HomeMy WebLinkAboutGFA SOIL REPORTLL
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BY
MAR 0 7 2016
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St. Lucie County _
-----------
Laboratory Compaction Characteristics of Soil Using M r roc
ASTM D 1557
Project: FPL Security
Training Building
Project ID: 16-0036.00
Address: 6401 South Ocean Blvd., Jensen Beach
Report ID: P-1
Client: Commercial Contracting Division
Permit Number: N/A
Soil Location:
Stockpile
Sampled By:
K. Thomas
Date Sampled: 11/12/2015
Tested By:
R. Robinson
Date Tested: 11/17/2015
Soil Description:
Brown fine sand, trace clay
Test Method Used:
Method C
Preparation Method Used: Dry
Type of Rammer:
Mechanical
As -received Water Content: N/A
Specific Gravity:
N/A
Specific Gravity Test Type: N/A
Comments:
Sieve Results
Sieve
Size (mm)
Weight Retained
Percent Retained
314"
19
N/A
N/A
3/8"
9.5
N/A
N/A
# 4
4.75
N/A
N/A
Pan
0
N/A
N/A
6 7 8 9 10 11 12 13 14
MOISTURE %
Dry Density c
Moisture
107.1
8.9
108.1
10.3
109.2
11.8
107.9
13.1
Maximum Dry Density (pcf)
109.2
Optimum Moisture (%)
11.8
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Environmental • Geotechnical • Construction Materials Testing • Special 8 Threshold InspeoVons .
Florida's Leading Engineering Source
wvnv.teamgfaxom
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Pont SL Lucie
FBPECA#4930
521 NW EnteTdse DMe
Pod St. Lude, R 34986
Phone: Tn.W4-35751 FW.772-924-3580
Soil Nuclear Gauge
Report Date: 2/16/2016
Test Method: ASTM D 6938
Client:
Commercial Contracting Division
709 SE 5th Street
Stuart, FL 34994
project:
16-0036.00
Commercial Contracting Division - Various
Projects WEnCHV _
ED
MAR 0 7 2016
Test Results
Optimum
Maximum
In Place
In Place Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density Depth
Percent Comp.
%
Remark
Test#
of
Date
ProctorlD
Method Classification
(%)
(pef)
(%)
(pc (in)
Compaction
1
1211115
P-1
WA
11.8
109.2
12.6
107.3 12
98 951105
Pass
2
12 I115
P-1
WA
11.8
109.2
11.8
107.9 12
99 95/105
Pass
3
1211/15
P-1
N/A
11.8
109.2
12.5
107.7 12
99 951105
Pass
4
12/1115
P-1
WA
11.8
109.2
12.8
108.3 12
99 95/105
Pass
5
12/9115
1 P-1
N/A
11.8
109.2
12.3
108.1 12
99 95/105
Pass
6
1219115
P-1
WA
11.8
109.2
11.5
107.7 12
99 951105
Pass
7
12/9/15
P-1
NIA
1 11.8
1 109.2
12.9
108.5 12
1 99 95/105
Pass
8
1219115
P-1
NIA
1 11.8
1 109.2
12.0
107.9 12
99 95/ 105
Pass
Test Information
Gauge
Elevation
Reference
Make freed-, I ow
Fte T chnician
Test#
Test Location
Troxler T3440 27974
Thomas, enneln
1
Below Slab Grade: Building Pad, Northeast End
0-1
Troxler T3440 27974
Thomas, Kenneth
2
Below Slab Grade: Building Pad, Northwest End
0-1
Troxler T3440 27974
Thomas, Kenneth
3
Below Slab Grade: Building Pad, Center Area
0-1
4
Below Slab Grade: Building Pad, South Area
0-1 ,
TroxlerT3440 27974
Thomas, Kenneth
5
Below Slab Grade: Building Pad, Northeast End
1-2
TroxlerT3430 22260
Thomas, Kenneth
6
Below Slab Grade: Building Pad, Northwest End
1 - 2
Troxler T3430 22260
Thomas, Kenneth
7
Below Slab Grade: Building Pad, Center Area
1 - 2
Troxler T3430 22260
Thomas, Kenneth
8
Below Slab Grade: Building Pad, South Area
1 - 2
Troxler T3430 22260
IThomas, Kenneth
Remarks
Comments
Related Tests
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth Is noted as "Backsrader.
