HomeMy WebLinkAboutREPORT OF DENSITY TESTS•f'
3866 PROSPECT AVENUE . SUITE 9 . WEST PALM BEACH, FLORIDA 33404 • (561) 881.19;39
REPORT OF DENSITY TESTS
JOB NO.
PROJECT 7369 COMMERCIAL CIRCLE - Ft. Pierce, FI
//188--,384
CLIENT 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
0'-1.
114.0
116.0
98.5
Northeast Corner
01A1
114.6
116.0
98.8
Southeast Corner
O.A.
115.2
116.0
99.3
Southwest Corner
0'-1'
113.9
116.0
98.2
Center
0'-1.
115.8
116.0
99.8
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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 1014/18
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
REMARKSIDESCRIPTIONS OF MATERIAL
T-180 / D-1557
Compacted Soil
Brown Fine Sand,
trace of marl
8.0 9.0 10.0 11.0 12.0
% MOISTURE
MAXIMUM DENSITY 116.0 POUNDS PER CUBIC FOOT
OPTIMUM MOISTURE CONTENT 10.0 PERCENT
MOISTURE/DENSITY CURVE MAY NOT REFLECT LABORATORY CONFIGURATION 1
Authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.
J/.
3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH, FLORIDA 33404 • (561) 881-1939
REPORT OF DENSITY TESTS
PROJECT 7369 COMMERCIAL CIRCLE - Ft. Pierce, FI
JOB NO. 18-384
CLIENT 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
PROPOSED PARKING AREA
Northwest Corner
Northeast Corner
Southeast Corner
Southwest Corner
Center
% DENSITY
0'-1'
114.0
116.0
98.5
O.A.
114.6
116.0
98.8
0.4
115.2
116.0
99.3
0'4
113.9
116.0
98.2
0.4
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 BSI- Construction
DATE SAMPLED 10/4118
SAMPLED BY AP
DATE TESTED 10/5/18
TESTED BY MS
SOURCE In Place
REPORTED TO Client
SPECIFICATIONS GOVERNING
95%ofAASHTOT-180/ASTMD-1557
117.0
116.0
DRY WEIGHT 115.0
114.0
113.0
REMARKSIDESCRIPTIONS OF MATERIAL
T-180 / D-1557
Compacted Soil
Brown Fine Sand,
trace of marl
8.0 9.0 10.0 11.0 12.0
% MOISTURE
MAXIMUM DENSITY 116.0 POUNDS PER CUBIC FOOT
OPTIMUM MOISTURE CONTENT 10.0 PERCENT
MOISTUREIDENSITY CURVE MAY NOT REFLECT LABORATORY CONFIGURATION I
Authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.
n
3866 PROSPECT AVENUE . SUITE 9 . WEST PALM BEACH, FLORIDA 33404 . (561) 881.1939
REPORT OF DENSITY TESTS
PROJECT 7369 COMMERCIAL CIRCLE - Ft. Pierce, FI
JOB NO. 18-384
CLIENT 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%ofAASHTOT-180 /ASTMD-1557
LOCATION DEPTH DENSITY PROCTOR
PROPOSED PARKING AREA
Northwest Corner
Northeast Corner
Southeast Corner
Southwest Corner
Center
% DENSITY
0.-1.
114.0
116.0
98.5
0'-1'
114.6
116.0
98.8
0.-1.
115.2
116.0
99.3
V-1.
1113.9
116.0
98.2
0'-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
1
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
1,17.0
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
8.0 9.0 10.0 11.0 12.0
% MOISTURE
MAXIMUM DENSITY 116.0 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 approval.
Ir
3866 PROSPECT AVENUE . SUITE 9 . WEST PALM BEACH, FLORIDA 33404 . (561) 881-1939
REPORT OF DENSITY TESTS JOB NO. 18-384
PROJECT 7369 COMMERCIAL CIRCLE - Ft. Pierce, FI
CLIENT BSL Construction
NUMBER OF SAMPLES 2 TESTED BY AP DATE 9/25/18
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 DUMPSTER PAD
Northwest At Bottom
Corner of Footing 121.8 124.0 98.2
Southeast At Bottom
Corner of Footing 122.6 124.0���(��{�[Q/p¢�C 98.9
DEC 17 2018;
BY:
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 / ASTM D-1557. These tests
are representative of Surface Compaction. This is not a statement of Subsurface Soil
Conditions or Bearing Value.
Sincerely,
ALLTERRA
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Abdel crime j ado, PEA
Florida Liao se NtltmbqrjqAEL510F
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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
PI
3866 PROSPECT AVENUE . SUITE 9 . WEST PALM BEACH, FLORIDA 33404 . (561) 861-1939
REPORT OF PROCTOR ANALYSIS JOB NO. 18-384
PROJECT Proposed Dumpster Pad - 7369 COMMERCIAL CIRCLE - Ft. Pierce,, FI
CLIENT BSL Construction
DATE SAMPLED 9/25/18 SAMPLED BY AP
DATE TESTED 9/26/18 TESTED BY DWD
SOURCE In Place REPORTED TO Client
SPECIFICATIONS GOVERNING 95% ofAASHTO T-180 /ASTM D-1557
125.0
124.0
DRY WEIGHT 123.0
122.0
121.0
REMARKS/DESCRIPTIONS OF MATERIAL
T-180 / D-1557
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
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 approval.