HomeMy WebLinkAboutDensity of Soil In Place•
r1�� �_ . 'CNGINEERING AND s. a 1G, INC.
590 N.W. MERCANTILE PLACE
PORT ST. LUCIE, FLORIDA 34986
OFFICE: (77;) 924-3575 FAX: (772) 924-3580 �j� 9A'p
DENSITY OF SOIL IN PLACE
Client: Richard K. Davis r
P. O. Box 186
Fort Pierce, Florida 34954 is
Contractor: Client
Site: Freedom Plastic, 3206 Enterprise Road
Fort Pierce, St Lucie County, Florida"A
Silo Pad
Report Date:
April 6, 07
Project No.:
961
Lab No.:
14
Technician:
R. Ankrom
Page No.:
1 of 1
Permit
Field Test Results
Proctor,
F—Compact o
Eleva-
Max
Test
Date
Location
tion
Dry
Pass/
Dry
Probe
In
Min
No.
Tested
(ft)
THCP�2.0
Density
Depth
Density
Place
Req'd
Fail
(c
(in)
I (cfl
%
(%
1
4/10/07
Southwest Comer
0-1
55
111.7
104.2
12
106.0
1 98.3
1 95
P
2
Northeast Comer
0-1
55
10.2
103.8
12
106.0
97.9
95
P
3
Center Area
0-1
55
9.3 1
104.6
1 12
106.0
98.7
95
P
Remarks:
• Elevations are below bottom of slab.
• Field density tests were performed in general compliance with ASTM D2922, Density of Soil in Place by Nuclear Methods.
• Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the
relative density of the subsurface soils.
• Laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557.
f
Distribution: Reviewed by:
Client - 3 A. M. NGINEE�RING AND T'ES T LNG, INC.
`-
Paul C. Martin, P.E.
PCM/sc Florida Registration No. 6505 1
R UM DatalRichard K. Davis Construction Corp.- Various-961IFreedom Plastic, 3206 Enterprises Rd, Ft Piercell4 - Silo Pad