HomeMy WebLinkAboutLETTER OF TRANSMITTAL6 92ECS Florida. LLC
2000 Avenue "P"
Suite 3 LETTER QF T6 r
L
West Palm Beach, FL 33404��
i0 (561) 840-3667 [Phone] G }NM FILE
(561) 840-3668 [Fax] ''3
Y C
Dec mber 21, 2018 r Y4900 Seagrape Drive - CMT
Coo' er Enterprises 4.0, LLC ECS Job # 25:3415
251 SW Regency Road
Stu t. FL 34997 Permits:
AT IIN: Mr. Stewart Cooper
W are enclosing:
,l Field Reports
XII For your use
;� As requested
Field Report # 1
12/13/2018
Location: 4900 Seagrape Drive
Ft. Pierce, FL
1. This rep art (and any attachments) shall not be reproduced except in full without prior written approval of ECS.
2. The info' ation in this report relates only to the activities performed on the report date.
3. Where propriate, this report includes statements as to compliance with applicable project drawings and specifications for the activities performed
on this r port date.
4. Incompl ate or non -conforming work will be recorded for future resolution.
5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents.
1100.1
Transmittal Page 1/6
ECS Florida. LLC
rJ-
2000 Avenue "P"
Suite 3
West Palm Beach, FL 33404
(661) 840-3667 [Phone]
(561) 840-3668 [Fax]
:t 4900 Seagrape Drive - CMT
on Ft. Pierce, FL
Cooper Enterprises 4.0, LLC - Stewart Cooper
Cooper Enterprises 4.0, LLC - Stewart Cooper
FIELD REPORT
Project No.
25:3415
Report No.
1
Day & Date
Thursday 12/13/2018
Weather
820/ Sunny
On -Site Time
2.00
Lab Time
0.00
Travel Time*
0.00
Total
2.00
Re Obs.Time 0.00
Charges* 20.00 Tolls/Parking* Mileage* Time of Arrival Departure
-geable Items 1 -Nuclear Gauge Rental 01:30P 03:30P
* Travel time and mileage will be billed in accordance with the contract.
II Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
The undersigned arrived on site, as requested, to test the compaction of soils for the building
pad. Please see the attached sketch.
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, met or
exceeded the project requirements of 98% of the maximum dry density as obtained in our
laboratory using the Modified Proctor Method (ASTM D-1557).
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 errors causing uncontrolled fill to be placed in structural areas.
An ECS representative will return for further testing upon request.
The undersigned also picked up as requested a soil sample for proctor/LBR testing. The
material was obtained from a stockpile west of the building pad. The soils were returned to the
ECS laboratory for final testing. Please see attached photo.
By Rashad A Smith
1800
Transmittal Page 2/6
v17.1.12 13 651495
ECS Florida, LLC
2000 Avenue"P"
Suite 3
West Palm Beach, FL 33404
(561) 840-3667 [Phone]
(561) 840-3668 [Fax]
,x
P �oject 4900 Seagrape Drive - CMT
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By Rashad A Smith
FIELD REPORT
Project No. 25:3415
Report No. 1
Day & Date Thursday 12/13/2018
le',PAK�
Paul C Desentz
Project Engineer
1800
Page 2
Transmittal Page 3/6
v17.1.12 13 651495
Page 1
Field Compaction Summary, ASTM D6938
Project No: 3415 Project Name: 4Q 0 Seagraoe Drive - CMT Date:12/13/2018
Client: Cooper Enterprises 4.0, LLC Test Method ASTM D6938
_LC Nuclear Gauge No.31761
Contractor: Cooper Enterprises 4.0, LLC Make Troxler Density Std 2001
Model 3440 Moisture Std 1 778
Technician: Rashad A Smith Ser. No. 31761
Sample
io.
Description
Proctor Method
Uncorrected Max. Densi6
Uncorrected Opt. MC
'ID4S1
Brown fine to medium slightly silty sand trace shellrock
Modified Proctor Method (ASTM D-1557)
116.70
10.40
and organics
Corrected
Corrected
Wet
Dry
Moisture
Percent
Probe
Maximum
Optimum
Test
I
Test
Depth
Station /
Lift /
ova
Dry
Moisture
Density
Density
Content
Comp.
P / F
Comments
No.
Lot
No.
Mode
(in.)
Location
Elev
Sample No.
Oversize
Density
Content
(pct)
(p )
(off)
(%)
1
341
III
DT
12
Building Pad
1st
D4S1
0.00
116.70
10.40
129.6
117.2
10.5
100.4
P
2
341S
DT
12
Building Pad
1st
D4S1
0.00
116.70
10.40
126.8
112.8
12.4
96.7
P
3
341
II
DT
12
Building Pad
1st
I D4S1
1 0.00
1 116.70
10.40
130.1
113.6
14.5
97.3
P
4
341
DT
12
Building Pad
1st
D4S1
1 0.00
116.70
1 10.40
126.2
112.2
12.5
96.1
P
Test Mode: DT = Direct Transmission BS = Back Scatter WCA5564
Transmittal Page 4/6
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Transmittal Page 5/6
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