HomeMy WebLinkAbout2-15; VALLEY MANOR; SOILS COMPACTION TESTS; 1962-06-21•• ••
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STETSON-, STRAUSS & DRESSELHAUS INC June 21, 1962
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Kan-iar Construction Company Re SMC 24638
Valley Manor Subdivision
Carlsbad, California
STABILITY OF SOILS
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Sample No 1 - Grey D C,
Sample No 2 - Brown Clayey Sand
Sample No 3 - Red Snd
LABORATORY COMPACTION TEST A S T M D-1 557-8T
SAMPLE NO 1 SAMPLE NO Z .5.
._5 .
SAMPLE NO 3
Density % Density % Density'
Trial # Moisture Lb /Cu Ft 4 Moisture Lb /Cu Et Moisture Lb /Cu Ft
1 32 13043 43 11965 28 11731
2 58 1382 75 12416 46 12505
3 S. 7 133 85 104 127 44 8 4 129 24
4 10.21 129 58 12 6 121 75 12.'3 A24-62
Optimum Density 137 8Lb /Cu Ft 127 5Lb /Cu Ft. 130 6 L /Cu Ft
Optimum Moisture 7 0% 10 0% 9 5%
MECHANICAL ANALYSIS
SAMPLE NO 1 SAMPLE NO 2 SAMPLE NO 3
Sieve # % 'iner than shown % Finer than shown -_,% Finer than shown
I 4 98 34 , 98 91 100 00
14 65 5 97 82 100 00
20 9 5 65 98 53
48 29.'88 '- 28 26 28'11
100 15.77 13 04 .10.66,
200 r 5 81 5 43 1.4.0"
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I • STETSON, STRAUSS & DRESSELHAUS INC.June 21, 1962
Kainar Construction Company Re SMC 2-1638
Valley Manor Subdivision
Carlsbad, California
REPORT OF FIELD DENSITY TESTS
Date , Field Lab
Test 1 Depth Location Moisture Density Density Compaction
6-20-62
1 '9" Cul-de-sac, Andrea 4'5 131 2 137 8 9S 4
.Avenue
2 9' Sewer line Sta 6 plus 4 Q 132 1 137 8 96 0
66 Andrea Avenue
3 18" Sewer lire St 6 plus,',_3 --:2 117 9 127.5-192 5
66 Andrea Avenue
4 9' Sewer line Sta 4 plus 8 8 118.'8 127 5 93 2
20 Andrea Avenue
5 9" Water line Sta.,2 plus 3 6 1,38.9 ' 127.5 - 109 0
85 Andrea Avenue-_,_
6 9" Sewer line Sta. 1 plus. 4 7 132 1 .27 5 103.7
26 Andrea Avenue
7 9" Water line Sta. 1 plus 8.8 127 0 130 6 97,1 4 '
40 Althea Avenue
8 9" Sewer line Sta 1 plus 7 6 135.-0 130.6- 103 1.
ao Althea Avenue
r 9 9" Street over stom drain 3 0 126 2 127 5 99 0
Valle y$treet
10 9" Street; sta 7 15 3 7 129 8 127 5 101 8
Valley Street
11 9" Sewer line Sta.- 9 plus 3.7 133 8 127 S 105 0
20,i/alley Street
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Respectfully submitted,
STETSON, STRAUSS & DRESSELIHAUS INC
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