HomeMy WebLinkAboutFIELD - LAND LABORATORY REPORTUN I VE R S A L Date ESProjectNo.: No.: 0N13 Y 012 z00191.0054
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences 'pFO
Geophysical Services • Materials Testing • Threshold Inspection a 'f1,q` Rjy
Building Code Administration, Compliance Inspection&Plan Review P O FQ
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
Construction Materials Testing Services PA
FIELD AND LABORATORY REPORT COVER PAGE
Client: Ryan Homes SCANNED
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401 BY
Project: Oakland Lake Subdivision Lot 50 St. Lucie County
5231 Oakland Lake Circle P1904-036.1!Ft. Pierce, St. Lucie County, FL
As requested, Universal Engineering Sciences, Inc. (LIES) 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
110093-1 1 04/29/2019 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.
�` G�• VICErvgtc'�Cs�i
• NO.48796
'STATIE OF
0 .. � .
�rllrl(II I11 ttttt���
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
Richard E.
Hoaglin, P.E.
2019.05.02
10:06:27
-04'00'
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 or this document are not considered signed and
sealed and the signature must be verified on any electronic
copies.
CC Email: cbugg@nvdnc.com; rhager@nvrinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Ft. Pierce, FL 32941
UES FtoNo: 0310.1700251.0054
UES DOCSCS No:
IINIVLORSAI UES Report No: 110093-1 ARC 042919
tuENGINEERING SCIENCES On -Site Time (hrs): 1.00
Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00
Geophysical Services @ 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: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 50
5231 Oakland Lake Circle P1904-0351,Ft. Pierce, St. Lucie County, FL
Date of Activity: Monday, 29 April, 2019
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 House Pad.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House
Pad. 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
tuENGINEERING 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
In -Place Density Test Report
UES Project No: 0310.1700251.0054
UES DOCS No:
UES Report No: 110093-1 DT 042919
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 50
5231 Oakland Lake Circle P1904-0351,Ft. Pierce, St. Lucie County, FL
Area Tested: House Pad
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 04/29/2019
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 riot address the condition of the underlyinq 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/E Test
0-1 ft
12.00
21180
110.5
10.4
99
A
2
N/W Test
0-1 ft
12.00
21180
109.8
10.0
98
A
3
S/W Test
0-1 ft
12.00
21180
109.1
9.9
97
A
4
S/E Test
0-1 It
12.00
21180
108.6
10.6
97
A
(1) Ref. Datum: 0 = Top of Final Grade -
(2)
Maximum
Optimum
Proctor
Dry •
Moisture
#
Density
Content
21180
112.0
11.0
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.