HomeMy WebLinkAboutReport of Density of Soil In PlacePRASER ENGINEERING AND TESL
3a04 INDUSTRIAL 33rd STREET FORT PIERCE,
Report
Of
DENSITY OF SOIL IN PLACE
ASTM D2922.
Client -Richard K. Davis Construction Corp..
Contractor Client
Site Aerex Industries - Phase 2
Footings
FORT PIERCE: (581) 461.7508
VERO BEACH: (a81) a87.8167
NCi• STUART: (a81) 283.7711
Wl JUN 2 4 199 o
COM I DEV LOPMENT
ST. LUCIE COUNTY FL �_ � p
Date June 22, 1998 J�
Permit #99040024
Test
No.
Location
Elevation
In Place
Dry Density
Moisture Density
Relationship .
Percent
Compaction
Test No.
Max Dry
Density
386
West Footing, South End.
0 - 1'
111.5
377
113.1
98.6
387
West Footing, Center
0 - 1'
111.6
98.7
388
West Footing, North End
0.- 11.
112.3
99.3
389
Center Footing, South End
0 - 1'
112.0
99.0
390
Center Footing, Center
0 - 1'
111.7
98.8
392
Center Footing, North End
0 - 1'
111.2
98.3
All elevationz
below footing
grad
.
Copies Client '- 2
Client (FAX 46.5-7665) -.1
St. Lucie Co. Bldg. Dept. - 1
Respectfully submltte6'
• n;pti It _ _.
FRASER.ENGINEER 8 .TITST I QG C.
ALEXANDER H. FRAS R, P.E., FL Reg. No%'!1'6178
FORT PIERCE: (561) 481-7508 '
', A VERO BEACH: (561) 567-6167
ERASER ENGINEERING ANh TESTING, INC. STUART: (561) 283-7711
3504 INDUSTRIAL 33rd STREET FORT PIERCE, FLORIDA 34946
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
Client Richard K. Davis Construction Corp. Date July 6, 1998
Contractor Client
Site Aerex 'Industries - Phase ' 2 Permit 419804.0024
East Footing
Test
No.
Location
Elevation
In Place
Dry Density
Moisture Density
Relationship
Percent
Compaction
Test No.
Max Dry
Density .
392
North End
0 -'if
.111.6
377
113.1
98.7
.393
Center
0 - 1
112.1
99.1
,394
South End
0 - 1'
112.0
99.0
All elevation
below footing
grad
.
Copies Client 2
Client"(FAX 465-7665) - 1
St. Lucie Co. Bldg. Dept. - 1 r
D
JUL 61998
COMMUNITY DEVELOPMENT
ST. LUCIE COUNTY FL
- -
Respectfully submitted,
FRASER ENGIN,laERIiN _�: PESTIN INC.
k)z JAAJ...
ALEXANDER H. , P.E., FL Reg.,No. 16178