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KELLER, SCHLEICHER & MapWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, BOX 781-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineenng.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E- all: KSM@KSMENGINEERING.NET St. LUCIE (772) 229-9093
C.A.: 5693 OIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1667 and ASTM D 2922
DATE TESTED : September/13, 2018 KSM JOB # : 183175-1d/MH/cv
PERMIT # : FWD
CONTRACTOR R & E Loader Service, Inc.?,O\j
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JOB LOCATION 5507 Birch Drive
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the House Pad
TEST LOCATION * PEN DRY MAX. DRY PERCENT
OF SAMPLE DErTH READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50 109.4 113.5 96.4
2. N.W. 1652 112.6 It
99.2
3. Center Is51 111.3 it 98.1
4. S.E. if50 108.6 It95.7
5. N.E. if50 110.3 97.2
Soil Description:
Brown Sand W 115.0
with Shell E I I I I I
In Place Moisture: I
6.3 Percent G 114.0
H I I I I I
Optimum Moisture: T I
11.0 Percent P 113.0\-4
._ ..
Max. Dry Density: C
113.5P.C.F. 112.0_III II jIII_
F
..—...
@ Test Locations Tre I I I I
Density & Penetroml eter D 111.0
Readings Indicate the R I I I I I
Degree of Compaction Meets Y I I I I I
Minir>t{�iliibt� it 110.0
fo,#f' �jon 8 9 10 11 12 13 14
vA
Natural Grade.
juju yub Moisture - 6/6of Dry Weight
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Ronald G.. Keller, P.E.: 37293-/ SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366