HomeMy WebLinkAboutREPORT OF DENSITY TESTDocuSign Envelope ID: A566EB98-FD66-456E-B6B2-A52BC6E6BBC9
3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH, FLORIDA $3404 • (561) 881-1939
REPORT OF DENSITY TESTS
JOB NO. 21-516
PROJECT Fort Pierce - 9701 SOUTH INDIAN RIVER DRIVE - St. Lucie County, FI
CLIENT Todd Galt
NUMBER OF SAMPLES 4 TESTED BY RC DATE 9/8/21
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 ONE-STORY (APPROX. 1,350 SQ. FT.) DETACHED GARAGE ADDITION
Northwest Corner
of Detached Garage
Addition Area 0'-1' 117.8 122.0 96.6
Northeast Corner
of Detached Garage
Addition Area 0'-1' 117.0 122.0 95.9
Southeast Corner
of Detached Garage
Addition Area 0'-1' 117.5 122.0 96.3
Southwest Corner
of Detached Garage
Addition Area 0'-1' 119.3 122.0 97.8
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\U,altue.l I t r
i�
Sincerely, ��\\ �� �°"'"`.
ALLTERRA E14,69IN ._RI1 t'r= TING
DocuSigned by; O. 1
EHB2552F31748A.. lit; •W.
Matthew Watts; I" STATE: OF l[/W-Z
Florida License Wt r'°8.1?4MRiC�... � ti
�NAL `\
These t'e� 6 Biel r� resentative 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
DocuSign Envelope ID: A566EB98-FD66-456E-B6B2-A52BC6E6BBC9
3866 PROSPECT AVENUE i SUITE 9 • WEST PALM BEACH, FLORIDA 33404 . (661) 881-1939
REPORT OF PROCTOR ANALYSIS JOB NO. 21-516
PROJECT Proposed One -Story (Approx. 1,350 Sq. Ft.) Detached Garaqe Addition - Fort Pierce - 9701 SOUTH
CLIENT Todd Galt INDIAN RIVER DRIVE - St. Lucie County, FI
DATE SAMPLED 9/8/21 SAMPLED BY RC
DATE TESTED 9/9/21 TESTED BY MS
SOURCE In Place REPORTED TO Client
SPECIFICATIONS GOVERNING 95% of AASHTO T-180 / ASTM D-1557
123.0
122.0
DRY WEIGHT 121.0
120.0
119.0
REMARKS/DESCRIPTIONS OF MATERIAL
T-180 / D-1557
Compacted Soil
Light Brown Fine Sand,
and rock
7.0 8.0 9.0 10.0 11.0
% MOISTURE
MAXIMUM DENSITY 122.0 POUNDS PER CUBIC FOOT
OPTIMUM MOISTURE CONTENT 9.0 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.