HomeMy WebLinkAboutFIELD & LABORATORY REPORT 8-31- 18UNIVERS
ENGINEERING- =Sci l
Consultants In ,Geotechnical Engineering. • Enviror
Geophysical'Services-• MaterialsTestirig-• Thres
Building'CodeAdminlstration, tompriance:Inspecti
ti 620 Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808
Construction M
FIELD AND LABORA
Client: Ryan Homes,
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 72
,Fort Pierce, St. Lucie County, FL
UES Project No.: 0310.1700251.0007
i AL Date Typed: May 04, 2018
NC:ES -
mental.5cieiices
iold Inspection
m-&•Plan Review I PC/- 0/
-. F: 321.638.0978
als Testing Services
Y REPORT COVER PAGE
SCANNED
By
'k¢ dfripcounty
RECEIVED
PermAUG ' 31 ?O1B
ittin
St, to 9e Cpar ment
As requested, Universal Engineering Sciences, Inc. (LIES) eepresentative(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
96110-1 1 04/23/2018 In -Place Density Test Report w/ActivitylRecord
We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
the undersigned. j
i
I
I
ICC Email: cbugg@nvdnc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.ci om; sign adn seal to, ryan homes
I '
Sincerely,
Universa
lizteering Sciences, Inc.
&JVization`Nb 00000549
M
Richard E..Hoaglin, P.E.
FLORIDA
Professional Engineer No: 48796
Flle Copy
PARTIAL APPROW
IVi -� I { �A\
-
UES _ect
UES DOCS No: 0310.1700261.0007
o:
UES Report No: 96 110-1 ARC 042318
ENGINEERING SCIENCES
Consultants In: Geotechnicai Engineering •Environmental Sciences
On -Site Time (hrs): 0.50
Lab Time (hrs): 0.00
Geophysical Services -k Materials Testing 9 Threshold Inspection,
Building'CodeAdministration; Compliance lnspection-&PlanReview
Travel Time (hrs): 0.26
Total Time (hrs): 0.75
820 Brevard Avenue, Rockledge, FL 32956 - P: 321.636.0808 - F: 321.638.0978
Activity Record
Client: Ryan Homes
1450 Centrepark Blvd. Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 72
,Fort Pierce, St. Lucie County, FL,
Date of Activity: Monday, 23 April, 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 lot.
While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House
lot. 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 wad left for their records.
I
V N 1 V``7--�`R S L
UES Project No: 0310.1700251.0007
A
UES DOCS No:
ENGINEERING SCLE;N�C_ES
UES Report No: 96110-1 DT042318
Consultants Ini.Geotechnical Engineering • Environmental Sciences
Geophysical Services • Materials Testing • Threshold`lnspection
Building, Code Administration, Compliance Inspection.& Plan Review
820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 1 - F: 321.638.0978
In -Place Density Test Report
Client:
Ryan Homes j
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project:
Oakland Lake Subdivision Lot 72
,Fort Pierce, St. Lucie County, FL
1
Area Tested:
House lot
Type of Test:
Field: ASTM D-6938 Nuclear Gauge Method
Date of Test: 04/23/2018
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 underlying soils below the tested depths.
Test
No.
Location of Test
Range
Depthl
(inch);
Proctor
(2)
Field Dry
Density
(PCF)
Field
Moisture
%
%
Compaction
Comments
(3)
1
N/W Test
0-1 ft
12.od
21235
112.4
11.3
97
A
2
N/E Test
0-1 ft
12.06
21235
111.7
10.6
96
A
3
S/E Test
0-1 ft
12.06
21235
112.5
11.4
97
A
4
S/W Test
0-1 ft
12.00
21235
110.4
10.6
95
A
(1) Ref. Datum: 0 = Top of Native
(2)
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
21235
116.0
10.0
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
i
This.report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.