HomeMy WebLinkAbout0310.2000045.0022 121120 Transmittal - Waterstone Subdivision Lot 12 rev...UES Project No.:
Date Typed:
0310.2000045.0022
December 11, 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:K. Hovnanian Homes, LLC
3601 Quantum Boulevard Suite 101
Boynton Beach, FL 33426
Project:Waterstone Subdivision Lot 12
5182 Armina Place Permit# 2007-0807, Ft. Pierce, St. Lucie County, FL
As requested, Universal Engineering Sciences, LLC. (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
132451-1 12/09/2020 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, LLC.
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: ECoca@KHov.com
Digitally signed by Richard E
Hoaglin
DN: c=US, o=UNIVERSAL
ENGINEERING SCIENCES
INC,
ou=A01410D0000016B5696
604900003A80, cn=Richard
E Hoaglin
Date: 2020.12.11 11:25:40
-05'00'
UES Project No:
UES DOCS No:
UES Report No:
On-Site Time (hrs):
Lab Time (hrs):
Travel Time (hrs):
Total Time (hrs):
0310.2000045.0022
132451-1 ARC 120920
1.00
0.00
0.50
1.50
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
Activity Record
Client:K. Hovnanian Homes, LLC
3601 Quantum Boulevard Suite 101
Boynton Beach, FL 33426
Project:Waterstone Subdivision Lot 12
5182 Armina Place Permit# 2007-0807, Ft. Pierce, St. Lucie County, FL
Date of Activity:Wednesday, 09 December, 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 Lot 12.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Lot 12.
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:
0310.2000045.0022
132451-1 DT 120920
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
In-Place Density Test Report
Client:K. Hovnanian Homes, LLC
3601 Quantum Boulevard Suite 101
Boynton Beach, FL 33426
Project:Waterstone Subdivision Lot 12
5182 Armina Place Permit# 2007-0807, Ft. Pierce, St. Lucie County, FL
Area Tested:Lot 12
Type of Test:Field: ASTM D-6938 Nuclear Gauge Method Date of Test:12/09/2020
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 N/W Test 0-12 inch 12.00 25324 115.8 9.1 97 A
2 N/E Test 0-12 inch 12.00 25324 115.1 9.3 97 A
3 S/E Test 0-12 inch 12.00 25324 116.4 9.0 98 A
4 S/W Test 0-12 inch 12.00 25324 116.5 10.5 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.