Gauge calibration data on file with the testing agency.
I Test #
I Related Test #
Test Type_
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 2
�axLuc
Port St. Luele
FBPE CA # 4930
521 NW Enterprise Drive
Port St Lucie, FL M986
Phone: 772-924-35751 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 2/16/2016
Test Method: ASTM D 6938
Client:
Commercial Contracting Division
709 SE 5th Street
Stuart, FL 34994
Project:
16-0036.00
Commercial Contracting Division -Various
Projects
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
(p
In Place
Moisture
%
In Place
Dry Density
(Pe
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
%
Remark "
9
1/5/16
P-1
N/A
11.8
109.2
11.3
108.2
12
99
95/105
Pass
10
115/16
P-1
N/A
11.8
109.2
11.5
110.0
12
101
95/105
Pass
11
1/5/16
P-1
N/A
11.8
109.2
11.9
109.2
12
100
95/105
Pass
12
115/16
P-1
N/A
11.8
109.2
11.0
108.5
12
99
95/105
Pass
13
1/5/16
P-1
N/A
11.8
109.2
10.7
108.0
12
99
95/105
Pass
14
j
1/5/16
P-1
N/A
11.8
109.2
11.8
109.5
12
100
95 / 105
Pass
15
1/5/16
P-1
N/A
11.8
109.2
- 11.5
109.0
12
100
951105
Pass
16
1/5/16
P-1
N/A
11.8
109.2
10.8
108.7
12
100
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
9
Below Footing Grade: Column Pads, East Column Pads North, tat Column from North End
0-1
Troxler T3440 27974
Thomas, Kenneth
10
Below Footing Grade: Column Pads, East Column Pads North, 2nd Column from North End
0-1
Troxler T3440 27974
Thomas, Kenneth
11
Below Fooling Grade: Column Pads, East Column Pads South, 3rd Column from North End
0-1
Troxler T3440 27974
Thomas, Kenneth
12
Below Footing Grade: Column Pads, East Column Pads South, 4th Column from North End
0-1
Troxler T3440 27974
Thomas, Kenneth
13
Below Footing Grade: Column Pads, West Column Pads North, 1st Column from North End
0-1
Troxler T3440 27974
Thomas, Kenneth
14
Below Footing Grade: Column Pads, West Column Pads North, 2nd Column from North End
0-1
Troxler T3440 27974
Thomas, Kenneth
15
Beiow Footing Grade: Column Pads, West Column Pads South, 3rd Column from North End10-1
Troxler T3440 27974
Thomas, Kenneth
16
Below Footing Grade: Column Pads, West Column Pads South, 4th Column from North End
0-1
Troxler T3440 27974
IThomas, Kenneth
Remarks
I Comments
Related Tests
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscetter".
Gauge calibration data on file with the testing agency.
Test #
Test #
Test Type
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
\N M0� seoeee
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° 2/16/201�
Dpnald W. Mol er, "CA-1
oil
Page 2 of 2
I
I
621 NW Entemrise-0rive •Port St Lucie. Florida 34986 . [1I , ■ AM",
MAR' 0 7 2016
Laboratory Compaction Characteristics of Soil UsM
ASTM D 1557
Project: FPL Security
Training Building
Project ID: 16-0036.00
Address: 6401 South Ocean Blvd., Jensen Beach
Report ID: P-1
Client: Commercial Contracting Division
Permit Number: N/A
Soil Location:
Stockpile
Sampled By:
K. Thomas
Date Sampled: 11/12/2015
Tested By:
R. Robinson
Date Tested: 11/17/2015
Soil Description:
Brown fine sand, trace clay.
