HomeMy WebLinkAboutCompaction Test • RECEIVED 04 24 2020•52AM
/ i
04/24/2020 12:18 7725896469 KSM ENGINEERING PAGE 01/01
Headquarters IL AN ENGINEERING PO Box Mailing
11345 U.S.Highway 1 � &V 78-1377
Sebastian, FL. 3295$ Z%�li�l/A AND TESTING IS Phone;772-689-0712
Orlando
723 Progress Way SOIL COMPACTION REPORT C.A.#5593
Sanford,FL. 32771 p,,TM D 1557 and ARM D 69313 ICSMengineering.net
DATE TESTED: April 23,202Q ICBM JOR#; 201890-1pd/CH/jo
CONTRACTOR: Crystal Pools PERMIT#: 1910-0144
JOB LOCATION: 3100 North A1A NUC# 417
Fort Pierce,Florida Nuc Model: 3500
P.0# The Sands Nuc Serial#: 3417
ITEM TESTED Pool sackfill Compaction
TEST LOCATION DEPTH PEN DRY MAX DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 Northeast 0'-1' 40 106.8 108.4" 98.5%
2 1'-2' 45 - 95.0%+
3 2'-3' 45 95.0%+
4 3'-4' 50 95.0%*
5 Southwest 0'-1' 40 107.0 108.4 98.7%
g 1'-2' 45 95.0°Yo+
7 2'-3' 45 - 95.0%+
8 3'-4' S0 - 95.0%+
9 Northwest 0'-1' 45 107.2 108.4 98.9%
10 1'-2' 45 - " 95.0%+
11, 2'-3' 50 - " 95.0%+
12 3'-4' 50 - 95.0%+
Soil Description:
Light Brown Sand with VV 110.0 " 1 I I I
some Shelf E I I l I I I
in Place Moisture: 109.0 • —•1_.._.f.�. --I._.._I. --..�..—..-
-8.8% H I I I I I
Proctor optimum Moisture: T D
12-0ryo R108.0 •f••.. ,.i_.. _j._ _�. ._.,�.._..
Proctor Max.Dry Density:P.C.F. P Y
108.4 C 107.0 .�..—
@ Test Locations the Density&
Penetrometer reading indicate the . F
I j j I
Degree of'Compaction Meets 10a.0
M'`i�Qlurtl IIl44�N I ( I 1 I I
ill 105.0 -4-.�...,
4'` r 9 10. 11 12 13 14 15
r
A39 Moisture-%of Dry Weight
0 : 1Lu
^,D ;• .Opj_ Disclaimer: Contractor is responsible to maintain
the pool backflll in the condition that K5M
'l.� •-�?a - �' completed the indicated passed compaction test.
. Ni'►� �� ` KSIWI is not responsible if the poolbackfill has been
y�� �Bi�ei�ng aitered'from the approved inspected condition.
PE 0 81439 4/24/2020
Email to: St Lucie Building Department; Fax to:770-5961
Proudly Serving Florida since 2990
RECEIVED 04/24/2020 1:52AM
04/24/2020 12:18 7725896469 KSM ENGINEERING PAGE 01/01
Headquarters • ,r ENGINEERING PO Box 7 Mailing
11345 U.S.Highway 1 8-137777
Sebastian, FL. 32958 Kam,,r7 AVL AND TESTING Phobne;772-589-0712
Orlando
723 Progress Way SOIL COMPACTION REPORT G.A.#5693
Sanford,FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: April 23,2020 KSM JOB#: 201890-1pd/CH/jo
CONTRACTOR: Crystal Pools PERMIT If: 1910-0144
JOB LOCATION: 3100 North A1A NUC# 417
Fort Pierce,Florida Nuc Model: 3500
P.O# The Sands Nuc Serial#: 3417
ITEM TESTED Pool Backflll Compaction
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 Northeast 0'-1' 40 106.8 108.4 98.5%
2 1'-2' 45 - 95.0`36+
3 2'-3' 45 - 95.0%+
4 3'-4' 50 - 95.O%+
5 Southwest 0'-1' 40 107.0 108.4 90%
6 1'-2' 45 95.0%+
7 2'-3' 45 - 95.0%+
8 3'-4' 50 - 95.0%+
9 Northwest 0'-17 45 107.2 108.4 98.9%
10 V-2' 45 - 95.O%+
11' 2'-3' 50 - 95.0%+
12 31-4' S0 - 95.0%+
Soil Description:
Light Brown Sand with W 110 0 ' I 1 I I I
some Shelf E
In Place Moisture: G 109.0 —•1—.._.i._-. --i.—..JI. —..�......
8.89'o y l t I I
Proctor Optimum Moisture: T D
1Z.OS� R108.0 j-- .... .i_.. —j•— —� —..�.._.. .
Proctor Max.Dry Density:P.C.F. P Y
108.4 C 107.0 .._.�— — l-•.._I.—.._j.. .�..—.._
Q Test Locations the Density&
Penetrometer reading indicate the F
Degree of'Compaction Meets
M`�p�untl Milgyi}n i j I i I I
If
r 9 10 11 12 13 14 15
NO. et} 9 R
Moisture-%of Dry Weight
LU
D Qp Disclaimer: Contractor is responsible to maintain
- the pool backflll In the condition that KSM
000••� �' completed the indicated passed compaction test.
KSM is not responsible If the poolbackfill has been
V. fii, giNreE 9 altered from the approved inspected condition.
PEir81439 4/24/2020
Email to: St Lucie Building Department; Fax to:770-5961
Proudly Serving Florida since 1990