HomeMy WebLinkAboutSoil Compaction ReportHeadquarters1345
IP C 1 t ENGINEERING
U.S. Highway 1
PO Box 78-11377
Sebastian,3278
FL.32958
1.-J LVL AND TESTING
Sebastian, FL.
Orlando
Phone:772589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
February 3, 2021 KSM JOB #:
210917-1pd/SH/ah
CONTRACTOR:
All America Pools PERMIT #:
2011-0676
JOB LOCATION:
415 Oleander Avenue NUC#
456
Port St. Lucie, Florida Nuc Model:
MC-1 Elite
Nuc Serial #:
31456
ITEM TESTED
Pool Backfill Compaction
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE
COMPACTION
1 East
0'-1. 36 105.3 107.8
97.7%
2
V-2' 37 -
95.0%+
3
2'-3' 38
95.0%+
4
3'-4' 38 -
95.0%+
5 North
0'-1' 37 106.1 107.8
98.4%
6
V-2' 37 -
95.0%+
7
2'-3' 38
95.0%+
8
3'-4' 39 -
95.0%+
9 West
0'-1. 37 105.7 107.8
98.1%
10
V-2' 38 -
95.0%+
11
2'-3' 39
95.0%+
12
3'-4' 39
95.0%+
Soil Description:
Gray Sand
W 108.0 1 1 1 1 II
E
In Place Moisture:
9.6% G
H
Proctor Optimum Moisture: T D 107.0 — — I — — — — — —
12.0% R
Proctor Max. Dry Density: P.C.F. P Y
I I I
107.8 C
@ Test Locations the Density & 106.0 — —
Penetrometer reading indicate the F I I I
Degree of Compaction Meets
Minimum Requirement N 1E IDq
for Unplumbed Backfill ���� ` pP ...�......
?• b1 F '•.'� 105.0.._.._.I_.._.._I._.._..�.._.._..�
Respectfully Submitted:_ 40: ... 1 10 11 12 13 14
No. 81439
Moisture - % of Dry Weight
00 4:- Disclaimer: Contractor is responsible to maintain
, 0 STATE OF
the �
�,p .• F P ? pool backfill in the condition that KSM
�ORID
.91
....• `�� completed the indicated passed compaction test.
Bryan E. Dahlke, P.E. �i/f,ONAL 1E`�� KSM is not responsible if the poolbackfill has been
V.P. of Engineering altered from the approved inspected condition.
PE # 81439 2/4/2021 Digitally signed by
Email to: St. Lucie County Building Department ; poolsatoz@aol.com "°`.. Bryan E Dahlke
Proudly Serving Florida since 1990 Date:2021.02.04
14:37:18-05'00'