562 TIMBER BRIDGE LN - COMPACTION TEST RipUNIVERSAL UES Project No: 0910.1400187.0000
Workorder No: 208429-1
ENGINEERING SCIENCES Report Date: 9/10/2018
Consultants In:Geotechnical Engineering•Environmental Sciences
Geophysical Services•Construction Materials Testing•Threshold Inspection
Building Inspection•Plan Review•Building Code Administration
5561 Florida Mining Blvd So., Jacksonville, 32257 • P: 904-296-0757 • F: 904-296-0748
In-Place Density Test Report
Client: Toll Brothers, Inc UES Technician: Dustin Stoll
160 Cape May Avenue
Ponte Vedra, FL 32081 Date Tested: 09/10/2018
Project: Atlantic Beach Country Club
Atlantic Beach Country Club, Atlantic Beach, Duval County, FL 32233
Area Tested: LOT 176 RETESTS Type of Test:
Material: Fill Field: ASTM D-6938 Nuclear Gauge Metho
Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Maximum Optimum Field Dry Field Soil Fill
TestDepth Pass
Density Moisture Density Moisture Compaction
No. Location of Test Range (pcf) (%) (pcf) (%) (%) (inch) or Fail
1 NE CORNER OF PAD 0-1 ft 103.3 14.3 98.8 6.8 96 N/A Pas.
2 SE CORNER OF PAD 0-1 ft 103.3 14.3 99.7 8.1 97 N/A Pas:
3 SW CORNER OF PAD 0-1 ft , 103.3 14.3 98.5 7.8 95 N/A Pas:
5'42 IIM15)za & lPQE L, .
gag icS -60 81
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UES Project No: 0910.1400187.0000
lip Workorder No: 208255-1
ENGINEERING SCIENCES Report Date: 9/5/2018
Consultants In:Geotechnical Engineering•Environmental Sciences
Geophysical Services•Construction Materials Testing•Threshold Inspection
Building Inspection•Plan Review•Building Code Administration
5561 Florida Mining Blvd So., Jacksonville. 32257 • P: 904-296-0757 • F: 904-296-0748
Client: Toll Brothers, Inc UES Technician: Zachary Simmons
160 Cape May Avenue
Ponte Vedra, FL 32081 Date Tested: 09/05/2018
Project: Atlantic Beach Country Club
Atlantic Beach Country Club,
Atlantic Beach, Duval County. FL 32233
rsl ca I cAlcu. 1 IvuOG I au IfZ 5 L ii r .e-Y'
/ IYNcvI
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Material: Fill 8r%p�lsy Field: ASTM D-6938 Nuclear Gauge Metho
III CI It..c vaLUI II. v — I vN v1 I III La ,i-e., �u.,,,I uw.y. w I Ivu v I.i./I Ivwunlcu I I vl,w1
The tests below do not meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum
dry density.
Iwt.c. IWIGJI 'JrI IuuIJ l.11C111.J CILIUM/I ILauvll
Test I aximum ptimum Field Dry Field ! Soii Fill
Density !Moisture) Density Moisture Depth Pass
I Compaction
�L• ..... /inch) .,,c.,a
1 South end center 4' off wall 0-1 ft 103.3 14,3 90.1 10.4 87 N/A Fail
2 Northeast Corner 3'S 4'off wall 0-1 ft 103.3 14.3 89.1 8.4 86 N/A Fail
3 Southwest of Garage corner 5'E 3' 0-1 ft 103.3 14.3 99.6 10.1 96 N/A Pas
off wall
4 Southeast corner 4'from corner 0-1 ft 103.3 14.3 91.3 10.1 88 N/A Fail