HomeMy WebLinkAbout Soil Density - Verizon SCI To.pdfTested For:
1290 Old Congress Avenue
West Palm Beach, Florida - 33409
Brad Schehr
Cc:
Attention:
Title:Project Manager
Brad Schehr (brad@jcromptonelectric.com)
Project #:7112-20-231-003
Project:Verizon-SCI Towers Wynne
Address:31310 Orange Avenue
Fort Pierce, Florida - 34945, United States
Joel Hernandez
Permit #:
Inspector:
J. Crompton Electric, Inc.08/04/2020Report Date:
General Location:(Verizon) Equipment Pads
Test Method:ASTM D-6938 (Nuclear)Field Activity Date:07/30/2020
Gauge Make:Troxler Project Specifications:95 %
Gauge Model:3440 Modified Proctor(AASHTO T-180)
Gauge S/N:65674 Retest Required:Yes X No
Test Date Proctor Number Soil Description Max. Dry
Density (pcf)
Optimum
Moisture (%)
07/30/2020 L1 Light Brown Sand With Rock & Traces of Shell 110.6 10.5
Test
No
Elevation or
Re-Test No
Depth
(Inch)Test Location
Proctor
Max
Density
(lbs/ft^3)
Proctor
Optimum
Moisture
(%)
Field
Percent
Moisture
(%)
Field
Density
(lbs/ft^3)
Percent
Compaction
(%)
Spec: 95
Meet
Spec ?
1 Pad 12 Southside of Center Equipment Pad 110.6 10.5 8.3 109.9 99.4 Yes
2 Pad 12 Center of Eastside Equipment Pad 110.6 10.5 7.2 110.3 99.7 Yes
3 Pad 12 Center of Westside Equipment Pad 110.6 10.5 8.9 110.9 100.3 Yes
0 -
0 -
Remarks:
Report Copied to:
Notes: As requested, a representative from our company arrived on site as scheduled and performed the above test. These test results apply only to
the specific locations noted and do not represent any other location. Reports may not be reproduced except in full, without permission.
Field Compaction Tests Page 1 of 1
Tested For:
Brad Schehr
Title:Project Manager
Cc:
Project:
Project #:
Address:
Inspector:
Verizon-SCI Towers Wynne
31310 Orange Avenue
Juan Rosa
Proctor #:L1
Fort Pierce, Florida - 34945, United States
West Palm Beach, Florida - 33409
1290 Old Congress Avenue
Brad Schehr (brad@jcromptonelectric.com)
7112-20-231-002-L1
Permit #:
08/04/2020Report Date:J. Crompton Electric, Inc.
Attention:
6 8 10 12 14
Moisture Content (%)
105
106
107
108
109
110
111
112
Dr
y
D
e
n
s
i
t
y
(
p
c
f
)
Light Brown Sand With Rock & Traces of Shell
Equipment Pad - BackfillSample Source:
Method of Test:Modified Proctor (ASTM D-1557)
Test Results
Maximum Dry Density (pcf): 110.6 pcf
10.5 %Optimum Moisture (%):
Visual Classification:
07/30/2020Field Activity Date:
Notes: As requested, a representative from our company arrived on site as scheduled to sample materials to perform the above tests. Reports may
not be reproduced except in full, without permission.
Report Copied to:
Remarks:
Moisture Density Relationship -
Proctor