HomeMy WebLinkAboutCompaction TestUES Project No.:
Date Typed:
0310.2000100.0002
March 17, 2020
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Client:Tiffany Construction
7331 Office Park Place
Melbourne, FL 32940
Project:8851 Waterstone Boulevard Mail Kiosk B
Permit SLC1910-0143 , Ft. Pierce, St. Lucie County, FL
As requested, Universal Engineering Sciences, Inc. (UES) 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
122372-1 03/10/2020 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.
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
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: quinnpropertiesOTC@gmail.com
UES Project No:
UES DOCS No:
UES Report No:
On-Site Time (hrs):
Lab Time (hrs):
Travel Time (hrs):
Total Time (hrs):
0310.2000100.0002
122372-1 ARC 031020
0.25
0.00
0.25
0.50
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
Activity Record
Client:Tiffany Construction
7331 Office Park Place
Melbourne, FL 32940
Project:8851 Waterstone Boulevard Mail Kiosk B
Permit SLC1910-0143 , Ft. Pierce, St. Lucie County, FL
Date of Activity:Tuesday, 10 March, 2020
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 Kiosk B.
While on site, the technician observed the general condition of the areas to be tested and performed 1 density test(s) for Kiosk
B. 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.
UES Project No:
UES DOCS No:
UES Report No:
0310.2000100.0002
122372-1 DT 031020
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
In-Place Density Test Report
Client:Tiffany Construction
7331 Office Park Place
Melbourne, FL 32940
Project:8851 Waterstone Boulevard Mail Kiosk B
Permit SLC1910-0143 , Ft. Pierce, St. Lucie County, FL
Area Tested:Kiosk B
Type of Test:Field:ASTM D-6938 Nuclear Gauge Method Date of Test:03/10/2020
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 underlying 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 Kiosk B 0-1 ft 12.00 25324 116.8 9.7 98 A
(1)Ref. Datum: 0 = Top of Final Grade (3) Comments Key
(2)
Proctor
#
Maximum
Dry
Density
Optimum
Moisture
Content
25324 119.0 10.5
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 test was performed without deviation from ASTM procedures.
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.