HomeMy WebLinkAbout0-4; AVOLOMA HEIGHTS; COMPACTION TESTS; 1960-06-21I.
S
STETSON, STRAUSS & DRESS ELHAUS
I N C 0 R P"O RAT ED
CIVIL AND CONSULTING ENGINEERS
215 W. 7TH ST., LOS ANGELES 14. CALIF. - MADISON 2-2188
P. 0. Box 87 . 709 2ND ST., PORTERVILLE - SUNSET 4-6326
528 SO. HILL ST.. OCEANSIDE - SARATOGA 2-2126
PRINCIPALS:
THOMAS M. STETSON
FRED A. STRAUSS
DONALD F. DRESSELI-IAUS
MAX A. DONALDSON
0'~
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ADDRESS REPLY To
Oceanside
June. 21, 1960
Mr. Lewis Chase
3300 McKinley Street
Carlsbad, California
RE: SMc'2-1327
Compaction .Tests on
Balwin Lane and
Chinquapin Avenue,
Carlsbad, California
SUBJECT: ROAD, WATERLINE TRENCH AND SEWER LINE TRENCH
COMPACTION TESTS
Dear Mr. Ch.se:
Enclosed herewith are -the results of our tests on Balwin Lane and
Chinquapin Avenue. in-the City of Carlsbad,. California.
Basic -information is listed on -the following enclosures under
STABILITY. OF SOILS and TIN-PLACE DENSITY TESTS,
The controlled fill was placed in accordance with standard procedure
and in place fill of not less than-95% ASTM D 1557-58T standard was
achieved.
Respectfully submitted,
STETSON, STRAUSS & DRESSELHAUS,.INC.
DONALD r. ELNAUS R.C.E7604
DFD:EBS: ck
S
STETSON, STRAUSS & DRESSELHAUS, INC.
Mr. Lewis Chase
3300 McKinley Street
Carlsbad, California
June 21,. 1960
RE.: SMc2-1327
Compaction Tests on
Baiwin Lane and
Chinquapin Avenue,
Carlsbad, California
.STABILITY OF SOILS
SAMPLE NO. 1 .- Red Sançly Soil
SAMPLE NO. 2 - Grey D.G.
LABORATORY COMPACTION TEST A.S.T.M. D-1557-58T
SAMPLE NO.. 1 SAMPLE NO. 2
% Density . % Density
TRIAL NO. . Moisture• Lb. /Cu. Ft. Moisture Lb. /Cu. Ft.
1 4.3 122.53 4.6 .125.04
2 7.8 131.63 6.8 128.09
3 11.0 129.19 8.7 130.02
4 12.3 125.55 .11.7 .12A4
Optimum Density 132.6 #/cu.ft. 130.. 021/cu. ft.
Optimum Moisture 9.0% 8.7%
MECHANICAL ANALYSIS:
SAMPLE NO. 1
Sieve No. 16 Finer than shown
4 . 100.00
14 97.57
20 93,50
48 . 35.78
100 15.45
200 4.07
SAMPLE NO • 2
% Finer than shown
96.38
58.22
47.91
9.47
2.51
0.84
S S
STETSON, STRAUSS & DRESSELHAUS, INC. June 21,1960
Mr. Lewis Chase RE: SMcZ-1327
3300 McKinley Street CompactionTests on Balwin
Carlsbad, California .La4 and Chinquapin .Avenue,
Carlsbad, California
IN PLACE DENSITY TESTS
REPORT OF FIELD DENSITY TESTS
Date & . . .% - Field Lab.
Test No. Location Moisture Density Density Compaction
6-18-60
1 Sewer Trench, Baldwin Lane, 6.5 134.5 131.6 102.5
.Sta. 0 4- 51
2. Street, Baldwin Lane,.Sta. 0 466 6.0 127.0 .131.6 97.0
3 Water Trench, Baldwin Lane, 6.2 126.0 .131.6 96.0
Sta. 14-04.
4 / Wa.er'Trench, Chinquapin Avenue; 7.1 13.2.5 131.6 101.0
Sta. 0 .4-21
.5 SewerTrench, Chinquapin Avenue, 6.4 126.0 131.6 96.0
Sta. 0.4-40
6 Water Trench, Chinquapin Avenue, .6.8 136.5 .131.6 103.5
Sta. 2 4- 50. .
7 .Street, Chinquapin Avenue, 6.1 133.0 131.6 .101.5
.Sta. 2-/-70 ..
6-20-60
8 Water Trench, Baldwin Lane, , 7.4 . 128.2 131.6 97.6
Sta. 2 4-92 . .. . ..
9 Sewer Trench, Baldwin Lane . . 4.5 129.5 131.6 98.5
.Sta. 2 -/-82 . . . .
.10 Street, Baldwin Lane, Sta. 2-/-72 5.8 128.5 131..6 97.6
11 SewerTrench, Baldwin.Lane, 6.4 144.1 131.6 109.7
.Sta. .O.-/-15 . .
-1-
STETSON. STRAUSS & DRESSELHAUS, INC.
Mr. Lewis Chase
3300 McKinley Street
Carlsbad,. California
June21, 1960
RE: SMc2-1327
Compaction. Tests .on 1dwir
.Lane and Chinquapin Avenue
Carlsbad, California
IN PLACE DENSITY TESTS
REPORT OF FIELD DENSITY TESTS
bate & .% Field Lab.
Test No. ILocation 'Ioisture. Density bensity 'ompaction
6-20-60 .
12 SewerLine,. C hinquapin Avenue, 6.2 127.0 131.6 96.5
Sta.. 1 4-28 . .
13 WaterLine, Chinquapin Avenue, .6.8 130.8 131.6 99.0
Sta. 1 4-40
Respectfully submitted,
STETSON,.STRAUSS & DRESSELNAUS, INC.
1069 Laiv~u_= DO ALDF..D ESSELHAUS R.C.E.7604
DFD:EBS,: ck
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STEISON, STRAUSS c DRESSELIIAUS, IcoPOiAkl
Civil & consulting Ergineers
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STEThON, TRAUS D1LSSiL1[A[L, INCOLPO1
Civil & -onsu1ting Engineers
- - 528 South Full Street
Oceanside, California
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oFrIM1i DC3IY 1326 #/cu. ft.
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\\ OBTIMUM DE'NSI TY 130.02 #/cu ft0
0FrIMui MOisliJith 8.7
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\ LEWISCHASE, Mc 2.4327
I STETSON, S TRAUSS & DRthSELHA1b, II'WOk.PORAfD
Civil & Cnsu1ting Engineers
20 - 25 -/ 528 South Ui11 Steet -
Oceanside, California
PElt CENT 11OISTURE r
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DONALD F. DHESSELIHAUS ILC:Eo 7604