HomeMy WebLinkAboutConstruction Materials Testingw\
DES TeNo.: 003rmMUNIVi_-RSAL Date Typed: February 12, 2020
tuENGINEERING SCIENCES d
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 4
5214 Armina Place P1912-0098, 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
121235-1 1 02/10/2020 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.
RECEIVED
FF6 2 B ";20
ST. Lucie County, Permitting
[CC Email: ECoca@0-lov.com
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
Richard E. Hhaglin, P.E.
FLORIDA
Professional Engineer No. 48796
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LIES Prl . A No: 0310.2000045.0003
LIES DOCS No:
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LIES Report No: 121235-1 ARC 021020
L!lENGINEERING SCIENCES On -Site Time (hrs): 1.00
Consultants In: Geotechnical Engineering * Environmental Sciences Lab Time (hrs): 0.00
Geophysical Services 9 Materials Testing • Threshold Inspection Travel Time (hrs): 0.50
Building Code Administration, Compliance Inspection&Plan Review 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 4
5214 Armina Place P1912-0098, 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 4.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Lot 4.
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.
UNIV
ENGINEERI
Consultants In: Geotechnical
Geophysical Services • Mate
Building Code Administration,
820 Brevard Avenue, Rockledge, FL 329SS
�IRSAL
NG SCIENCES
Engineering • Environmental Sciences
rials Testing • Threshold Inspection
Compliance Inspection & Plan Review
- P: 321.638.0808 - F: 321.638.0978
i
UE',;,�r:uject No: 0310.2000045.0003
UES DOCS No:
UES Report No: 121235-1 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
5214 Armina Place P1912-0098, Ft. Pierce, St. Lucie County, FL
Area Tested: Lot 4
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 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
NMI Test
0-1 it
12.00
25323
108.1
7.8
98
A
2
N/E Test
0-1 ft
12.00
25323
108.3
8.6
98
A
3
S/E Test
0-1 ft
12.00
25323
106.8
8.2
97
A
4
SMI Test
0-1 ft
12.00
25323
107.7
9.1
98
A
(1) Ref. Datum: 0 = Top of Final Grade
(2)
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
25323
110.0
11.0
This test was performed without deviation from AS7M 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.