HomeMy WebLinkAboutcompaction test3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH, FLORIDA 33404 . (561) 881-1939
February 15, 2021
Phoenix Custom Homes
1760 Jog Road
Suite #120
West Palm Beach, FL 33411
RE: Building -Pad Preparation - Proposed Three -Level Custom Residence —
STEMWALL FOOTINGS - FINAL LIFT - 4585 N.E. OCEAN BOULEVARD - Jensen
Beach, FL (Allterra Job No. 20-332)
Gentlemen:
This is with reference to the compacted building pad on the above referenced site.
The building pad has been prepared, examined and tested in accordance with accepted
Engineering practice and certain requirements of chapter 18 of the 2020 Edition of the
Florida Building Code.
Based on the results of the attached test reports, the one or two story building pad area
(finished grade) has been developed to a minimum soil bearing value of 2,500#/FT.2. (The
building pad area is defined as an area a minimum of five feet beyond the proposed
building lines, locations and dimensions as given by others).
It shall be the responsibility of the owner or contractor to maintain the building pad in a
manner that will preclude soil erosion.
If you have any questions concerning the above, please feel free to contact our office.
Yours truly,
Allterra Engineerind' sgMffNSF'
Florida Certificate of Autho$za -Number 9139
No. 81271 —_
441
% STATE
Matthew Watts, PE -,T\�'-.' F4ORIOP.
Senior Engineer - Flo ''�e1�seONA �i�\1271
MDW/
3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH, FLUKIUA 334V4 • too 1) oo i-IZ1Qv
REPORT OF DENSITY TESTS
JOB NO. 20-332
PROJECT 4585 N.E. OCEAN BOULEVARD - Jensen Beach, FI "AMENDED REPORT"
CLIENT Phoenix Custom Homes
NUMBER OF SAMPLES 6 TESTED BY RC DATE 2/9/21
SOURCE In Place Material REPORTED TO Client
INTENDED USE Compacted Soil - Building Area - STEMWALL FOOTINGS - FINAL LIFT
SPECIFICATIONS GOVERNING 95% of AASHTO T-180 / ASTM D-1557
LOCATION DEPTH DENSITY PROCTOR % DENSITY
PROPOSED THREE -LEVEL CUSTOM RESIDENCE
Northwest Corner
of Footing Area
Final Lift
110.3
111.0
99.4
Northeast Corner
of Footing Area
Final Lift
110.0
111.0
98.3
Southeast Corner
of Footing Area
Final Lift
108.4
111.0
97.7
Southwest Corner
of Footing Area
Final Lift
108.7
111.0
97.9
Center of North Half
of Footing Area
Final Lift
109.4
111.0
98.6
Center of South Half
of Footing Area
Final Lift
109.1
111.0
98.3
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 • (56 1 ) 881-1939
REPORT OF DENSITY TESTS JOB NO. 20-332
PROJECT 4585 N.E. OCEAN BOULEVARD - Jensen Beach, FI
CLIENT Phoenix Custom Homes
NUMBER OF SAMPLES 6
TESTED BY RC
DATE 2/8/21
SOURCE In Place Material
REPORTED TO Client
INTENDED USE Compacted Soil
- Building Area - STEMWALL FOOTINGS - 2ND LIFT
SPECIFICATIONS GOVERNING
95% of AASHTO T-180 / ASTM D-1557
LOCATION
DEPTH
DENSITY
PROCTOR
% DENSITY
PROPOSED THREE -LEVEL CUSTOM RESIDENCE
Northwest Corner
of Footing Area
2nd Lift
109.6
111.0
98.7
Northeast Corner
of Footing Area
2nd Lift
108.9
111.0
98.1
Southeast Corner
of Footing Area
2nd Lift
109.0
111.0
98.2
Southwest Corner
of Footing Area
2nd Lift
110.2
111.0
99.3
Center of North Half
of Footing Area
2nd Lift
109.4
111.0
98.6
Center of South Half
of Footing Area
2nd Lift
108.5
111.0
97.7
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 • (56 1 ) 881-1939
REPORT OF DENSITY TESTS JOB NO. 20-332
PROJECT 4585 N.E. OCEAN BOULEVARD - Jensen Beach, FI
CLIENT Phoenix Custom Homes
NUMBER OF SAMPLES 6
TESTED BY RC
DATE 2/5/21
SOURCE In Place Material
REPORTED TO Client
INTENDED USE Compacted Soil
- Building Area - STEMWALL FOOTINGS - 1sT LIFT
SPECIFICATIONS GOVERNING
95% of AASHTO T-180 / ASTM D-1557
LOCATION
DEPTH
DENSITY
PROCTOR
% DENSITY
PROPOSED THREE -LEVEL CUSTOM RESIDENCE
Northwest Corner
of Footing Area
1s' Lift
109.3
111.0
98.5
Northeast Corner
of Footing Area
1 st Lift
109.0
111.0
98.2
Southeast Corner
of Footing Area
1st Lift
108.9
111.0
98.1
Southwest Corner
of Footing Area
1st Lift
110.2
111.0
99.3
Center of North Half
of Footing Area
1st Lift
108.7
111.0
97.9
Center of South Half
of Footing Area
1 st Lift
109.4
111.0
98.6
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