HomeMy WebLinkAboutUNIVERSAL ENGINEERING SCIENCES PAPERWORK4 naS--60 1�
93 U N I V E R S A L Da a Typed: No.: June 06020259.0057
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences SCANNED
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review BY
820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 Rt I I Iris rni inty
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE ---
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 57
5259 Oakland Lake Circle P1905-0086, Ft. Pierce, St. Lucie County, FL
As requested, Universal Engineering Sciences, Inc. (LIES) representative(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 Type of Report
111435-1 1 06/03/2019 In -Place Density Test Report w/Activity Record
We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
the undersigned.
Attachments (1)
�10ENs
` a
NO. 48796 '� =
STATE OF/
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
Richard E.
Hoaglin, P.E.
2019.06.06
16:03:04
-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; rhager@nvrinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Ft. Pierce, FL 32941
Revised May 2015
UES Project No: 310.1700261.0057
LIES DOCS No:
U N I Vi R S A L UES Report No: 111435 1 ARC 06 319
ENGINEERING SCIENCES On -Site Time (hrs): 1.00
Consultants In: Gebtechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00
GeophysicalServices @ Materials Testing a Threshold Inspection Travel Time (hrs): 0.00
Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 1.00
820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978
Activity Record
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 57
5259 Oakland Lake Circle P1905-0086, Ft. Pierce, St. Lucie County, FL
Date of Activity: Monday, 03 June, 2019
Technician: Cliff Cherrnay
.As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of
earthwork testing for the House pad.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House
pad. All test(s) were performed in accordance with the ASTM D-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 left for their records.
UNIVERSAL
UES 0310.1700251.0057
UES DOCS No:
ENGINEERING SCIENCES
UES Report No: 111435-1 DT 060319
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
820 Brevard Avenue,
Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
In -Place Density Test Report
Client:
Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project:
Oakland Lake Subdivision Lot 57
5259 Oakland Lake Circle P1905-0086, Ft. Pierce,
St. Lucie County, FL
Area Tested:
House pad
Type of Test:
Field: ASTM D-6938 Nuclear Gauge Method
Date of Test: 06/03/2019
Lab: ASTM D1557 Modified Proctor
Technician: Cliff Cherrnay
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions
only and do not address the condition of the underlvina soils below the tested depths.
Test
No.
Location of Test
Range
Depth
(inch)
Proctor
(2)
Field Dry
Density
(PCF)
Field
Moisture
%
%
Compaction
Comments
(3)
1
NMI Test
0-1 ft
12.00
19789
109.7
9.5
96
A
2
N/E Test
0-1 ft
12.00
19789
110.5
10.5
97
A
3
S/E Test
0-1 ft
12.00
19789
111.4
11.3
98
A
4
S/V1l Test
0-1 it
12.00
19789
110.6
10.3
97
A
(1) Ref. Datum: 0 = Top of Final Grade
(3) Comments Key
(2) Maximum Optimum A. Compaction meets min. requirements
Proctor Dry Moisture B. Compaction does not meet min. requirements
# Density Content C. Moisture does not meet requirements
19789 114.0 11.0 D. Recompaction required
E. Recompacted, Retested, Meets Requirements
This test was performed without deviation from ASTM pmcedures.
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.