RC-20-1737 DENSITY TEST(zC-qz
FIELD DENSITY TEST OF COMPACTED SOILS
ASTNI D-6938-08a
PROJECT: REAR ADDITION AT:
261 NE 102 ST
MIAMI SHORES. FL
Date: March 4. 2021
GEOTEC No. D-210304-001
MOISTURE DENSITY RELATIONSHIP (MODIFIED PROCTOR) ASTM D-1557-07
GAUGE SERIAL
SOIL DESCRIPTION
MAX. DRY
OPTIMUM
No.
DENSITY
MOIST. '/.
62691
LIMEROCK WITH LINIESAND
130.2
8.84
REQUIRED COMPACTION (%) 95% 1 TEST DEPTH PENETRATION (INCHES) 12
ORGANIC %
N/A
MATERIAL ON SITE
BACKFiLL
SUB -BASE
BASE
B. PAD
I LBR VALUE
LIFT
I TOP
I EXC.
IMPORT
I SOURCE
-ARBONATH %
DENSITN' TEST RESULTS
TEST
No
LOCATIONS
FIELD DRY
DENSITY
FIELD(%)
MOIST.
FIELD (%)
COMP.
RESULTS
I
RIGHT AREA OF REAR ADDITION SLAB
124.2
4.2
95.4
PASS
2
CENTER AREA OF REAR ADDITION SLAB
127.7
6.3
98.1
PASS
3
LEFT AREA OF REAR ADDITION SLAB
126.2
5.8
96.9
PASS
4
CENTER AREA OF LATERAL TERRACE SLAB
125.4
7.1
96.3
PASS
Sieve Elie: 3" 2,/," 2" 1,/," 1" % ,/i" 3/8" #4
% Paolns
Sieve Size: #10 #20 #40 #60 #80 0140 #200 WASHED
r% Passing — DRY
MOISTURE I DENSITY CURVE
IJL uu
13000
128.00
126.00
} 124.00
v, 122.00
Z
0 120.00
}
0: 118.00
116.00
114,00
112L0.--.--
6.67 % 8 84% 9 09% 11 63%
MOISTURE CONTENT %
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