HomeMy WebLinkAboutField & Laboratory ReportUES Project No.: 0310.1700251.0064
UNIVERSAL Date Typed: December 17, 2019
t- GINErE.R;ING -S: -M.N;C:ES
consultants lri: Geotiechnicalfikgineenng efnvironmentaPSdences
Geophysical Services •-Materials'Testitig; a Threshold Inspection
Building.Code Administration, Complianceanspection.&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: Ryan Homes L �Gc�e�Ppa,�
1450 Centrepark Blvd Suite 340 1 u 5' O S I °01�fy�e�t
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 39 Permit 1905-0548
5226 Oakland Lake Circle, 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
114529-1 1 08/21/2019 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.
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization" No. 00000549
Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
ICC Email: cbugg@nvrinc.com; rhager@nvrinc.com; rlingar@nvr.com;
sign/seal MAIL to ryan homes at 5369 Oakland Lake, Ft. Pierce, FL 32941
planreview@stiucieco.org
UES Prof"" t ,;go: 0310.1700261.0064
�_ _ UES DOCS No:
S A�_� _
UES Report No: 114529 1 ARC 082119
ENGINEERING _SCIENCES On -Site Time (hrs): 0.50
Ccnsuli:ants:In-.Geotechnical Engineering,-�'Environmental.Sciences Lab Time (hrs): 0.00
GeophysicahServices ••Materiais,Testing iThresholdanspection Travel Time (hrs): 1.25
Building Code>Administration CompliangkInspection & 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 39 Permit 1905-0548
5226 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL
Date of Activity: Wednesday, 21 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 pad # 39.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House
pad # 39.. 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.
Project No: 0310.1700251.0064
UNIV. S A L
UUES
ES DOCS No
ED
UES Report No: 114529-1 DT 082119
,ENGI.N_EERI.NGSCENC;ES
Consultants In-.- ¢al Egen-epionmentalSciences:iinn
Geophysical,Sety' tes • MaterialsTesting i Threshold'inspection:
Building Code.Administrati6n; Compliance:lnspeetion &Plan Review
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978
In -Place Density Test Report
Client:
Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project:
Oakland Lake Subdivision Lot 39 Permit 1905-0548
5226 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL
Area Tested:
House pad # 39.
Type of Test:
Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/21/2019
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 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
NW corner.
0 to -1 ft
12.00
21143
111.6
11.2
97
A
2
SW corner.
0 to -1 ft
12.00
21143
114.2
12.0
99
A
3
NE corner.
0 to -1 ft
12.00
21143
114.0
12.1
99
A
4
SE corner.
0 to -1 ft
12.00
21143
113.8
1 12.0
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 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.