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U Its Project
.UNIVERSAL Date vTyped: "o February 12, 20201
ENGINEERING'- SCIENCES
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
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 58
5225 Armina Place P1912-0096, 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. I Date I Type of Report
121237-1 1 021l 012020 In -Place Density Test Report wlActivity Record
We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
the undersigned.
RECEIVED
ST. Lucie County, Permitting
ICC Email: ECom@KHov.com
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 000005
t
Z JZC126
Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
UE .:oject No: 0310.2000045.0001
U N 1 fir` E R S A L
UES DCS No:
UES Report No: 121237-1 ARC 021020
ENGINEERING SCIENCES
Consultants In: GeotechnicalEngineering , Environmental Sciences
On -Site Time (hrs): 1.00
Lab Time (hrs): 0.00
Geophysical Services @ Materials Testing , Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
Travel Time (hrs): 0.50
Total Time (hrs): 1.50
820 Brevard Avenue, Rockledge, FL 32966 - 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 58
5225 Armina Place P1912-0096, Ft. Pierce, St. Lucie County, FL
Date of Activity:
Monday, 10 February, 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 58.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for,Lot 58.
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
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • ThresholdInspection
Building Code Administration, Compliance Inspection & Plan Review
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
LIES Project No: 0310.2000045.0001
LIES DOCS No:
LIES Report No: 121237-1 DT 021020
In -Place Density Test Report
Client: K. Hovnanian Homes, LLC
3601 Quantum Boulevard Suite 101
Boynton Beach, FL 33426
Project: Waterstone Subdivision Lot 58
5225 Armina Place P1912-0096, Ft. Pierce, St. Lucie County, FL
Area Tested: Lot 58
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 02/10/2020
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 underivinq 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
25324
121.3
8.5
102
A
2
N/E Test
0-1 ft
12.00
25324
119.6
8.2
101
A
3
S/E Test
0-1 ft
12.00
25324
119.7
9.5
101
A
4
SMI Test
0-1 ft
12.00
25324
120.4
8.3
101
A
(1) Ref. Datum: 0 = Top of Final Grade
(2)
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
25324
119.0
10.5
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.