465 Inland Way Field Report ECS Florida, LLC
EMM11013111 7064 Davis Creek Road
Jacksonville, 32256 LETTER OF TRANSMITTAL
(904)880-0960 [Phone:]
(904)880-0970 [Fax:]
November 19, 2019 RE: 465 Inland Way
Bosco Building Contractors Inc ECS Job# 35:29651
2158 Mayport Road
Atlantic Beach, FL 32233 Permits:
Location: 465 Inland Way
ATTN: Mr. Dale Donnell Atlantic Beach, FL
We are enclosing: X Field Reports X For your use X As requested
ENCL:
Field Report# 1 11/14/2019
Disclaimer
1. This report(and any attachments)shall not be reproduced except in full without prior written approval of ECS.
2. The information in this report relates only to the activities performed on the report date.
3. Where appropriate, this report includes statements as to compliance with applicable project drawings and specifications for the activities performed
on this report date.
4. Incomplete 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
ECS Florida, LLC
121 7064 Davis Creek Road
Jacksonville, FL 32256 FIELD REPORT
(904)880-0960 [Phone:]
(904)880-0970[Fax:] Project No. 35:29651
Report No. 1
Project 465 Inland Way Day& Date Thursday 11/14/2019
Location Atlantic Beach, FL Weather 70°/Cloudy
Client Bosco Building Contractors Inc-Dale Donnell
Contractor Bosco Building Contractors Inc - Dale Donnell
Remarks
*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.
As requested, we arrived on site to perform in-place density testing to determine the percent
compaction of soils for Cabana Pad.
Utilizing the Nuclear Density Test Method (ASTM D6938) to check the compaction of soils;
test results indicated that the compacted soils, at the areas and depths tested, met the project
requirements of 95% of the maximum dry density as obtained in our laboratory using the
Modified Proctor Method (ASTM D1557).
These results are based upon selected locations and may not be representative of the soils in
areas not tested. Should site conditions change or not be consistent with test results (e.g.,
pumping, rutting, standing water, etc.), ECS should be contacted immediately.
Thank you for allowing ECS Florida, LLC the opportunity to provide construction materials
testing services for this project. Should you have any questions and/or comments, please
contact our office.
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Senior Prifsi�i•. • F L 0 ,P�' ��` Dept. Manager
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By Adam D.Jackson, — Assistant Team Leader 1715
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Field295Compaction Summary, ASTM D6938
=MEG Project No: 61 Project Name:465 Inland Way
Client: Bosco Building Contractors Inc Test Method ASTM D6938
ECS FLORIDA, LLC Nuclear Gauge No.38
Contractor: Bosco Building Contractors Inc Make Troxler
Density Std 0
Model 3430 Moisture Std 0
Technician:Adam D. Jackson Ser. No. 66267
Sample No. Description Proctor Method Ui
80042 Gray Fine Sand Trace Silt ASTM D 1557-12 Method C Modified
Corrected Corrected
Probe Maximum Optimum Wet Dry Mc
Test Test Depth Station/ Lift/ 0/0 Dry Moisture Density Density Cc
No. Lot No. Mode (in.) Location Elev Sample No. Oversize Density Concent (pet) (pet)
(pef) (/)
1 DT 12 Center 1st Lift 80042 0.00 101.10 16.10 105.6 96.7
2 DT 12 Southeast Corner 2nd 80042 0.00 101.10 16.10 105.7 97.0 c
Lift
3 DT 12 Northwest Corner 2nd 80042 0.00 101.10 16.10 105.5 96.4
Lift
Test Mode: DT = Direct Transmission BS = Back Scatter
Transmittal Page 3/3
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