TEST RESULTS
Date Test Location Ht. of Field Field Max. Relative
1969 No. Fill moisture Dry Dry. Compaction
. . Tested Content Density Density •
Feet . lb/cu.ft. lb/cu.ft.
4-18 1 Street, Opp- F.G. . • :• .
Lot 60 Base 9.0 1.29.7 . 131.3 ;,/98..7
2 Street opp. F.G. •
. / Lot 51 • Base 7.9 124.1 . 131.3 /7 94.5
3 Street, opp. F.C. Lot 40 Base 5.3 125.6 .131.3 . 95.6
4. Street, opp. F.G. • . S . •• •
Lot 39 . . Base 5.8 123.0 131.3 93.6
5 Street, Opp. F.G.. S • S
Lot 71 • Base 8.2 125.4 . 131.3 . 95.5
6 Side Street F.G. . •
A djacent ,to &...Base .
53
•
9 125.2 . 131.3 95.4
West of Lot 70 . S S S • •
Results were reported via phone to the City Engineers office,. Carlsbad.
2J :$
PREMIXED CONCRETE t :, COMPANY INCORPORATED",
702 WEST WASHINGTON STREET P.O. BOX 64 • SAN DIEGO 12 • CALIFORNIA • TELEPHONE 298-8824
Carlsbad Plant
Batch Weights for One Cubic Yard ..
. 5% Moisture
Mix Design Strength 1½" - 1". Sand Cement Water Admix
...........920 . 1088 1350 423 ,(25 gal. Pozz. 68-1-10 2000
68-1-11 2000 . - 1790 1533 423 4,26 gal Pozz.
68-2 -. 2000 - 1727 1601 - ' 423 Lf-,L26 gal Pozz.
68-1-13 2000 .886 1048 . 1295 470 £C) 30 gal -
68-1-14 2000 - 1732 .1483 ••. 470 30 gal -
- . 68-1-22 2500 875 1035 .1279 5175( 30 gal -
68-1-23 2500 . - 1724 1474 517 30 gal -
68-1-25 3000 900 1065 1315 ., 489,~.2-- 26 gal Pozz..
'68-1-26 3000 - . - 1742 1488 508 27 gal Pozz.
68-1-31 3000 .878
-
1040 1286 - 554,,i 27 gal
68-1-32 3000 . -. - 1698 1452 . 5641,,O 29 gal
3/8" . .• . ,. .
68-1-36 Pump Mix - - . .- - - 699 - 2157 611 Z, C T 38 gal Pozz, -.
'.-
@5 PLANT,LOCATIONS: MISSION VALLEY PLANT... OTAY PLANT • SANTEE PLA'NT • CARROLL CANYON PLANT