HomeMy WebLinkAboutFIELD REPORT ECS Florida, LLC
2000 Avenue "P", Suite 3 FIELD REPORT
Er.e C S West Palm Beach, FL 33404
(561) 840-3667 [Phone]
(561) 840-3668 [Fax] Project No. 25:3415
Report No. 1 RE
Day& Date Tuesday 8/17/2021
Project 4900 Seagrape Drive -CMT Weather 82 */ sunny
Location Ft. Pierce, FL On-Site Time 2.00
Client Cooper Enterprises 4.0, LLC Lab Time 0.00Travel Time' 0.00
Contractor Cooper Enterprises 4.0, LLC Total 2.00
Re Obs Time 0.00
Remarks Dens
Trip Charges* 20.00 Tolls/Parking' Mileage* Time of Arrival Departure
Chargeable Items 1:30P 3:30P
* 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 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 95% 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 phot;,��111n1��,����
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'.O 1 V*' ����` James Langmead Williamson
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By Rashad A. Smith
Transmittal Page 2/2
Page 1
EC9 Field Compaction Summary, ASTM D6938
Project No: 3415 Project Name:4900 Seagraoe Drive- CMT Date: 12/13/2018
Client: Cooper Enterprises 4.0, LLC Test Method ASTM D6938
ECS FLORIDA, LLC Nuclear Gauge No.31761
Contractor: Cooper Enterprises 4.0, LLC Make Troxler Density Std 2001
Model 3440 Moisture Std 778
Technician:Rashad A Smith Ser. No. 31761
Sample No. Description Proctor Method Uncorrected Max. Densit Uncorrected Opt.MC
D4S1 Brown fine to medium slightly silty sand trace shellrock Modified Proctor Method(ASTM D-1557) 116.70 10.40
and organics
Corrected Corrected
Optimum Probe Maximum O P Wet Dry Moisture Percent
Test Test Depth Station/ Lift 1 % Dry Moisture Density Density Content Comp.
p Density Co o o P/F Comments
Content No. Lot No. Mode (in.) Location Elev Sample No. Oversize (Pc0 (nte (pcf) (pcf)
1 3415 DT 12 Building Pad 1St D4S1 0.00 116.70 10.40 129.6 117.2 10.5 100.4 P
2 3415 DT 12 Building Pad 1st D4S1 0.00 116.70 10.40 126.8 112.8 1 P
3 3415 DT 12 Building Pad 1st D4S1 0.00 116.70 10.40 130.1 113.6 1 97.
4 3415 DT 12 Building Pad 1st D4S1 0.00 116.70 10.40 126.2 112.2 1 96.1 P
--------------
Test Mode: DT= Direct Transmission BS = Back Scatter WO:45564
Transmittal Page 4/6
4900 Seagrape Drive - 25*3415 Rashad Smith 12/13/2018
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Transmittal Page 5/6
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ATTACHMENTS
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Attachment •
Proctor Sample location
Attachment No. 2
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Building P.•
Transmittal . . -