HomeMy WebLinkAboutCompaction TestUNIVERSAL
ENGINEERING SCIENCES
Geolechnical Engineering I Construction Materials Testing and Inspection
Building Code Compliance l Environmental Services I Facilities Consulting
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808
- F: 321.638.0978
UES Project NO.: 0310.2000045.0027
Date Typed: January 07, 2021
Construction Materials Testing Services
FIELD AND LADORATORY REPORT COVER PAGE
Client: K. Hovnanian Homes, LLC
3601 Quantum Boulevard Suite 101
Boynton Beach, FL 33426
Project: Waterstone Subdivision Lot 51
5197 Armina Place Permit#2008-0763, Ft. Pierce, St. Lucie County, FL
As requested, Universal Engineering Sciences, LLC. (UES) representatives) 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
133114-1
01/04/2021
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.
ICC Email: rsimler@KHov.com
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Sincerely,
Universal Engineering Sciences, LLC.
Certificate of Authorization No. 00000549
Digitally signed by
Richard E Hoaglin
DN: c=US, o=UNIVERSAL
ENGINEERING SCIENCES
INC,
ou=A01410D00000161356
96604900003A801
cn=Richard E Hoaglin
Date: 2021.01.07 08:55:57
-05'00'
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.
UNIVERSAL
ENGINEERING SCIENCES
Geotechnical Engineering Construction Materials Testing and Inspection
Building Code Compliance Environmental Services I Facilities Consulting
UES Project No:
UES DOCS No.
UES Report No:
0310.2000045.0027
133114-1 ARC 010421
On -Site Time (hrs): 1.00
Lab Time (hrs)5 0.00
Travel Time (hrs): 0.50
Total Time (hrs): 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 51
5197 Arming Place Permit#2008-0763, Ft. Pierce, St. Lucie County, FL
Date of Activity: Monday, 04 January, 2021
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 51.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density tests) for Lot 51.
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.
UNIVEIR SAL
ENGINEERING SCIENCES
Geotechnical Engineering I Construction Materials Testing and Inspection
Building Code Compliance I Environmental Services l Facilities Consulting
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
In -Place Density Test Resort
UES Project No:
UES DOCS No:
UES Report No:
0310d200004500027
133114-1 DT 010421
Client: K. Hovnanian Homes, LLC
3601 Quantum Boulevard Suite 101
Boynton Beach, FL 33426
Project: Waterstone Subdivision Lot 51
5197 Armina Place Permit#2008-0763, Ft. Pierce, St. Lucie County, FL
Area Tested: Lot 51
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method
Lab: ASTM D1557 Modified Proctor
Technician: Cliff Cherrnay
Date of Test: 01 /04/2021
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
115.1
8.4
97
A
2
N/E Test
0.12 inch
12.00
25324
114.1
9.2
96
A
3
S/E Test
0.12 inch
12.00
25324
113.7
9.5
96
A
4
S/E Test
0-12 inch
12.00
25324
114.4
9.1
96
A
(1) Ref. Datum: 0 =Top of Final Grade
(2)
Maximum Optimum
Proctor Dry Moisture
# Density Content
25324 119.0 10.5
(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 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.
(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 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.