HomeMy WebLinkAboutFILLED & LABORATORY REPORT i
UES Project No.: 0310.1700251.0021
UN -1 E RS A L Date Typed: August 14,2018
ENGINEERING SCIENCES p��p
Consultants In:Geotechnical Engineering•Environmental Sciences �j��p� p 9)
�!I Geophysical Services•Materials Testing•Threshold Inspection BY �y [
Building Code Administration,Compliance Inspection&Plan Review 820Brevard Aven 8.097� �����C�U /
u
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Cli nt: Ryan Homes RECEIVED
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401 AUG 2 4 2018
I
Pr ject: Oakland Lake Subdivision Lot 13
5344 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL ST. Lucie Count P�rfYilEflli�
I
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
sh ets. The contents of this package are summarized below:
I� Scope of Work
ork Order No. Date Type of Report
111 99523-1 1 08/08/2018 In-Place Density Test Report w/Activity Record
W" hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact
th undersigned.
I
f Sincerely,
Universal Engineefliiiq�Sciences, Inc.
Certificate of Authciriiation No. 00000549
P
I
i
r
Richard E. Hoaglin, P.E.
FLORIDA
fProfessional Engineer No.48796
I
i
�I
I C Email:cbugg@nvrinc.com;elibrihi@nvrinc.com;iomcalli@nvrinc.com;rofingar@nvrinc.com;sign/seal MAIL to ryan homes at 1777 Willows Square,Vero
each,FL 32966
i
I
I
I
11_
UNI 'VERSAL Ue 'Project No: 0310.1700251.0021
UES ROCS No:
UES Report No: 99523-1 ARC 080818
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): 0.25
Building Code Administration,Compliance Inspection&Plan Review Total Time(hrs): 1.25
8110 Brevard Avenue, Rockledge, FL 32955 -P: 321.638.0808 -F: 321.638.0978
1
Activity Record
Client: Ryan Homes
�J 1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
roject: Oakland Lake Subdivision Lot 13
5344 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL
ate of Activity: Wednesday, 08 August, 2018
Technician: Cliff Cherrnay
Is requested a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of
lil rthwork testing for the House lot.
IYVhile on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s)for House
1;t.All test(s)were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project
ompaction requirements of 95% of the maximum dry density per ASTM D-1557.
he Contractor was notified of the test results or a copy was left for their records.
I
�J
t�
II
r
,I
�i
�I
g
1
it
i
it
'I
I UNIVERSAL UUES Project No:
ES DOCS No 0310.1700251.0021
ENGINEERING SCIENCES UES Report No: 99523-1 DT 080818
Consultants In:Geotechnical Engineering•Environmental Sciences
Geophysical Services•Materials Testing•Threshold Inspection
Building Code Administration,Compliance Inspection&Plan Review
82 'Brevard Avenue, Rockledge,FL 32955 -P:321.638.0808 -F:321.638.0978
In-Place Density Test Report
CI ,ent: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Pr l ject: Oakland Lake Subdivision Lot 13
5344 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL
Area Tested: House lot
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/08/2018
Lab: ASTM D1557 Modified Proctor
Te,l hnician: Cliff Cherrnay
4
Re'quirements: 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.
Field Dry Field
Test Depth Proctor Density Moisture % Comments
N'. Location of Test Range (inch) (2) (PCF) % Compaction (3)
NM Test 0-1 ft 12.00 21143 113.5 13.0 99 A
N/E Test 0-1 ft 12.00 21143 111.7 11.8 97 A
S/E Test 0-1 ft 12.00 21143 114.4 11.2 99 A
d S/W Test 0-1 ft 12.00 21143 112.9 11.7 98 A
( r) Ref. Datum. 0 = Top of Final Grade (3) Comments Key
( ) Maximum Optimum A. Compaction meets min. requirements
Proctor Dry Moisture B. Compaction does not meet min. requirements
# Density Content C. Moisture does not meet requirements
21143 115.0 12.0 D. Recompaction required
E. Recompacted, Retested, Meets Requirements
r
i'
I
is 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.
I
i