HomeMy WebLinkAboutSoil Density ReportA.JF" ENGINEERING & TESTING INC.
FARLEY & ASSOCIATES
P.O. BOX 120S9
LAKE PARK, FL 33403
Date:
FEBRUARY 2, 1999 PHASE#035
Job#:
P99-0290 CDS#1958
Permit#:
Tro (08'60�6
Client:
MERCEDES HOMES
Contractor: MERCEDES HOMES
Job Location: AQUA RA DRIVE
LOT 6, BLOCK 1, RIVER WATCH S/D
MARTIN COUNTY, FLORIDA
Gentlemen:
Based on the results of field and lab testing performed this date by AJF
ENGINEERING & TESTING INC., at the above referenced site, this letter shall
serve as certification that the fill has been compacted to at least 95%. Maximun
density modified proctor at test location meeting local building code requirements.
If you have any questions concerning the above, please feel free to contact our
office.
Respectfully,
P.E.40111
MAR
2 5 1999
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7i` I 1 -" DEVELOPMENT
Z S T L :'+fit%N TY, FL
LVI MNG EST.iNG INC.
(561) 845- 445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE
(561) 564,0940 INDIAN RIVER (561) 845-8876 FAX
. AJF ENG I
RING & TESTING INC.
FEBRUARY 2, 1999
FARLEY & ASSOCIATES
P.O. BOX 12059
LAKE PARK, FL 33403
PHASE#035
MERCEDES HOMES CDS # 1958
1640 BILTMORE STREET
PORT ST. LUCIE, FLORIDA 34984
Reference: Compaction Test -Slab Foundation For
Aqua Ra Drive
Lot 6, Block 1, River Watch S/D
Martin County, Florida
Permit# 98-010186
Job# P99-0290
Gentlemen:
Based of our field investigation at the above reference project, we are pleased to make the
following conclusion:
The soils at the above referenced site will yield a bearing capacity of at least 2,000 pounds per
square foot.
If you have any questions, or if we can be of further assistance, please call this office.
Respectfully,
F VV 2-2--I9
P. rN(GJ'3'1rrER]NG.&JrEST1NG,
INC.
(561) 84V7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE
(561) 564,0940 INDIAN RIVER (561) 845.8876 FAX
AJF ENGINEERING & "TEST"ING INC!
FARLEY & ASSOCIATES
P.O. BOX 120S9
LAKE PARK, FL 33403
SOIL DENSITY REPORT MODIFND
PROCTOR TEST ASTM D 2922
Date:
FEBRUARY 2,1999 PHASE#035
Job #:
P99-0290 CDS#1958
Permit #:
98-010186
Client:
MERCEDES HOMES
Contractor:
MERCEDES HOMES
Job Location:
AQUA RA DRIVE
LOT 6, BLOCK 1, RIVER WATCH S/D
MARTIN COUNTY, FLORIDA
Test
Test Sample
Depth
Pen. In Place
Moisture Density
% Com-
No.
Location
Res. Dry Density
Relationship
pacted
Test No. Maximum
Dry
Density
Density - Foundation Fill
Below Slab
Grade
1
NW Corner
0-1'
102.2
1 104.7
97.6%
2
Center
0-1'
101.9
1 9497.3%
3
SE Comer
0-1'
102.6
1 cr98.0%
(561) 84Y7445 WEST PALM BEACH (561) 337.7755 MARTIN-ST. LUCIE
(561) 564-0940 INDIAN RIVER (561) 845-8876 FAX
AJF ENGINEERING & TESTING INC.
FARLEY & ASSOCIATES
P.O. BOX 12059
LAKE PARK, FL 33403
SOIL DENSITY REPORT
MOISTURE DENSITY RELATIONSHIP
T-180
Sample Optimum Max. Dry Soil Test
Location Moisture Density Description No.
A
Composite 13.5 104.7 Light Brown
Fine Sand
+----------- ---------- ---------- ---------- --------+
105+---------+---------+---------+---------+---------+
104 +----------------+---------+----------------+
+ + + + + +
103+---------+---------+---------+---------+---------+
102+---------+---------+---------+---------+---------+
+---------+---------+---------+---------+---------+
12 13 14 15
Moisture % Dry Weight
PHONE: (561) 845.7445 WEST PALM BEACH (561) 337.7755 MARTIN-ST. LUCIE
(561) 564-0940 INDIAN RIVER (561) 845-8876 FAX