55-57 Sherry Dr Form Board 3'' ECS Florida, LLC
+ IM 7064 Davis Creek Road
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J(904)acksonville880-0960,FL[Phone:32256] LETTER OF TRANSMITTAL
(904)880-0970[Fax:]
September 24,2019 RE: 55 Sherry Drive
Mathieu Builders ECS Job# 35:29400
38 W 9th St.
Atlantic Beach, FL 32233 Permits:
Location: 55 Sherry Dr.
ATTN: Dustin Brown Atlantic Beach, FL
We are enclosing: X Field Reports X For your use X As requested
ENCL:
Field Report# 1 09/19/2019
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
Transmittal Page 1/5 A
ECS Florida, LLC
7064 Davis Creek Road
!MI/NMla Jacksonville, FL 32256 FIELD REPORT
(904)880-0960[Phone:]
(904)880-0970[Fax:] Project No. 35:29400
Report No. 1
Project 55 Sherry Drive Day& Date Thursday 09/19/2019
Location Atlantic Beach, FL Weather 70°/Cloudy
Client Mathieu Builders- Dustin Brown
Contractor Mathieu Builders- Dustin Brown
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 55 and 57 Sherry Drive.
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.
By Adam D.Jackson, — Assistant Team Leader 1715
v250 12 128228
Transmittal Page 2/5
ECS Florida, LLC
• 7064 Davis Creek Road
Jacksonville, [ FIELD REPORT
(904)880-0960[Phone:]
(904)880-0970[Fax:] Project No. 35:29400
Report No. 1
Project 55 Sherry Drive Day& Date Thursday 09/19/2019
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Senior Pdnet��k :ry; e or Project M. •.ger
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By Adam D.Jackson, — Assistant Team Leader 1715
Page 2
v250 12 128228
Transmittal Page 3/5
ti
ENNIS
Page 1
Field Compaction Summary, ASTM D6938
Project No: 29400 Project Name:55 Sherry Drive Date:09/19/2019
Client: Mathieu Builders Test Method ASTM D6938
ECS FLORIDA, LLC Nuclear Gauge No.38
Contractor: Mathieu Builders Make Troxler Density Std 2598
Model 3430 Moisture Std 658
Technician:Adam D. Jackson Ser. No. 66267
Sample No. Description Proctor Method Uncorrected Max. Density Uncorrected Opt. MC
75871 Brown Fine Sand ASTM D 1557-12 Method C Modified 98.90 17.90
Corrected Corrected
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. Oversize Density Content (pcf) (pcf) (%) (%)
(pcf) (%)
1 DT 12 Southeast Corner House 75871 0.00 98.90 17.90 103.6 95.6 8.4 96.7 P 55 Sherry Drive
Pad
2 DT 12 Northwest Corner House 75871 0.00 98.90 17.90 104.0 96.4 7.9 97.5 P 55 Sherry Drive
Pad
3 DT 12 Center House 75871 0.00 98.90 17.90 103.5 95.8 8.1 96.9 P 55 Sherry Drive
Pad
Test Mode: DT= Direct Transmission BS = Back Scatter WO:75871
Transmittal Page 4/5
Page 1
Field Compaction Summary, ASTM D6938
ITS'
Client: Mathieu Builders
Project No: 29400 Project Name:55 Sherry Drive Date:09/19/2019
Test Method ASTM D6938
ECS FLORIDA, LLC Nuclear Gauge No.38
Contractor Mathieu Builders Make Troxler Density Std 2598
Model 3430 Moisture Std 658
Technician:Adam D. Jackson Ser. No. 66267
Sample No. Description Proctor Method Uncorrected Max. Density Uncorrected Opt. MC
75871 Brown Fine Sand ASTM D 1557-12 Method C Modified 98.90 17.90
Corrected Corrected
Probe Maximum Optimum Wet Dry Moisture Percent
Test Test Depth Station/ Lift/ % Dry Moisture Density Density Content Comp. P I F Comments
No, Lot No. Mode (in.) Location Elev Sample No, Oversize Density Content (pct (Pct (%) (%)
(pet) (%)
1 DT 12 Southwest Corner House 75871 0.00 98.90 17.90 102.2 95.2 7.4 96.3 P 57 Sherry Drive
Pad
2 DT 12 Northeast Corner House 75871 0.00 98.90 17.90 103.4 94.7 9.2 95.8 P 57 Sherry Drive
Pad
3 DT 12 Center House 75871 0.00 98.90 17.90 103.1 95.5 8.0 96.6 P 57 Sherry Drive
Pad
Test Mode: DT= Direct Transmission BS = Back Scatter WO:75871
Transmittal Page 5/5
ECS Florida, LLC
7064 Davis Creek Road
Eire
Jacksonville,FL 32256 LETTER OF TRANSMITTAL
(904)880-0960[Phone:]
(904)880-0970[Fax:]
NIfif:00i,Z45,NA
September 24, 2019 RE: 55 Sherry Drive
Mathieu Builders ECS Job# 35:29400
38 W 9th St.
Atlantic Beach, FL 32233 Permits:
Location: 55 Sherry Dr.
ATTN: Dustin Brown Atlantic Beach, FL
We are enclosing: X Field Reports X For your use X As requested
ENCL:
Please find attached the results of the Modified Proctor(ASTM D1557)test performed on the soil sample obtained.
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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Nemer(i�c]�};Owei , \4j 2019 J Scarberry
Senior Prif i �•. F L 0 ,.• �.` r or Project Mar
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.
1000.3
Transmittal Page 1/2
COMPACTION TEST REPORT
100
99 117.9%.99.9 . i
•
98
U
0.
N
C
•
a,
V
0
97
•
96
95
15 16 17 18 19 20 21
Water content,%
Test specification: ASTM D 1557-12 Method C Modified
Elev/ Classification Nat. S G. LL PI %
Depth USCS AASHTO Moist. p 3/4 in. No.200
0.00-0.10 SP 2.7 NP
TEST RESULTS MATERIAL DESCRIPTION
Maximum dry density=98.9 pcf Brown Fine Sand
Optimum moisture= 17.9%
Project No. 29400 Client: Mathieu Builders Remarks:
Project: 55 Sherry Drive
OSource of Sample: House Lot Sample Number:75871
ECS FLORIDA, LLC
7084 Davis Creek Ron.S Phone:(904)880-0880
Fax:(904)880-' Figure
Tested By: KR Checked By: SB
Transmittal Page 2/2
FORM BOARD/STEMWALL
ELEVATION CERTIFICATE
DATE PERMIT NUMBER
09/20/2019 RES19-0245
PROPERTY INFORMATION
ADDRESS
55 SHERRY DR, ATLANTIC BEACH, FL 32233
LEGAL DESCRIPTION
A TRACT OF LAND LYING IN THE UNPLATTED PORTION AT THE WEST END, BLOCK 2,
ATLANTIC BEACH SUBDIVION A; PB 5, PG 69; RE#169756-0000
ELEVATIONS
REQUIRED FINISHED FLOOR ELEVATION ON CITY APPROVED SITE PLAN & DATUM
12.5 NAVD 1988
ACTUAL ELEVATION OF FORM BOARD, STEMWALL OR GRADE STAKE & DATUM
12.73 NAVD 1988
SURVEY COMPANY CONTACT & SIGNATURE
BOATWRIGHT LAND SURVEYORS, INC - LB 3672
1500 ROBERTS DRIVE, JACKSONVILLE BE' , FL 32250
PHONE: 904-241-8550
SIGNATURE OF SURVEYOR:
DONN W BOATWRIGHT, PSM - LS 3295