HomeMy WebLinkAboutInspection Docs (2) KELLER, SCHLEICHER 83, FAac'WILLIAM ENG�NEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BO)( 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH(561)845-7445 wvvw.l(smongirieei-ing.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSfO@KSM ENGINEER I NG.NET ST. LUCIE(772)229-9093
5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 2, 2018 KSM JOB# : 180739-1 d/MH/ct
PERMIT# 1708-0614
CONTRACTOR Southern Standard Builders
JOB LOCATION 7437 Gullotti Place
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 011 - 12" 56 116.4 118.9 97.9
2. N.E. It 55 115.7 Is 97.3
3. Center 50 114.0 It 95.9
4.' S.W. 58 118.7 99.8
5. S.E. 54 116.5 98.0
Soil Description:
Brown Sand with 120.0
W
Shell Fragments E
In Place Moisture:
7.4 Percent G 119.0
H
Optimum Moisture: T
11.6 Percent P
118.0 +
Max. Dry Density:
118.9 P.C.F.
F
@ Test Locations The .......
Density& Penetrometer D
Readings Indicate the R
Degree of Compaction Meets y
MinimqrnR, ,qquired 116.0 - -------
fqp-SV�k,ed alion 9 10 11 12 13 14
n to Natural Grade.
keg, Uff ti d Moisture-%of Dry Weight
H6 E. Keller,
I fgt*O�o�die@bellsouth.net
'11110''*Aucie County Building Department
r408i-io:at%vI1NonaId G.Keller, RE.:37293/31 Lic. No.: 860 Julie E. Keller, RE.:68366