HomeMy WebLinkAboutREPORT OF DENSITY TESTS3866 PROSPECT AVENUE - SUITE 9 . WEST PALM BEACH, FLORIDA 33404 . (561) 881-1939
REPORT OF DENSITY TESTS
PROJECT 7369 COMMERCIAL CIRCLE - Ft. Pierce, FI
CLIENT BSL Construction
NUMBER OF SAMPLES 2
SOURCE In Place Material
JOB NO. 18-384
TESTED BY AP DATE 9/25/18
REPORTED TO Client
INTENDED USE Compacted Soil
SPECIFICATIONS GOVERNING 95%ofAASHTOT-180/ASTMD-1567
LOCATION DEPTH DENSITY PROCTOR % DENSITY
PROPOSED DIUMPSTER PAD
Northwest
At Bottom
Comer
of Footing 121.8 124.0 98.2
Southeast
At Bottom
Corner
of Footing 122.6 124.0 98.9
SCANNED RECEIVED
BY
�'t Lucie County SEP 2 8 2018
ST. LuCie County, Permitting
Based on the field density test results at the above locations, the surface soil has been
compacted to a minimum density of 95% of AASHTO T-180 I ASTM D-1557. These tests
are representative of Surface Compaction. This is not a statement of Subsurface Soil
Conditions or Bearing Value.
Sincerely,
ALLTERRA
0
A b d e I K4 ImC 3"744o-'f' P �E
Florida Lic "I�r 2%MTE OF
0 R l 0
........ *
These tests are representative of and apply only to the location and depth shown above
Authorization for publication of statements, oondusions, or extracts from or regarding our reports is reserved pending our written approval
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3866 PROSPECT AVENUE . SUITE 9 - WEST PALM BEACH, FLORIDA 33404 - (561) 881-1939
REPORT OF PROCTOR ANALYSIS JOB NO. 18-384
PROJECT Proposed Dumpster Pad - 7369 COMMERCIAL CIRCLE - Ft. Pierce, Fl
CLIENT BSL Construction
DATE SAMPLED 9/25/18 SAMPLED BY AP
DATE TESTED 9/26/18 TESTED BY DWID
SOURCE In Place REPORTED TO Client
SPECIFICATIONS GOVERNING 95% of AASHTO T-180 /ASTM D-1557
125.0
124.0
DRYWEIGHT 123.0
122.0
121.0
REMARKS/DESCRIPTIONS OF MATERIAL
T-1 80 / Q-1 557
Compacted Soil
Brown and Grey Fine Sand,
and mart
8.0 9.0 10.0 11.0 12.0
% MOISTURE
MAXIMUM DENSITY 124.0 POUNDS PER CUBIC FOOT
OPTIMUM MOISTURE CONTENT 10.0 PERCENT
MOISTURE/DENSITY CURVE MAY NOT REFLECT LABORATORY CONFIGURATION
Authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approva I.
3866 PROSPECT AVENUE - SUITE 9 - WEST PALM BEACH, FLORIDA 33404 - (561) 881-1939
C;11
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REPORT OF DENSITY TESTS JOB NO. 18-384
PROJECT 7369 COMMERCIAL CIRCLE - Ft. Pierce, F1
CLIENT BSL Construction
NUMBER OF SAMPLES 2 TESTED BY AP DATE 9125/18
SOURCE In Place Material REPORTED TO Client
INTENDED USE Compacted Sol]
SPECIFICATIONS GOVERNING 95%ofAASHTOT-180/ASTMD-1557
LOCATION
PROPOSED DUMPSTER PAD
Northwest
Corner
Southeast
Corner
DEPTH
At Bottom
of Footing
At Bottom
of Footing
SCANNED
-BY
St. Lucie County
DENSITY PROCTOR % DENSITY
121.8 124.0 98.2
122.6 124.0 98.9
Based on the field density test results at the above locations, the surface soil has been
compacted to a minimum density of 95% of AASIHITO T-180 I ASTM D-1557. These tests
are representative of Surface Compaction. This Is not a statement of Subsurface Soil
Conditions or Bearing Value.
Sincerely,
ALLTERRA
up
Abdel Kak�46 b I
5rad6-19e. 35551
Florida Lic%x4%r�ber 355&1
STATE OF
AL
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Ae' (9
pe. zgzo
4%1_90'
e 0
.0e
Coo, e
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
I
3866 PROSPECT AVENUE . SUITE 9 - WEST PALM BEACH, FLORIDA 33404 - (561) 881-1939
REPORT OF PROCTOR ANALYSIS JOB NO. 18-384
PROJECT Provosed Dumpster Pad - 7369 COMMERCIAL CIRCLE - Ft. Pierce, Fl
CLIENT BSL Construction
DATE SAMPLED 9/25/18
SAMPLED BY AP
DATE TESTED 9/26/18
TESTED BY DVVD
SOURCE In Place
REPORTED TO Client
SPECIFICATIONS GOVERNING
95% of AASHTO T-1 80 / ASTIVI D-1 557
125.0
124.0
DRYWEIGHT 123.0
122.0
121.0
REMARK911jESCRIPTiONS OF MATERIAL
T-1 80 / D-1 557
Compacted Soil
Brown and Grey Fine Sand,
and marl
8.0 9.0 10.0 11.0 12.0
% MOISTURE
MAXIMUM DENSITY 124.0 POUNDS PER CUBIC FOOT
OPTIMUM MOISTURE CONTENT 10.0 PERCENT
MOISTUREMENSITY CURVE MAY NOT REFLECT LABORATORY CONFIGURATION
Authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.