309 Plaza - In-place density testing, 1st liftECS Florida. LLC
11554 Davis Creek Court
FIELD REPORT
l,:zigS
Jacksonville. FL 32256
904) 880-0960 [Phone]
wirmi,,m.,,,, (904) 880-0970 [Fax]Project No.35:35002
Report No.1
Day& Date Monday 11/20/2023
Project 309 Plaza Street Weather 73 °/ Cloudy
Location Atlantic Beach, FL
Cheat Duval Construction Inc
Contractor Duval Construction Inc
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, ..e arrived o site to perform in-place density testing to determine the percent compaction
of soils for lot ill, 1st lift.
Utilizing the Nu., -. 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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04../ o t o p,•.1101 '13 2023 Kathleen Gaal
CMT Senior Project Manager
Nemer Y. C r! .§3A o
Senior PrincipalrmI`"''`
By Stephen Andrew Miller
Transmittal Page 2/3
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timmislass ECS Florida. LLC
11554 Davis Creek Court LETTER OF TRANSMITTAL
Jacksonville, FL 32256
9048800960
gni• 9048800970
November 23, 2023 RE: 309 Plaza Street
Duval Construction Inc ECS Job# 35:35002
13221 Mendenhall Place
Jacksonville, FL 32224 Permits:
Location: 309 Plaza Street
ATTN: Mr. Edmond Vata
Atlantic Beach, FL 32233
We are Field Reports For your use As requested
enclosing:
CC:
ENCL: Field Report# 1 11/20/2023
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 activ,ties,performed on this
report date.
4. Incomplete or non-conforming work will be reported 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.
Transmittal Page 1/3 1000.2
ECS Florida. LLCfroMi
11554 Davis Creek Court. LETTER OF TRANSMITTAL
situ
Jacksonville, FL 32256
9048800960
messammu 9048800970
November 23, 2023 RE: 309 Plaza Street
Duval Construction Inc ECS Job# 35:35002
13221 Mendenhall Place
Jacksonville, FL 32224 Permits:
Location: 309 Plaza StreetATTN: Mr. Edmond Vata
Atlantic Beach, FL 32233
We are Field Reports X For your use X As requested
enclosing:
CC:
ENCL:
Please find attached the results of the Modified Proctor (ASTM D1557) test performed on the soil sample
obtained from on-site stockpile.
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.
1t'%titttttflll,I
STgT OF .' 7F
i23 2023 Kathleen Gaal
Nemer Y. N•°
CMT Senior Project Manager
1
Senior PrincipYINitttis""""
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 reported 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.
Transmittal Page 1/2 1000.1
Laboratory Compaction Characteristics of Soil
Using Modified Effort
110.0 -
Zero Air Voids SG = 2.65
A Oversize Corrected
105.0
100.0
95.0 L
900 14 15 16 17 18 19 20 21
Water Content, %
Optimum Moisture Content 16.6 % Preparation ASTM moist preparation
Maximum Dry Unit Weight 101.6 pcf Type of rammer Mechanical-sector face
Test Specfication/Method ASTM D1557-12e1-method C
Specific gravity-D854 water pycnometer 2.65 Historical
Cumulative material retained on: 3/4 in.sieve
Coarse Aggregate Specific Gravity-
3/8 in.sieve 0.0 %
4 sieve 0.0 %
Soil Description
Nat.
Liquid Limit
Plasticity %<#200 USCS AASHTO
Moist. Index
Brown Fine Sand,trace Silt(SP)
Project: 309 Plaza Street Project No.: 35:35002
Client: Duval Construction Inc Depth(ft.): 0- 1
Sample/Source: Onsite Stockpile Sample No.: D4S-1
Test Reference/No.: Date Reported: 11/22/2023
111111111111111111111111111 Office/Lab Address Office Number/Fax
Ers ECS Florida LLC-Jacksonville
11554 Davis Creek Court
904)880-0960
Jacksonville, FL 32256 904)880-0970
1111111111111111111111N111111•
Tested by Checked by Approved by Date Received Remarks
AAzizi RGerhart RGerhart 1 1120/2 02 3 Classification Obtained Using ASTM 02488
Transmittal Page 2/2