HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTo� Zr V 1 B k SCANNED
A1L_ aAvi BY
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND 8it IQCGPtJMC.
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: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 30, 2018 KSM JOB # : 181479-1d/MH/ct
PERMIT # 18020624
CONTRACTOR St. Lucie Structures
RECEIVED
JOB LOCATION 18506 Tranquility Base Lane MAY 0 7 2018
Aero Acres
Port St Lucie, Florida Permitting Department
St. Lucie County
ITEM TESTED Compacted Foundation Fill for the Airplane Hangar Pad
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" -12" 53 113.6 115.9 98.0
2. N.E. If50 110.1 95.0
3. Center If54 114.1 98.4
4. S.W. 52 112.0 96.6
5. S.E. 51 111.6 96.3
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
10.0 Percent w 117.0 I I I I I
E I I I I I I
I
Optimum Moisture: G 116.0
11.0 Percent H I I I I I
T I I I I I I
Max. Dry Density: P 115.0
115.9 P.C.F. I I I I I I
C 114.0
Test Locations The j I I I I I
Density & Penetrometer F
Readings Indicate the 113.0 •T-
Degree of Compaction Meets D I I I
Minimum Required for R I I I I I
�1o1 . 112.0—..—..,—..—..,—..—.,—..—.,—..— —..—.,
Stak�plWNUM t16Q.41, Y 8 g 10 11 12 13 14
*mom �e Ali1 to Natural Grade.
pm Moisture - IN, of Dry Weight
4 • �
r
Jul • ' E. ; g,
§jd E OF ; W
CI gPl:'Adcom
Ucie County Building Department
�oers�e��s�
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
05/01/2018 14:28 7725996469 KSM ENGINEERING PAGE 01/01
KELLER, SCHLEICHER & Mac'WILLIAM ENGINEERING AND TESTING,aI INC.
MARTIN (772) 337-7765 PC3. I30X $-1377, SEBA$TIAN, FL 3297$-1377 MELBOURNE (321) 768-MS
PALM BEACH (561) 845-7445 www.ksmengineering.net SL i_UCii< (772) 229-9093
FAX (561) 845-3876 - E-Mail: KSM@KSMENGINEERiNG.NET FAX (772) 589-6469
C.A.; 5693 SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED : April 30, 2018 KSM JOB # : 181479"1dIMHlct
PERMIT # 18020624 RECEIVER
CONTRACTOR St. Lucie Structures MAY - 01 7018
JOB LOCATION : 18506 Tranquility Base Lane Permitting Department
Aero Acres st. Lucie County
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill for the Air lane Hangar Pad
TEST LOCATION
DEPTH I * PEN
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
OF SAMPLE
READ
0" 12" 53
113.6
115.9
„
98.0
95.0
1.
N.W.
2.
N.E.
50
110.1
98.4
3.
Center
54
114.1
96.6
4.
S.W.
52
112.0
96.3
5.
S.E.
S1
111.E
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
W
117.0 1 I I I 1 F
10.0 Percent
E
G._..L.._
_
Optimum Moisture'
11.0 Percent
T
j j I I I I
Max. Dry Density:
P
115.0 j—
j I I 1 I I
115.9 P.C.F.
C
114.0-.._..I_..
@ Test Locations The
F
Density & Penetrometer
113.0 �-- j—• j— j— �_I_.._.
Readings indicate the
Degree of Compaction Meets
Minimum Required for
R
112.0 -i-- �_ �_ i _ . I _ . R `
14
Staked undation
�Q�i
Y
8 9 10 11 12 13
t� t
e�§%rTaken to Natural Grade.
�:i ens en Li y �ipr ed;
Moisture - % of Dry Weight
v
P silent
QNAL1
com
County Building Department
G. K6ien P.E.::37293 / ` 1 LiC. NO.: 860 / Jufie E. Keller, P.E.: 6,9366