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3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH, FLORIDA 33404 • (561) 881-1939
RECEIVE/dREPORT OF DENSITY TESTS JOB NO. 18-384
MAR 2 91010
Permttting Depart PROJECT 7369 COMMERCIAL CIRCLE - Ft. Pierce, FI
3t. Lucie C�E.INT BSL Construction
NUMBER OF SAMPLES 5 TESTED BY AP DATE 10/4/18
SOURCE In Place Material REPORTED TO Client
INTENDED USE Compacted Soil
SPECIFICATIONS GOVERNING 95% of AASHTO T-180 / ASTM D-1557
LOCATION DEPTH DENSITY PROCTOR % DENSITY
PROPOSED PARKING AREA
Northwest Corner
Northeast Corker
Southeast Corner
Southwest Corner
Center
0'-1'
114.0
116.0
98.5
0'-1'
114.6
116.0
98.8
0'-1'
115.2
116.0
99.3
0'-1'
113.9
116.0
98.2
U-1'
115.8
116.0
99.8
These tests are representative of and apply only to the location and depth shown above
Authorization for publication of statements, conclusions, or extracts from or regarding our reports is reserved pending our written approval
3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH, FLORIDA 33404 • (561) 881-1939
REPORT OF PROCTOR ANALYSIS JOB NO. 18-384
PROJECT Proposed Parking Area - 7369 COMMERCIAL CIRCLE - Ft. Pierce, FI
CLIENT BSL Construction
DATE SAMPLED 10/4/18 SAMPLED BY AP
DATE TESTED 10/5/18 TESTED BY MS
SOURCE In Place REPORTED TO Client
SPECIFICATIONS GOVERNING 95% of AASHTO T-180 / ASTM D-1557
117.0
116.0
DRY WEIGHT 115.0
114.0
113.0
REMARKS/DESCRIPTIONS OF MATERIAL
T-180 / D-1557
Compacted Soil
Brown Fine Sand,
trace of marl
...1. ...
\G.NS�.,3
8.0 9.0 10.0 11.0 12.0 �Q
% MOISTURE _ N g1271 ;
MAXIMUM DENSITY 116.0 POUNDS PER CUBIC FOOT
STATE OF
��
OPTIMUM MOISTURE CONTENT 10.0 PERCENT %, �FLOR�OP'
�` • • • • • ��`'
S
MOISTURE/DENSITY CURVE MAY NOT REFLECT LABORATORY CONFIGURATIOf�O���`\`
Authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.
3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH, FLORIDA 33404 • (561) 881-1939
RECEIVED
MAR 2 9 2010
REPORT OF LIMEROCK BEARING RATIO (LBR) Permitting Department JOB NO.
St. Lucie county
PROJECT 7369 Commercial Circle - St. Lucie Countv - Ft. Pierce. Florida
CLIENT BSL Construction
DATE SAMPLED 10-23-18 SAMPLED BY nG
DATE TESTED 10-27-18 TESTED BY DID & MS
SOURCE In Place REPORTED TO Client
INTENDED USE Stabilized Sub -grade SPECIFICATIONS GOVERNING LBR 40
18-384
SAMPLE LOCATION Proposed Parking Area - Center of East Half
CONDITION OF SAMPLE Soaked SOAK TIME 48 Hours (+/- 4 hrsL SURCHARGE WEIGHT 15 on unds
MATERIAL DESCRIPTION Brown fine sand, some marl, trace shell REMARKS -MEIn LBR 40
MATERIAL RETAINED NO.4 SIEVE (%) 35.25 MATERIAL PASSING NO. 200 WET SIEVE (%) 3.0
120.0
119.0
117.0
116.0
PROCTOR GRAPH
7.0 8.0 9.0 10.0 11.0
% MOISTURE
MAXIMUM DRY DENSITY (PCF) 118.2
OPTIMUM MOISTURE LEVEL (%) 9.4
LIMEROCK BEARING RATIO (%) 3-
1000
500
z
O
F- 200
9
w 100
z
a.. 70
0
aU 40
m 30
J
20
10
0 2 4 6 8 10 12 14 16 18 20 22
% MOISTURE
Respectfully Submitted,\
ALLTERRA ENGINE.
/ .81271
MATTHEW WATTSA ' . STATE OF �4It/
Senior Engineer �'�` F�p� ipP•, ' ���
MDW/Florida License �Cu/
ONAL \\`
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MOISTURE/DENSITY AND LBR CURVES MAY NOT REFLECT LABORATORY CONFIGURATION
Authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.