HomeMy WebLinkAboutENGINEERING PAPERWORKUNIVERSAL
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
LIES Project No.: 0310.1700251.0065
Date Typed: August 22, 2019
FIELD AND LABORATORY REPORT COVER PAGE
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 45
5207 Oakland Lake Circle Permit 1907-0301, Ft. Pierce, St. Lucie County, FL
SCANNED
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 I Type of Report
114574-1 08/2212019 1 In -Place Density Test Report w/Activity Record
We hone this information is sufficient for vour immediate needs. If you have anv questions, please do not hesitate to contact
the undersigned.
F.
10
¢'• NO. 48796 • Z
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STATE OF
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 00000549
Richard E.
Hoaglin, P.E.
2019.08.22
16:12:51
-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 of this document are not considered signed and
sealed and the signature must be verified on any electronic
copies.
[CC Email: cbugg@nvrinc.com; rhager@nvrinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Ft. Pierce, FL 32941
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UI`- . 'roject No: 0310.1700251.0065
UES DOCS No:
- /- LIES Report No: 114574-1 ARC 082219
ENGINEERING_S-CIENCES On -Site Time (hrs):0.50
Co .nsultants In:Geotechnial Engineering • Environmental Sciences Lab Time (hrs): 0.00
Geophysical Services • Materials Testing • Threshold Inspection Travel Time (hrs): 1.25
Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 1.75
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 45
5207 Oakland Lake Circle Permit 1907-0301, Ft. Pierce, St. Lucie County, FL
Date of Activity: Thursday, 22 August, 2019
Technician: Russell Brause
As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of
earthwork testing for the House lot # 45.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House
lot # 45.. All test(s) were performed in accordance with the ASTM D 2937 Drive Cylinder 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.
1BUNIVIERSAL
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
LIES Project No: 0310.1700251.0065
LIES DOCS No:
UES ReportNo: 114574-1 DT 082219
In -Place Density Test Report— -
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 45
5207 Oakland Lake Circle Permit 1907-0301, Ft. Pierce, St. Lucie County, FL
Area Tested: House lot # 45.
Type of Test: Field: ASTM D-2937 Drive Cylinder Method Date of Test: 08/22/2019
Lab: ASTM D1557 Modified Proctor
Technician: Russell Brause
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 underlvina 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
NE corner.
0 to -1 it
12.00
21143
112.3
11.4
98
A
2
NW corner.
0 to -1 ft
12.00
21143
110.'6
11.7
96
A
3
SW corner.
0 to -1 ft
12.00
21143
113.0
12.2
98
A
4
SE corner.
0 to -1 ft
12.00
21143
113.5
12.2
99
A
(1) Ref. Datum: 0 = Top of Final Grade
(2)
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
21143
115.0
12.0
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.