HomeMy WebLinkAboutCT 82-14; TEMPLIN HEIGHTS; FIELD DENSITY TESTS; 1984-08-15 (2)LT
______ - •CT L-11t(03)
SOIL AND MATERIAL TESTING LABORATORY
OF NORTH COUNTY. INC. -
15 August 1984 423 HALE AVE. - EScONDIDO. CALIF. 92025
ESCONDIDO - 746-2333
McMillin DevelopmentCompany
2727 Hoover Avenue
National City, California 92050
Attention: Mr Ed Elliot
RE:Job No. 83-58
Tern hts Un
arlsbad Tract No. 74-14(A)
and Off site Access for
Carlsbad Tract 82-12
Carlsbad, California
Dear Mr. Elliot:
At the request of Mr. Robert Olimon, we have performed field
density tests in the subgrade and base in the above referenced
project. The field density tests were done in accordance with
ASTM 0-1556, the sand cone method.
The results of our observations field density and laboratory
tests indicated compacted subgrade and base has been placed at not
less than 90% and 95% of. the maximum dry density., respectively.
The laboratory compaction tests used to determine the maximum
dry density and optimum. moisture content of the above tests were
performed in accordance withASTM 0-1557-70, method C. .
A summary of the test results is presented on the following pages.
Respectfully submitted,
SOIL AND MATERIAL TESTING S S S
LABORATORY OF NORTH COUNT.Y, INC.
E. BRIAN SMITH, RCE 13,817
EBS:svh S.
SOIL AND MATERIAL TESTING LABORATORY
OF NORTH COUNTY.-INC.
-2-
83-58
SUBCRADE
FIELD DENSITY TEST RESULTS
Date- Test Re- Location 'Ht.-of Field Field Max. Rlatjtje of ...No. test. of Test Fill Moisture Density Dry Compéction Test of Tested Content (pcf) Density (%) Test (feet) (%). (pcf) 1984 No.
8-01 1 ' Victoria Avenue S.C. 3.8 110.1 120.5 91.4' STA •8+50
South Side .,
2 VictOria Avenue S.C. 12.8 109.1 117.0 . 93.2 STA 10+50 . .
North Side
3 Victoria Avenue S.C. 6.4 110.0 120.5 91.8 STA 12+90 :' . . .
South Side
4 Kingston Street S.C. 7.8 1.09.4 117.0 93.5 STA 2+00
West Side
Kingston Street S.C. 5.3 110.2 ' 120.5 91.5' STA 4+60. : I
Center
6. King s ton Street S.C. 4.2 112.3 120.5 93.3 STA 7+00
West Side "
8-02 7 ' Kingston Street S.C. 6.9 110.9 ' 120.5 92.1 STA 9+50
Center .
8 ' ' Elm Avenue S.C. 11.1 ' 108.8 117.0 ' 93.0 STA 43+00
West Side
9 Elm Avenue S.C. 99 . 108.5 " 117.0 92.8
ST 45+50
East Side
10 : ' ' Elm Avenue , , S.C. 7.8 " 112.7 '120.5 93.7
' STA 48+00 ' ' • ' ' I . ' ' ' West Side
11 ' Elm Avenue ' S.C. ' 8.7 ' 1129 120.5 93.4
STA 51+50 • , ' • ' " ' ', ' ' ' East Side
S.C.' = Subgrade
'SOIL AND MATERIAL' TESTING LABORATORY
• OF NORTH COUNTY. INC. , ' ' '
• -3-
• SUBCRDE
83-58
• FIELD DENSITY TEST RE$U(.TI
Date Test Re— Location Depth Field Field Maximum Relative of No. test of Test Below Moisture Density Dry Compactic Test of Lot No. Ex.Cr. Content (pc?) Density () Test Tested (%). (pc?). - 1984 No. (feet)
8-02 12 • • Elm P.ienue S.C. 10.5 113.6 120.5 94.3 STA 53+00 • • West Side
•
83-58 BASE
0
FIELD DENSITY TEST RESULTS
Date- Test Re- Location lit. of Field Field Max. Relative of No. test of Test Fill Moisture Density Dry Compaction Test of Tested Content (pcf) Density (%) Test (feet) (%) ': "
' (pcf) 1984 ' No.
8-03 1 Victoria' Avenue F.G. 5.8 132.6 133.6 , 99.2 '. ' STA 8+50
North, Side
.
2 Victoria Avenue. F.G. '9.9 121.9 133.6 91.3 • . ' STA 11+50 . . • ' South Side
3' . Kingston' Street F.G.- 5.8 131.7 133.6 98.6 STA 2+00
East Side .
'
. 4 Kingston Street ' F.C. 6.2 130.4 ' 133.6 97.6 ST'A 4+50
West Side
5 Kingston Street F.C. , 6.6 128.5 133.6 '96.2 STA 7+00
Center
6 , Kingston Street F'.C. 5.6 129.0 ' :133.6 96.6 STA 9+50
East Side . ' •
7 2 ' , Victoria Avenue' ' F.G. 6.8 128.1 133.6 95.,9 'STA 11+50 . •
South Side
8-06 8 ' Elm Avenue E.G. 5.8 139.6 141.0 99.0
' STA 44+50 . ' ' ' • West Side , ' •
9 • Elm Avenue E.G. '6.0 ' 139.6 141.0 99.0 STA 47+00 • ' '
East Side
• • •
10 Elm Avenue
, E.G. ' 6.1 139.6 141.0 99.0 STA 49+50 ' ' ' ' Center ,
•
• 11 , ' Elm Avenue E.G. 7.0 139.1 141.0 98.7
• STA 52+00 ' • '' ' North Side
E.G. = Finish Grade , ' •
SOIL AND MATERIAL TESTING LABORATORY
'
OF NORTH COUNTY. INC.
-5- '
83-58
BASE
FIELD DENSITY TEST RESULT3
Date Test Re- Location 'Depth Field Field Maximum 'Relative or , No. 'test of Test ' Below Moisture. Density 'Dry Compactia Test : :°' Lot No. ' (x.Gr. Content (pcf) Density (%') Test ' ' Tested , (%) ' (pcf) 1984 No.
' (feet)
8-6 12 Elm P1venue F C 6 4 138.1 141 0 - 98.5 STA 54+00
South Side
F.C. Finish Grade
SOIL AND.MATERIAL TESTING LABORATORY ' •:'
'
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