HomeMy WebLinkAboutCompaction TestI Headquarters no " Aamkm0 e Mailing
11345 U.S. Highway 1 1L ff ENGINEER G PO Box 78-1377
Orlando Sebastian, FL. 32958IL �,�, AND TEST1WG Ph net'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: March 23, 2020 KSM JOB# : 201381-1pd/MH/jo
CONTRACTOR: Louden Bonded Pools PERMIT#: 2001-0034
JOB LOCATION: 3171 Morning Dew Lane NUC# 630
Fort Pierce, Florida Nuc Model: MC71OR-P
P.O.# Edwards Landing#9600 Nuc Serial#: 30630
ITEM TESTED Pool Backfill Compaction
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE 'COMPACTION
1 Northeast 0'-1' 50 115.6 116.1 99.6%
50
3 2'-3' 50 - 95-.09/.+
4 3'-4' 50 - 95.0%+
5 Southeast 0'-1' 50 113.5 116.1 97.8%
6 1'-2' 50 95.0%+
7 2'-3' 50 - .95.0%+
8 3'-4' 50 1195.0%+
9 North End 0'-1' 50 11.2.9. 116.1 97.2%
10 1'-2' 50 1195.0%+
11 2'-3' 50 - " 95.0%.+
12 3'-4' S0 - " 95.0%+
Soil Description:
0 -
Brown Clayed Sand with W 118. I I I I I I
ShelliFragments I I I I I I
In Place Moisture: G 117.0 T— — J— — I•—••—I —••-1••—••-J••—••-
3.0%- T I I I I I
Proctor Optimum Moisture: I I f I
11.0% p 116.0 1-..._..—.._....— _..—.._
I I I I I
Proctor Max. Dry Density: P.C.F. C I I I
116.1 115.0 —•1_. �._..—�._.._�.. .._.._
@ Test Locations the Density& F I
Penetrometer reading indicate the
D 114.0
Degree of Compaction Meets R I I I I I
Minimum Required Y I I I I I
for Plumbed Backfill 113.0. �-- — ;— — — — — •,
'jibilIP0,10 8 9 10 11 12 13 14
'R,@s t illy i�8ed:
Moisture-% of Dry Weight
ti eoo �� °�C!,.E���."^•off= ° .
4 �
Disclaimer: Contractor is responsible to maintain
the pool backfill in the condition that KSM
T ° 4 completed the indicated passed compaction test.
CI `id e Ite , •� oo KSM is not responsible if the poolbackfill has been
r. °,. � 00� altered from the approved inspected condition.
3/24/2020
Ema(h(y,St. ie,Building Department; Fax to: 465-1063
Proudly Serving Florida since 1990'