HomeMy WebLinkAboutFIELD & LABORATORY REPORTr I ti
EDUNIVIEkS""'AL UES Project Date Typed: No.: July 24, 20181.0017
'ENGINEERING SCIENCES �������
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold Inspection aY
Building Code Administration, Compliance Inspection & Plan Review �n Lucip r'(11
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 }( i, Y
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE _ -
LO8
Client: Ryan Homes
1450 Centrepark Blvd Suite 340 AUGWest Palm Beach, FL 33401Project: Oakland Lake Subdivision Lot 28 ST. Luitting
5270 Oakland Lake Circle Permit No 1806-0499, Fort 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
98960-1 1 07/20/2018 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.
180.6--�3114qf
Sincerely,
Universal En, indc-Ang Sciences, -Inc.
Certificate of, Whorization No. 00000549
,,.
Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; iomcalli@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966
FILE COPY Revised May 2016
UNIV RSAL
UES Pr6,_=t No: 0310.1700251.0017
UES DOCS No:
UES Report No: 98960-1 ARC 072018
NdENGINEERING SCIENCES On -Site Time (hrs): 0.50
Consultants In: Geotechnical Engineering * Environmental Sciences Lab Time (hrs): 0.00
Geophysical Services - Materials Testing , Threshold Inspection Travel Time (hrs): 0.25
Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 0.75
820 Brevard Avenue, Rockledge, FL 32956 - 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 28
5270 Oakland Lake Circle Permit No 1806-0499, Fort Pierce, St. Lucie County, FL
Date of Activity: Friday, 20 July, 2018
Technician: Tyler Tilley
As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose
of earthwork testing for the lot 28.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for lot 28.
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 UUES Froject No:
ES DOCS No 0310.1700251.0017
ENGINEERING SCIENCES UES Report No: 98960-1 DT072018
'01
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
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 28
5270 Oakland Lake Circle Permit No 1806-0499, Fort Pierce, St. Lucie County, FL
Area Tested: lot 28
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/20/2018
Lab: ASTM D1557 Modified Proctor
Technician: Tyler Tilley
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
SE Corner
0 to 1 ft
12.00
21143
115.7
2.6
101
A
2
SW Corner
0 to 1 ft
12.00
21143
110.0
3.1
96
A
3
NW Corner
0 to 1 ft
12.00
21143
111.3
3.7
97
A
4
NE Corner
0 to 1 ft
12.00
21143
111.7
3.5
97
A
(1) Ref. Datum: 0 = Top of Native
(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.