HomeMy WebLinkAboutFIELD - LAB REPORT - 3-12-19JUN-IVERSAL Date Typed: No.: Decembe 11, 2018
01 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 32966 - P: 321.638.0808 - F: 321.638.0978
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 67
5321 Oakland Lake Circle Permit Nool"003"46,Vort 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:
j Scope of Work
fo::9rder No. Date Type of Report
104051-1 1 12/07/2018 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 undersiqned.
RECEIVED
MAR 1
ST..Lucie
Sincerely,
Universal Engineering Sciences, Inc.
Certificate of Authorization -No. 00000549
Z.
Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
[CC Email; cbugg@nvrinc.com; elibrihi@nvrinc.com; Imhoff, Bryan [BIMHOFF@nvrinc.com]; jomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to
ryan homes at 1777 Willows Square, Vero Beach, FL 32966
UESfro'ect No:.0310.1700251.0032
"NIVERSAO-L UES DOCS No:
UES Report No: 104051-1 ARC 120718
ENGINEERING 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): 1.00
Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 2.00
mue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978
Activity Record
Clie'I t: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 67
5321 Oakland Lake Circle Permit 'No 1810-0346, Fort Pierce, St. Lucie County, FL
Date' of Activity: Friday, 07 December, 2018
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 tests) for House
pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the
proje it compaction requirements of 95% of the maximum dry density per ASTM D-1557.
The G,ontractor was notified of the test results or a copy was left for their records.
820
qM
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering - Environmental. Sciences
Geophysical Services - Materials Testing - Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review
Avenue, Rockledge, FL• 32956 - P: 321.638.0808 - F: 321.638.0978
UES Project No: 0310.1700251.0032
UES DOCS No:
UES Report No: 104051-1 DT 120718
In -Place Density Test Report
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 67
1 5321 Oakland Lake Circle Permit No 1810-0346, Fort Pierce, St. Lucie County, FL
Area'Tested: House pad
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of. Test: 12/07/2018
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 underivina soils below the tested denths-
Test
No.
I Location of Test
Range
Depth
(inch)
Proctor
(2)
Field Dry
Density
(PCF)
Field
Moisture
%
%
Compaction
Comments
(3)
1
i NV test
0-1 ft
12.00
23343
106.3
11.1
97
A
2
N/E test
I
0-1 ft
12.00
23343'
108.8
10.4
99
A
3
EVE test
0-1 ft
12.00
23343
105.9
10.6
97
A
4
S1. /VV test
0-1 ft
1 12.00
23343
107.5
10.5
98
A
(1) Ref. Datum: 0 = Top of Final Grade
(2)
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
l 23343
109.5
12.5
(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 test was performed without deviation from ASTM procedures.
This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.