HomeMy WebLinkAboutEngineering UES Project No.:
UNIXtERSAL DateTyped: February 18,20200
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 32955 -P:321.638.0808 -F:321.638.0978 � ' 4
Construction Materials Testing Services
FIELD AND LABORATORY REPORT COVER PAGE
Client: Mario's Floor Coverings, Inc.
5206 Fort Pierce Boulevard �3a1J�da b�a.Ja TVR-C'
Ft. Pierce, FL 34951 5
Project: 7605 Roberts Road
7605 Roberts Road , Ft. Pierce, St. Lucie County, FL
ST. Lucie County, Nerrn:.O
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
121388-1 02/13/2020 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 Engineering Sciences,Inc.
Certificate of Authorization No. 00000549
Digitally signed by Richard E
It a` Hoaglin
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1 ENGINEERING SCIENCES INC,
_� ou=A01410D0000016B5696
604900003A80,cn=Richard
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Date:2020.02.1915:12:55
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Richard E. Hoaglin, P.E.
FLORIDA
Professional Engineer No. 48796
This item has been electronically signed and sealed by
Richard E.Hoaglin,P.F.using a Digital Signature.Printed
copies of this document are not considered signed and
sealed and the signature must be verified on any electronic
copies.
UUESNIX? ERSAL UES Project No: 0310.2000056.0000
DOCS No:
UES Report No: 121388-1 ARC 021320
ENGINEERING SCIENCES On-Site Time(hrs): 1.50
Consultants In:Geotechnical Engineering•Environmental Sciences Lab Time(hrs): 0.00
Geophysical Services•Materials Testing•Threshold Inspection Travel Time(hrs): 1.00
ED Building Code Administration,Compliance Inspection&Plan Review Total Time(hrs): 2.50
820 Brevard Avenue, Rockledge, FL 32955 -P: 321.638.0808 -F: 321.638.0978
Activity Record
Client: Mario's Floor Coverings, Inc.
5206 Fort Pierce Boulevard
Ft. Pierce, FL 34951
Project: 7605 Roberts Road
7605 Roberts Road , Ft. Pierce, St. Lucie County, FL
Date of Activity: Thursday, 13 February, 2020
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 6 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 was left for their records.
•
UNI E R S A L UUES Project No:
ES DOCS No 0310.2000056.0000
ENGINEERING SCIENCES UES Report No: 121388-1 DT 021320
Consultants In:Geotechnical Engineering-Environmental Sciences
Geophysical Services-Materials Testing-Threshold Inspection
09 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: Mario's Floor Coverings, Inc.
5206 Fort Pierce Boulevard
Ft. Pierce, FL 34951
Project: 7605 Roberts Road
7605 Roberts Road , Ft. Pierce, St. Lucie County, FL
Area Tested: House lot
Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 02/13/2020
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.
Field Dry Field
Test Depth Proctor Density Moisture % Comments
No. Location of Test Range (inch) (2) (PCF) % Compaction (3)
1 N/W Nuke Gauge Test 0-1 ft 12.00 10013 116.1 10.2 102 A
2 N/E Test Nuke Gauge 0-1 ft 12.00 10013 117.3 11.5 103 A
3 S/E Test Nuke Gauge 0-1 ft 12.00 10013 117.4 11.9 103 A
4 S/W Test Nuke Gauge 0-1 ft 12.00 10013 115.5 10.4 101 A
5 East Test Drive Sleeve -1-2 ft 12.00 10013 116.2 12.3 102 A
6 West Test Drive Sleeve -1-2 ft 12.00 10013 115.8 12.6 102 A
(1) Ref. Datum: 0 = Top of Final Grade (3)Comments Key
(2) 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
10013 114.0 10.5 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.
Project Number: 0310.2000056.0000
Lab Number: 25337
UNIVERSAL FDC Number: 1001.3
/MO,wa43 A.M44f
820 Brevarr!Avenue; Rockledg+a Florida 32955 Phone 321=638-0808 Fax 321-638 0978 www.universalengineering.com
_.
Client: Mario's Floor Coverings, Inc.
Project Name: 7605 Roberts Road
Sample Location: House Pad
Intended Use: Fill Soil Classification: SP
Material Description: Brown Silty.Sand Date Plotted: 2/17/2020
Sampled By: Cliff Cherrnay Tested By: Mike Cox
Date Sampled: 2/13/2020 Date Tested: 2/14/2020
SUMMARY OF.TEST RESULTS
Test Method: ASTM D1557 Method A
Maximum Dry Density, pcf: 114.0
Optimum Moisture, %: 10.6
Passing 3.5" Sieve, % 100
Passing.No. 4 Sieve, W 99
Passing No.200 Sieve, W N/A
130
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iM !
I 125 [7
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120 ;-
it �.. ► l .
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115
a
i-. -
_.._
110 - i-- Ii �_I i_Curves of 100%Saturation for
i��l I I_ specific Gravity Equal to:
� l j 2.65
i � 1� I .._. 4 b
}} _ _ 1 �mm 1. _. 2.70
p 105 w; i 2,75.
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100
95
90 _.
0 5 10 15 20 25 30
Moisture Content(%)
Sampled according to AASHTO T 002..
This report shall not be reproduced,except in full,without the written approval of Universal Engineering Sciences,Inc_