264 Ocean Blvd - Form Board Elevation Cert & Density Tet FORM BOARD ELEVATION CERTIFICATE
DATE : �-) - Lj - 1 1�
PERMIT NUMBER :
ADDRESS : -�, 6
REQUIRED SLAB ELEVATION ON
CITY APPROVED SITE PLAN :
ACTUAL ELEVATION OF FORM
BOARDS OR GRADE STAKE :
SURVEY COMPANY NAME : PERRET and ASSOCIATES, INC.
SIGNATURE OF SURVEYOR :
NATHAN P.PERRET 96900
Ll
ct, v,�,,v Y) A A i i ck vi i,,
ECS Florida, LLC
7064 Davis Creek Road
Jacksonville,FL 32266
(904)880-0960[Phone:] LETTER OF TRANSMITTAL
(904)880-0970[Fax:]
March 29,2018 RE: 264 Ocean Blvd.
Andy Reynolds Homes ECS Job# 35:26986
2950 Halcyon Lane
Suite 203 Permits:
Jacksonville, FL 32223 Location: 264 Ocean Blvd.
Atlantic Beach, FL
ATTN: Mr. Andy Reynolds
We are enclosing:
• Field Reports
• For your use
• As requested
ENCL:
Field Report# 1 03/27/2018
This report(and any included attachments)shall not be reproduced,except in full,without the prior written approval of ECS.
1100.1
ECS lorida, LLC
7064 Davis Creek Road
Jacksonville, FL 32256
E (904)880-0960 [Phone:] FIELD REPORT
C (904)880-0970 [Fax:] Project No. 35:26986
Report No. I
Project 264 Ocean Blvd. Day & Date Tuesday 03/27/2018
Location Atlantic Beach,FL Weather 701/Sunny
Client Andy Reynolds Homes-Andy Reynolds
Contractor Andy Reynolds Homes-Andy Reynolds
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 house footings.
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 D 1557).
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.
'.'011111111811
. -qNCOIJ&
. ..........
%
E N,9
No 44 5
*. A��
W Ll.�* :1
Nemer(ShT.Oweis,P.E. Kathleen Gaal
Senior PAIR) STATE OFMA129 2018 Construction Materials Project Manager
.. Val
0 R
By AdamD. Jackson, Assistant Team Leader 1715
v17.1.12 13 78826
flEfifialmill Page 1
Field Compaction Summary, ASTM D6938
C Project No: 26986 Project Name:264 Ocean Blvd. Date:03/27/18
El 1, Client: Andy Reynolds Homes Test Method ASTM D6938
ECS FLORIDA, LLC Nuclear Gauge No.39
Contractor:Andy Reynolds Homes Make Troxier Density Std 0
Model 3430 Moisture Std 0
Technician:Adam D. Jackson Ser. No. 66373
Sample No. Description Proctor Method Uncorrected Max.Densi) Uncorrecte
39679 Light Gray Fine Sand ASTM D1557 97.20 16.70
Corrected Corrected Test Data
Probe Maximum Optimum Wet Dry Moisture Percent
Test Test Depth Station Lift % Dry Moisture Density Density Content Comp. P/F Comments
No. Lot No. Mode (in.) Location Elev Sample No. Oversiz Density Content (pco (pc�
I (PC f) (%)
D T 12 South Footin 39679 0.00 97.20 16.70 103.0 93.8 9.9 96.5 P
9
2 D T 12 West Footin 39679 0.00 97.20 16.70 103.6 95.4 8.6 98.1 P
9
D T 12 North Footin 39679 0.00 97.20 16.70 103.7 94.9 9.3 97.6 P
1 19
Test Mode: DT= Direct Transmission BS Back Scatter WO:39679