HomeMy WebLinkAboutEngineering & Testing3600 INVESTMENT LANE • SUITE 104 • WEST PALM BEACH, FLORIDA 33404 • (561) 881-1939
12 August 2008
Phoenix Realty Homes, Inc.
4540 PGA Boulevard, Suite 216
Palm Beach Gardens, FI 33418
Subject: Slab Fill — 3-Story Custom Home Fe -
Lot 33, Watersong Way, Hutchinson Island, Florida
Dear Client;
Allterra Engineering & Testing performed field density tests on the slab fill of the subject project.
These tests are representative of surface compaction only. Copies of the density test results are
attached to this report for the reader's reference.
Based upon the field density results, the prepared fill achieves conventional standards for well -
compacted soil (95 percent or greater of the Modified Proctor maximum dry density). It shall be the
responsibility of the owner or contractor to maintain the condition of the surfaces to prevent erosion
or other degradation. Prepared surfaces shall be kept firm, level and free of debris, detritus or
standing water through installation of subsequent work.
Please call the undersigned if you have question about this report or need other services.
Yours truly,
n neering 'n
Wei dell o ers, E
Principal Engineer.
FL Reg. No. 55960
Attachment
Slab Fill — 3-Story Custom Home Lot 33, Watersong Way, Hutchinson Is., FL
12 August 2208 07 - 196
3600 INVESTMENT LANE • SUITE 104 • WEST PALM BEACH, FLORIDA 33404 • (561) 881-1939
REPORT OF DENSITY TESTS ` F 06 JOB NO. 07-196C
PROJECT Watersong - LOT #33 - WATERSONG WAY - Hutchinson Island, Florida
CLIENT Johnson Go Phoenix Realty Homes, Inc.
NUMBER OF SAMPLES 4 TESTED BY MLS DATE 8/11/08
SOURCE In Place Material REPORTED TO Client
INTENDED USE Compacted Soil - Building Area
SPECIFICATIONS GOVERNING 95% of AASHTO T-180
LOCATION DEPTH DENSITY PROCTOR % DENSITY
PROPOSED THREE-STORY RESIDENCE
Northwest Comer
of Building Area 0'-1' 107.1 110.0 97.4
Northeast Corner
of Building Area 0'-1' 106.4 110.0 96.7
Southeast Comer
of Building Area 0'-1107.0 110.0 97.3
Southwest Comer
of Building Area 0'-1' 106.0 110.0 96.4
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
3600 INVESTMENT LANE • SUITE 104 . WEST PALM BEACH, FLORIDA 33404 • (561) 881-1939
REPORT OF PROCTOR ANALYSIS ` r- M I T c� ��/�` JOB NO. 07-196C
PROJECT Proaosed Three -Story Residence - Watersona - LOT #33 - WATERSONG WAY - Hutchinson Island
CLIENT Johnson Go Phoenix Reality Homes, Inc. Florida
DATE SAMPLED 8/11/08 SAMPLED BY MLS
DATE TESTED 8/12/08 TESTED BY DWD
SOURCE In Place REPORTED TO Client
SPECIFICATIONS GOVERNING AASHTO 95% of T-180
111.0
110.0
DRY WEIGHT 109.0
108.0
107.0
REMARKS/DESCRIPTIONS OF MATERIAL
T-180
Brown Fine Sand,
slight trace of marl
8.0 9.0 10.0 11.0 12.0
% MOISTURE
MAXIMUM DENSITY 110.0 POUNDS PER CUBIC FOOT
OPTIMUM MOISTURE CONTENT 10.0 PERCENT
MOISTUREIDENSITY 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.