HomeMy WebLinkAboutLetter - Enginnering 10-19-170310.1700251.0004
NVwMRSAL Date Typed: October
No.: Oct ber 06, 2017
2-
ENGINEERING SCIENCES RECEIV1OCTConsultants In: Geotechnical Engineering a Environmental Sciences D DC Y 9 10'7
Geophysical Services • Materials Testing ® Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review a
820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 Vog-Ih r T-TF / 16"b'—Od U
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 7
5368 Oakland Lake Circle, 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
I Type of Report
66125-1
10/03/2017
Field Inspection Report
66196-1
10/04/2017
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 Enginedring Sciences, Inc.
Certificate of Authgriation No. 00000549
Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
_'ES Project No: 0310.1700251.0004
UNiVERSAL UES DOCS No:
UES Report No, 03-66125
ENGINEERING SCIENCES On-SiteTime(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 (hm): 2.00
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 7
5368 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL
Date of Activity: 10/03/2017
Technician:
Cliff Cherrnay
As Requested, a Universal Engineering Sciences Technician was present at the above referenced
location for the purpose of Arrived waited for rain to stop however lot was too flooded to test.
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services o 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
Activity Record
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
U ,roject No: 0310.1700251.0004
UES DOCS No:
UES Report No: 66196-1 ARC 100417
On -Site Time (hrs): 1.00
Lab Time (hrs): 0.00
Travel Time (hrs): 1.00
Total Time (hrs): 2.00
Project: Oakland Lake Subdivision Lot 7
5368 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL
Date of Activity: Wednesday, October 04, 2017
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 test(s) for House pad. 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.
"S Project
UNE.IERSAL I °S DOCS Noo: 0310.1700251.0004
ENGINEERING SCIENCES UES Report No: 66196-1 DT 100517
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
In -Place Density Test Report
Client: Ryan Homes
1450 Centrepark Blvd Suite 340
West Palm Beach, FL 33401
Project: Oakland Lake Subdivision Lot 7
5368 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL
Area Tested: House pad
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/05/2017.
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 underlyinq 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
NM Test
0-1 ft
12.00
11211
113.0
13.8
101
A
2
WE Test
0--1 ft
12.00
11211
111.4
14.4
99
A
3
S/E Test
0-1 ft
12.00
11211
111.7
15.5
100
A
4
SM/ Test
0-1 ft
12.00
11211
110.0
16.0
98
A
(1) Ref. Datum: 0 = Top of Final Grade
(2)
Maximum
Optimum
Proctor
Dry
Moisture
#
Density
Content
11211
112.0
11.0
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.