HomeMy WebLinkAboutCompaction Test .y
5%.CRAVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED May 2, 2017 KSM JOB# : 171322-1 d/MH/cc
PERMIT# 1704-0124
CONTRACTOR Black Street Enterprises
JOB LOCATION 2311 N. 44th Street
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Re-Test
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50 108.9 112.9 96.5
2. N.W. If
50 109.9 97.3
3 ,-Center 50 107.6 95.3
4 S.E. 50 109.1 96.6
5 . N.E._ 50 108.3 95.9
Soil Description:
Brown Sand with Shell Fragments 114.0 1 I I I I I I
W
E I I I I I I
In Place Moisture: I I I I I I I
11.9 Percent G 113.0 — _.. .._.:_.._.._.. .._.i._.._
H
Optimum Moisture: T
11.4 Percent P 112.0
Max. Dry Density: C
112.9P.C.F. 111.0
F
..__....__I
@ Test Locations The
I E _.. .._.�_.._�.. _.�._.._
Density & Penetrometer 110.0 _.....
D i"—�' I l ! I I
Readings Indicate the R •
Degree of Compaction Meets Y ! ! I I I I
Minimum Required 109.0 1— 4 — �- —
for Un It,ked IFIgyp dation 8 9 10 11 12 13 14 15
* Pr_ n to Natural Grade.
` j •' ' Moisture-% of Dry Weight
N
"fir idATE rQ ; RECEIVED APR' 0 9-2017
d PSt** ca"'e' County Building Department
61' blackstreetenterprises.com
// bN 11111 AL Id G. Keller, RE.:37293/SI Lic. No.: 860 / Julie E. Keller, RE.:68366
11 _ --