HomeMy WebLinkAboutSoil Compaction Report05/03/2016 12:13 77258gr4F-9 KSM ENGINEERIN7,--, PAGE 01/01
IV 01 ff
SUGPAVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78_1377 SEBASTIAN FL 32978-1'377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmangineering.net MELBOURNE (321) 768-8486
Gi (5693 845-8876 E- /►ail_ KSMOKSMENGINEERING.NET S7 LUCIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED ; May 2, 2016
PERMIT # 1503-0374
CONTRACTOR : Brego Construction
JOB LOCATION River Point at the Sands
Lot 44, Wildcat Cove Drive
Fort Pierce, Florida
KSM JOB # : 161135-1 d/MHfjt
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" 12" 59
109.3
113.6
96,2
2
S.E.
60
110.1
96.9
3.
Center
60
110.2
97.0
4.
N.W.
it 59
109.8
"
96.7
5.
S.W.
59
109.6
96.5
Soil Description:
Brawn Sand
In Place Moisture;
10.9 Percent
Optimum Moisture:
11-0 Percent
Max. Dry Density:
113.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Email to;
Ide.
_.,ding Department
pbregotrrg7ry?1pr2Qr97293 / 91 Lic, Na. 860
/ Julie I~. Keller, P.E.: 68366
RECEIVED MAY 0 2016
&%:IJivA ;y
KELLER, SCHLE-ICHE.R & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7756 P0,. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445.:. www.ksmengineering.ne# MELBOURNE (321')'768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET' ST. LUCIE (772) 229-9693
C.A.: 5693 'FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 11557 and ASTM D 2922
DATE TESTED
PERMIT # .
CONTRACTOR
JOB LOCATION
May 2, 2016
1603-0374
Brego Construction
River Point at.the Sands
Lot 44, Wildcat Cove Drive
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # - 161135-1 d/MH/jt
RECEI'.-D MAY 1.7 2016
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 59
109.3 113.6 _
96.2
2
. S. E.
60
110.1 of96.9
3.
Center
60
110.2
97.0
4.
N.W.
59
109.8
96.7
5.
S.W.
59
109.6 If96.5
Soil Description:
Brown Sand
In Place. Moisture:
10:9 Percent
Optimum Moisture:.
1.1.0 Percent
Max: Dry Density:
113'.6 P.G.F.
@ Test Locations The
Density & Penetrometer
.to
115.0 1
E
G114.0 T—.— i............—..i—..—
H I I I I I I
T I I I I I I
113.0—
P
{ I _
112.0 F II..
.
111.0.—
D
R
8 9 10 .11 12 13 14. 15
al Grade.
Moisture - % of Dry Weight
Julie • 4i,,. -
�r �
Pr IdCI'Itb FMAI9YP����
Fa Mail to St..Lucie. County Building. Department
Email t6:' :pbrego&aotagrC9eelier; F?E -S293 / SI Lic. No.: 860 / 'Julie E. Keller, P.E.: 68366