HomeMy WebLinkAboutKSM REPORTS/lo O/- 0/3 we OIL
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 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED February 11, 2016 KSM JOB # : 160351 -1 d/MH/aj
PERMIT # 16010138
CONTRACTOR D & M Concrete SCANNtL,
BY
JOB LOCATION 6107 Spring Garden PlaSt. Lucie Counti FILECOry
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH 'PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. W - 12" 50 103.1 106.8 96.5
2. N.W. 49 102.3 95.8
3. Center 50 103.4 96.8
4. S.E. 49 102.1 95.6
5. N.E. 50 103.0 96.4
•Soil Description:
Light Gray Sand
W 108.0 I I I I I
In Place Moisture: E I I I I I I
13.9 Percent I I I I I I I
G 107.01-1.—..I ..—.I—..—..—..—.i—.._.j.—..—.
Optimum Moisture: H I I I I I
12.0 Percent T I
106.0 ..—. �_.._.I ..—.�—..—. —..— �....—.
'- p I I I I
Max. Dry Density: I I I I I I
108A106.8
r, C105.0
I I I I
@ Test Locations The F I I I I I
Density & Penetrometer j
104.0ReadingslndicateDDegree of C, ,aR
MiniY 103.0for I .•.—_•.•.IIIj—_....—_..J;II —_..-.-- .IIIj---.-.--•.IIIF--•.•.--..IIIj
-.--•.•.—_•, 9 10 11 12 13 14 15
*Pen. Rs di snee
ag&tdral Made.
Re �s y u m _� Moisture - % of Dry Weight
Julie E. ` -I
Pre ent �r ONAL��;����
Fa ail to: 5�1'LU6ounty Building Department
Fax to: 772-468-8667
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
02/12/2016 16:17 7725696469 KSM ENGINEERING PAGE 02/02
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING ANDEs sSTII�Ni7G21se9NC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377
PALM BEACH (561) 845-7445 w .ksnnengineenng.net MELBOURNE (3211765-8488
FAX (561) 845-8876 E-Mail: KS 9)KSMENGINEERING.NEL ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTIOON REPORTT FAX (772) 589 6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
February 11, 2016
PERMIT #
CONTRACTOR
D & M Concrete
JOB LOCATION
6107 Spring Garden Place
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 160351-ld/MH/aj
SCANNED
BY
St. Luce Countv
TEST LOCATION DEPTH .PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 50
103.1 106.8
95.5
2,
N.W.
49
102.3
95.8
3.
Center
50
103.4
96.8
4.
S.E.
49
102.1
95-6
5.
N.E.
50
103.0
96.4
Soil Description-.
Light Gray Sand
In Place Moisture:
13.9 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.4105.8
l@ Test Locations The
Density & Penetrometer
for
Grade.
l
Juliew
W 108.0 1 1 1 1 1 1
E I I I I I
I I I I I I I
._.._.
H 1 I I I I I
T
I
106.0 I I .._.� .._. _;._..—.
I I I I I I
C 105.0
I_. _.1_.._.I_.._,l_.. I._.._.
�"—"I I I I
F I I I I 1
104.D—.._..I .._.a_.._.I--._.l— 1-_.._.
o I I I i I i
R 1 I I I I I
Y 103.0 �••— I— 1——.j_.._.F—..—.j._.._,
9 10 11 12 13 14 15
Fa ail to. tM Lucie County Building Department
Fax to: 772-488-8667
Ronald G. Keller, P.E.: 37293 / $I Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller P.E.: 68366