HomeMy WebLinkAboutTIERRA PAPPERSs
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16 e l D yy% Sample Pick-up
Tested For. Construction Services of Broward, Inc.
1216 East Atlantic Boulevard, Suite 6
Pompano Beach, Florida- 33060
Attention: Felix Lugo
Title: President
Cc: Felix Lugo (flugo@csobinc.com)
Work Order Details
Test Type:
Job Date Scheduled:
Site Contact:
Contact Phone #:
Task Details:
Sample Pickup - Proctor
08/19/2016 08:00 AM
Ir I .1
Field Data Collection Details
Travel Time: hrs
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Date:
08/19/2016
TSF Project#:
7112-16-277-001
Project:
Verizon-Sands of the Ocean
Address:
3100 N A I A
Fort Pierce, Florida - 34949
Permit#:
SLC 1601-0447� .
Start Time:
Stand By Time: hrs Departure Time:
Inspector. Otto Legon Job Date Completed: 08/19/2016
Sample Source: Existing material, S. O. G on Generator Pad.
Visual Classification: Light brown sand.
Test To Be Performed: AASHTO T-180 (Proctor)
No of Samples / Sets: 1
Assigned Lab Tech: jrosa
This work order is generated internally to track job status. This is intended only for the assigned technician or inspector. It may not
be reproduced except in full, without permission by Tierra South Florida, Inc.
Report Copied to:
2765 VISTA PARKWAY, SUM 10 • WEST PA.LM BEACH. FLORIDA33411
(561) 687-8539'• EAX(561) 087 8570
Scare affkd& Plafesiaml Eng(nnnttmnze #28073
�WIN � tierra
SOUTH FLORIDA
Report of Field Compaction Tests
Tested For: Construction Services of Broward, Inc.
1216 East Atlantic Boulevard, Suite 6
Pompano Beach, Florida - 33060
"tion: Felix Lugo
Title: President
Cc: Felix Lugo (flugo@csobinc.com)
Page 1 of 1
Date:
08/19/2016
TSF Project #: 7112-16-277-003
Project:
Verizon-Sands of the Ocean
Address:
3100 N AIA
Fort Pierce, Florida - 34949
Inspector:
Otto Legon
Permit#:
SLC 1601-0447 .
Test Method: ASTM D-6938 (Nuclear) General Location: Generator Pad (4'x 10')
Gauge Information: e
Gauge Make: Troxler Project Specifications: 95 /o of T-180
Gauge Model: 3430 Retest Required: Yes X No
Gauge SIN. 32563
Test
No
Elevation or
Re -Test No
Depth
(Inch)
Test Location
Proctor
Max
Density
(Ibs/fi: 3)
Optimum
Moisture
(%)
Percent
Moisture
("�o)
Field
Dry
Density
(Ibs/ft 3)
Percent
Compaction
(,�o)
Spec
(From
Above)
M
Meet
Spec
1
SOG
12
From North West comer, T South x.5' Fast.
103
8
6.1
105.2
102.1
95
Yes
requested, a TSF representative arrived on site as scheduled and performed Field Density Testing. The results of our testing is presented above.
:se test results apply only to the specific locations noted and may not represent any other location or elevations. Density tests at one specified
ttion or elevation should not be used to represent other areas of site. Reports may not be reproduced, except in full, without permission by
t ,r_,_ w
OF i
2765 VISTA PARKWAY,. SUITE 10 • WESP. PALM BEACH, FLOPdDA 33411
(561) 687-8539 • FAX(561).687-8570 '
StyeofFlorido Pmfe=ndfngmn Li¢ #28073
Berra
SOUTH FLORIDA
Report of Moisture Density Relationship - Proctor
Tested For: Const action Services of Broward, Inc.
1216 East Atlantic Boulevard, Suite 6
Pompano Beach, Florida - 33060
Attention: Felix Lugo
Title: President
Cc: Felix Lugo (flugo@csobinc.com)
Date:
08/19/2016
TSF Project #: 7112-16-277-002
Project:
Verizon-Sands of the Ocean
Address:
3100 N AIA
Fort Pierce, Florida - 34949
Inspector.
Juan Rosa
Permit #:
SLC 1601-0447
Visual Classification: Light Brown Sand.
Sample Source: Existing Material, Slab on Grade on Generator Pad
Method of Test: AASHTO T-180 (Proctor)
TestResults
Maximum Dry Density: 103 pcf Optimum Moisture: 8 %
test results apply for only to the specific locations noted and may not represent any other location. Reports may not
aced except in full, without permission by Tierra South Florida, Inc.
to:
2765 VISTA PARKWAY. SUITE 10s - WEST PALM BEACH, FLORIDA 33411
(561) 687>8539 FAX (561) 687-8370
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