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ERASER ENGINEERING AND TESTING, INC.
35C4 ;NDUSTRIAL 33rd STREET ' PORT PIERCE* FLORIDA ' 34946
VE RC 3EACH (561) 567-6167 FORT P ERCE (561) 461-75W STUART (561) 283.7711 FT. PIERCE I-600-233-9011
Report
of SCANNED
DENSITY OF SOIL IN PLACE BY
ASTM D2922 St. Lucie Countv
CLIENT: B & D Gradin_ Date: 8/30/99
CONTRACTOR: Kolter piti#YZ49aE051—
SITE: Castle Pines (Pod 20A Reserve)
Foundation Fill
DENSITYI
TEST
DATE
MOISTURE -DENSITY
RELATIONSI-DP
IN PLACE
DRY.
1
PERCENT
TEST
h1A\.
.O.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTIU4
1565
8/30/99
N.E. Comer
0 - 1'
1565
109.4
108.2
1 98.9
I - 2'
108.6
I 99.3
N. Side. Cenrer
0 - I'
106.4
i 97 1
I - 2'
107.7
i 98.4 1
N.W..Comer
0- 1'
106.6
97.-1
l - 2`
107.9
i 98.6
S.E. Come;
0 - 1'
108.0
I 98.7
1 - 2'
I
108.5
1 99.2
S.W. Comer
0- 1'
106.1
97.5
1 - 2'
107.3
98.1
ALL
ELEVATIONS BELOW SLAB GRADE)
I
1
I
1
1
Cop1eE: Client - 1
SLC Bids. Dept. - I
C�IE0MFEE
D
SEP 2 3 1999
Y i ,:�...'.1t.7otkS
Respectfully submitted; �.,,,
FRASER ENGiN ,RING AND.TESTING. INC.
Alexander H. FrAer, P.E. Fla. Re8. No. 1617E
,TECHI!ICALE%3PE-'I'.O F-.'.DailWI n.•: FSTlrAT.CNS :3•.CRE?E. SOIL. A::O=S=H.LT TESTIaG
FRASER %NGINEERING'AND TESTING, INC.
3504 INDUSTRIAL 33RErSTREET FORT PIERCE. FLORIDA 14n46
.ERI)al 1'0' 111n7.61hl FORT PIERCE(5611461-7598 STUART'-61)283-7711 FT PIERCE I-8W233.9011
Report
of
MOISTURE DENSITY RELATIONSHIP
ASTM D-1557
CLIENT: B & D Grading I DATE: 8/30/99
CONTRACTOR: Kolter
SITE: Castle Pines (Pod 20A Reserve) Bldg. 72
Foundation Fill
P.C.F.
Dry \{'cighl
9 11 13 15
Moisture
% of Dry Weight
Test
No.
Test
Method
Sample Location
Optimum
Moisture %
%tax., Dry
Density,- P.C.F.
Soil
Description
1561
B
Composite
I l.3
109.4
Brown, slight!} Silty, fine sand
Respectfully submitted,
v, t,
FRASER ENGINEERING AND TESTING, INC.
Alesandei H. Fraser. P.E.. Florida Rea. No. 16173
Z--_'.G IEE _ .DC'.C<p�.".. E_--.-::i LGHCRETE. iCIL >':D ASPHALT TESTING