HomeMy WebLinkAboutCompaction reportHeadquarters1345 U.S. Highway 1 tl C 1 t ENGINEERING PO Box 78-113777
Orlando Sebastian, FL.32958 Sebastian, FL. 3297
1 %174VL AND TESTING Phone: 772 589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KS Meng ineering.net
DATE TESTED: September 4, 2020 KSM JOB #: 204317-1pd/CH/jo
CONTRACTOR: A & G Pools PERMIT #: 2006-0322
JOB LOCATION: 3426 Southern Pine Drive NUC # 417
Fort Pierce, Florida Nuc Model: 3500
P.O. #: 2006147/Hoyt Nuc Serial #: 3417
ITEM TESTED Pool Backfill Compaction
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 Southeast 0'-1' 40 106.2 108.1 98.2%
2 1'-2' 45 - 95.0%+
3 2'-3' 47 95.0%+
4 3'-4' 50 - 95.0%+
5 Northwest 0'-1' 43 106.6 108.1 98.6%
6 V-2' 45 95.0%+
7 2'-3' 50 95.0%+
8 3'4 50 95.0%+
9 Northeast 0'-1' 40 105.9 108.1 98.0%
10 V-2' 45 - 95.0%+
11 2'-3' 45 95.0%+
12 3'-4' 47 - 95.0% +
Soil Description:
Brown Sand W 109.0
E I I I I I
In Place Moisture: I I I I I I
6.8% H 108.0 4—..—.j—..—.�.—. —I. ..—�..—..—T..—.._
Proctor Optimum Moisture: T D I I I
12.0% R I I I I I
Proctor Max. Dry Density: P.C.F. P Y107.0
108.1 C I I I I
@ Test Locations the Density & I I I I
Penetrometer reading indicate the F 106.0
Degree of Compaction Meets I I I I I
Minimum Requirement
for Unplumbed Backfill PAI
N.E•...... .,� 105.0 — i— —i——I•—••—i••—•• ••—••�
Respectfully Submitted,�y' VtGENs�c ��� :/ g 10 11 12 13 14 15
No. 81439 — Moisture - %of Dry Weight
-.p 4:_ Disclaimer: Contractor is responsible to maintain
STATE OF !(�� the pool backfill in the condition that KSM
.FCORIDP. completed the indicated passed compaction test.
Bryan E. Dahlke, P.E. 'i/"; "''•"•' KSM is not responsible if the poolbackfill has been
V.P. of Engineering ///�tNAL 0\�� altered from the approved inspected condition.
PE # 81439 9/8/2020 Digitally signed by
Email to: Port St Lucie Building Department; abirmingham@angpools.com Bryan E Dahlke
Proudly Serving Florida since 1990 Date:2020.09.08
`°°"` 13:32:05-04'00'