HomeMy WebLinkAboutCompaction Test eadquarters 70(0— C' Ma
111345 U.S. Highway 1 C 1 t ENGINEERI'N'G PO Box 78-113777
Sebastian, FL. 32958 �% LVL AND TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: February 24, 2020 RECEIVED KSM JOB# : 200797-2pd/SH/jo
CONTRACTOR: A&G Concrete Pools AUG 19 1010 PERMIT#: 1906-0120
JOB LOCATION: 7982 Steeplechase Court Permitting 9epartment NUC# 234
Port St Lucie, Florida St, Lucie eounty Nuc Model: MC-DR
P. O.#: Fogleman-1911255 Nuc Serial#: MD60308234
ITEM TESTED Pool Backfill Compaction
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 Northwest 0'-1' 38 107.6 108.9 98.8%
2 1'-2' 39 - It
95.0%+
3 - - - - 2-_31 - 40 - - „ - - 95.0%+
4 3'-4' 40 - 95.0%+
5 Northeast 0'-1' 37 107.3 108.9 98.5%
6 1'-2' 38 " 95.0%+
7 2'-3' 40 - 95.0%+
8 3'-4' 40 95.0%+
9 Southeast 0'-1' 38 106.9 108.9 98.2%
10 1'-2' 39 - 1195.0%+
11 2'-3' 40 - 95.0%+
12 3'-4' 41 - 95.0%+
Soil Description:
-
Brown Sand with w 110.0 I I I I I I
Some Shell E I I I I I
In Place Moisture: G 109.0 T— — .1— —•I•-••—I•—••-1••-••-4••—••-
9.6% T I I I I I
Proctor Optimum Moisture:
12.0% P 108.0 �..-..-..- -..-..-..
I I I
Proctor Max. Dry Density: P.C.F. C I I I I I
108.9 107.0 — -
@ Test Locations the Density& I I I I
Penetrometer reading indicate the 1
106.0
Degree of Compaction Meets p I- - �- -.1.-..-I. -I..
-.. -.. -.._
R
Minimum Required Y I I I I I
for Unplumbed Backfill 105.0
RgspVdt'fdHyS.tjgmfitted: 9 10 11 12 13 14 15
. �G E. 4Ole Moisture-%of Dry Weight
NT
Disclaimer: Contractor is responsible to maintain
- � the pool backfill in the condition that KSM
= "D completed the indicated passed compaction test.
u ;M?F„P:
KSM is not responsible if the poolbackfill has been
altered from the approved inspected condition.
-'• d 66'��9� o°° 2/25/2020
f P� fr�ai1;b`.l'S �uEPe County Building Department; abirmingham@angpools.com copy
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