HomeMy WebLinkAboutFIELD REPORT%.
_ ECS Florida LLC I - I Q
2000 Avenue "P"
Suite3 EC`Ef,VE D
West Palm Beach, FL 334 4
FIELD REPORT
(661) 840-3667 [Phone]
(561) 840-3668�[Fax] DEC 0 .i 2017
Project No.
25:3255 -
��rN
Report No.
2
PEWAITTING1
Project 5002 Hickory Drive
St. Lucie Cc r,ty, FL
Day & Date
Wednesday 11/29/2017
Location Ft. Pierce, FL.
Weather
. - Client Cooper Enterprises 4.0; LLC = Stewart Cooper
On -Site Time .
0:00 .
Contractor Cooper Enterprises 4.0, LLC - Stewart Cooper
Lab Time
-Travel
0.00 .
Time*
Total
0.00
Remarks
Trip Charges* 20.00 Tolls/Parking` Mileage*
Chargeable Items
Re Obs.Time - 0.00
Time of Arrival Departure
09:OOA - 09MA
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed :(field test data, locations, elevations & depths are estimates) & Individuals Contacted.
The undersigned arrived on site, as requested, to test compaction of soils for building pad.
Utilizing the Nuclear Test Method (ASTM D 6938) to check the compaction of soils; test
results indicated that,the compacted material, at the areas and elevations tested, DID NOT meet
-the project requirements of 98% of the maximum dry density as obtained -in our laboratory
using the ASTM D 1557-12 Method A Modified.
Locations and elevations of all tests are based on stakeout provided by others.. We cannot be
responsible for structures located off of the observed engineered pad, misaligned utilities or
stakeout errorscausing uncontrolled fill to be placed in structural areas.
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By Mark L Rogers, — Field Technician 1800
639390
. Page 1
Field Compaction Summary, ASTM D 6938
C Project No: 3255 Project Name:5002 Hickory Drive Date:11/29/17
rr
®TM Client: Cooper Enterprises 4.0, LLC Test Method ASTM D 6938
ECS FLORIDA, LLC Nuclear Gauge No.15134
Contractor: Cooper Enterprises 4.0, LLC Make Troxler Density Std 699
Model 3440 Moisture Std 2253
Technician: Mark L Rogers Ser. No. 15134
Sample No.
Description
Proctor Method
Uncorrected Max. Densi
Uncorrected Opt MC
D481
Dark brown tine to medium sand with limestone fragments
Modified
.115.10
12.10
'and trace organics
Corrected.
Corrected
Test Data
Wet
' Dry
Moisture
Percent
Probe
Maximum
Optimum
'
Test
Test
Depth
Station /
Lift /
%
Dry
Moisture
Density
Density
Content
Comp.
P / F
Comments -
No.
Lot No.
Mode
- (in.)
Location
Elev
Sample No.
Oversize
Density
Content
(pet)
(Pet)
(off)
(off).'
(pet)
(%)
1
DT
12
Building Pad
New
D4S1
0.00
115.10
12.10
135:0
117.9
14.5
102-
P
2
1
1 DT
12.
Building Pad
New
I D4S1
1 0.00
115.10
12.10,
1 135.5
118.7
14.2.
103
P
3
1
1 DT
12
Building Pad
New
I D4S1
1 0.00
115.10
1 12,10
1 131.0
116.7
1 12.2 _
101 :
P.
Test Mode: DT = Direct Transmission BS = Back Scatter