HomeMy WebLinkAboutENGINEERING FIELD & LABORATORY REPORTUNIV
ENGINEER
Consultants In, Geotechnical
Geophysical Services • Mat
Building Code Administratio
820 Brevard Avenue, Rockledge, FL 32966
RS L
ING SCIE CES
n
Engineering • Environmental Sciences
erials Testing • Threshold llnspection
, Compliance Inspection &pplan Review
- P: 321.638.0808 - F: 321.638.0978
UES 4c4ect No.:
Date Typed:
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
10013
Project: Oakland Lake Subdivision Lo 2 f I
,Fort Pierce, St. Lucie County,
0310.1700251.0009
May 04, 2018
As requested, Universal Engineering Sciences, Inc. (LIES) repriesentative(s) performed construction materials testing and/or
field inspection services on the above project. Testing results and/or inspection observations are reported on the attached
sheets. The contents of this package are summarized below:
Scope of Work
Work Order No. Date I Type of Report
96106-1 1 04/23/2018 In -Place Density Test Report w/Activity Record
We hope this information is sufficient for your immediate need's. If you have any questions, please do not hesitate to contact
the undersigned.
10. d8796 �.
STATE o� 1,
�C)NALE�J
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
Richard E.
Hoaglin, P.E.
2018.05.04
16:31:51
-04'00'
Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
This item has been electronically signed and sealed by
Richard E. Hoaglin, P.E. using a Digital Signature. Printed
copies of this document are not considered signed and
sealed and the signature must be verified on any electronic
copies.
ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.co# sign adn seal to ryan homes
�
UES Pr'-t r- No: 0310.1700251.0009
�_. NIV`C RSA!_
UES DOCSNo:
UES Report No: 96106-1 ARC 042318
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering a Environment I Sciences
On -Site Time (hrs): 0.50
Lab Time (hrs): 0.00..
Geophysical Services • Materials Testing • Threshold inspection
Travel Time (hrs): 0.25
Building Code Administration, Compliance Inspection & Plan Review
Total Time (hrs): 0.75
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0Z8 - F: 321.638.0978
Activity Record
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 21
,Fort Pierce, St. Lucie County, FL
Date of Activity: Monday, 23 April, 2018
Technician: Cliff Cherrnay
As requested, a Universal Engineering Sciences Technician as present at the above referenced project site for the purpose of
earthwork testing for the House lot.
While on site, the technician observed the general condition df the areas to be tested and performed 4 density test(s) for House
lot. All test(s) were performed in accordance with the ASTM 15-6938 Nuclear Gauge Method and were found to meet the project
compaction requirements of 95% of the maximum dry density per ASTM D-1557.
The Contractor was notified of the test results or a copy was )eft for their records.
U N I V �R S A
ENGINEERING SCIEN
Consultants In, Geotechnical Engineering • Environmen
Geophysical Services • Materials Testing • Threshold
Building Code Administration, Compliance Inspection &
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 -1
Client:
Project:
Area Tested:
Type of Test:
Technician:
Requirements:
Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Oakland Lake Subdivision Lot 2
,Fort Pierce, St. Lucie County, F
House lot
Field: ASTM D-6938 Nuclear
Lab: ASTM D1557 Modified P
Cliff.Cherrnay
►L
DES
Sciences
an Review
: 321.638.0978
UES dject No: 0310.1700251.0009
UES DOCS No:
UES Report No: 96106-1 DT 042318
uge Method Date of Test: 04/23/2018
ictor
95% of Proctor maximum dry densit�,. These tests apply to the fill and/or surficial soil conditions
onlv and do not address the condition of the underivino soils below the tested deaths.
Test
No.
Location of Test
Range
Depth
(inch)
Proctor
(2)
Field Dry
Density
(PCF)
Field
Moisture
%
%
Compaction
Comments
(3)
1
N/W Test
0-1 ft
12.00
21235
109.8
10.7
95
A
2
S/VV Test
0-1 ft
12.00
21235
110.0
10.0
95
A
3
S/E Test
.0-1 ft
12.00
21235
111.0
10.9
96
A
4
N/E Test
0-1 ft
12.00
21235
112.2
11.7
97
A
(1) Ref. Datum: 0 = Top of Native
(2)
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
21235
116.0
10.0
This test was performed without deviation from ASTM procedures.
(3) Comments Key
A. Compaction meets min. requirements
B. Compaction does not meet min. requirements
C. Moisture does not meet requirements
D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.