HomeMy WebLinkAboutSoil Compaction ReportK S M
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 C.A.: 5693 P.E.: 37293 S.I.: 860 MELBOURNE (321) 768-8488
FAX (561) 845-8876 ST. LUCIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED July 19, 2005 SOB # : 506412-1 d/JL/clm
PERMIT # 0506-0135
AO Himes
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CONTRACTOR Eastside Builders �� M
JOB LOCATION 5347 Montego Circle C�1
Lot 359,, Ocean Resort �S "N
Fort Pierce, Florida '
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ITEM TESTED Compacted Foundation Fill - Retes
Nk
TEST LOCATION DEPTH *-PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. South Footing 0" - 1i2" 170 101A 104.•1 97.1 .
2. North Footing 175 101.6 97.6
3. East Footing 175 101.8 97.8
4. West Footing 160 100:2 96.3
5. East Section " . 165 100.6 �D '96.6• .
Soil Description.
Brown and Gray Fine Sand 106.0 1 1 1 1 1 1
w I I I I I I
In Place Moisture: 105.0-I---- I-- -I---- I---1-----F-----
12.9 Percent I I I I I I I
Optimum Moisture: T-
12.9 Percent I I I I
P I I I I I I
103.0 -------------,----,- ---- -
Max. Dry Density: c I I I I I
104.1 P.C.F. I I I_ I I_ I
F 102.0 -- -- --- ----• --- -- - --
@ Test Locations The I I I I I I
Density & Penetrometer D I I I I I I
Readings Indicate the R I I I I I I
Degree of Compaction Meets Y I I I I I I
Minimu Required for Unstaked 100.04r---------;---------;----T- --�
Foun ion 10 11 12 13 14 15 16
*Pe adings • kbM ral Grade. Moisture - % of Dry Weight
Re p. S .
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o I G:-Ke er, Q
a :s388- 75,
D v r Copy TO: - cie uInt Building Department