Test Method Used:
Method C
Preparation Method Used: Dry
Type of Rammer:
Mechanical
As -received Water Content: N/A
Specific Gravity:
N/A
Specific Gravity Test Type: N/A
Comments:
Sieve Results
Sieve
Size:(mm)
Weight Retained
Percent Retained
3/4"
19
N/A
N/A
3/8"
9.5
NIA
N/A
# 4
4.75
N/A
N/A
Pan
0
N/A _
N/A
112
111
110
U.
CL 109
H 108
z
w
107
0
W.
105
104 F
6
7 8 9 10 11 12 13
MOISTURE %
Environmental • Geotechnical • Construction Materials Testing • Special & Threshold I
Florida's Leading Engineering Source
w .teamgfa.com
Dry Density c
Moisture
107.1
8.9 .
108.1
10.3
109.2 .
11.8
107.9
13.1
Maximum Dry Density (pcf)
109.2
optimum; Moisture (%)
11.8
i
SuDtrtmed''s�` .
561.
Cr �^.
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doler,OPE, ul=
I Engine�g75
Jdao`
t••. , 13ifae Compliance
0
Pon at Luc,,
FBPE CA a 4930
521 NW E.WpA a 00ve
von St. Wcb, FL 34%89
Plmn, 7R.924:3575I FW M-924a580'
Soil Nudlear Gauge
Report Date: 2/16/2016
Test Method: ASTM D 6936'
.Client:
Commercial Contracting Division
709 SE 5th Street
Stuart, FL 34994
Project: ,
16-0036.00 -
Commercial Contracting Division- Various
Projects (I��(� //��l� _
9U11skL UVE-D
MAR 0 7 2pi6
- TesfResults"
Test
Retest
Of
Test
Date.
Proctor iD
Method
Soil
.Classification.
Optimum
:Moisture
9,
Maximum
Dry Density
in Place
Moisture
-' /a
In Place
Dry Density
. p -
Probe "
Depth- •
In '..,
Percent.
compaction
MiNMax
Comp.
. /,
Remark
1
1211115
P-1
N/A
11.8
1092,
12.6
107.3.
12
98
951105
Pass
2
7211115
P-1
N/A
11.8
109.2
11.8
107.9
12
99
951105
Pass
3
12lt175
P-1
WA
11.8
109.2
12.5
107.7
12
99
951105
Pass
q
12/1/15
P_7
NIA
11.8
109.2
12.8
108.3
12
99
951 105
Pass
5 -
1219/15
P-1
N/A
11.8
1092
12.3
108.1
12.
99951
105
Pass
6
'
-r 1219115
P-1
..
N/A
11:8
1092
11.5
107.7
12.
99.
951405
Pass
7
1219115
P-1
NIA
11.8
109.2
1 12.9
1085
12
99
;95/105
Pass
8
1219/15
- P-1
WA
11.8
1092
1 12.0
107.9
12
99
95/105
Pass
-
' Test Information '
Test#
Testtocation
.Elevation.
Reference
Gauge
Make/Model I SN
Field Technician
1
BelowSlab 'Gmde: Building Pad, Northeast Eno'
0.1 _. .. _
Troxler T3440 27974 `
Thomas, Kenneth
2 .
Bet. Slab Gmdo: Building Pad, Northwest End
0-1
Troxler T3440 27974
Thomas, Kenneth
3
Below Slab Grade: Building. Pad, Center Area
0.1
Troxler T3440 27974
Thomas, Kenneth
4
Below Slab Grade: Building Pad, South Area
0-1
Troxler T3440 27974
Thomas, Kenneth
5.
Below Slab Grade: Building Pad, Northeast End
1-2
TroxierT343022260
Thomas, Kenneth
6
Below Slab Grade: Building Pad, Northwest End -
1-.2
Trader T3430 22260
Thomas. Kenneth
7
Below Slab Greda: Building Pad, Center Area
1 .2 , .
Troxler T3430.22260'
Thomas, Kenneth
8
Below Slab Gmde: Building Pad, South Area _
b-2
Troxler T343022260
Thomas, Kenneth
Remarks
Comments
Related Tests
Pass: Tests results compty.with spec rations
Tests are'Direct Transmission' (Method A) unless probe depth is noted as'Backsraaer'.
n.,-,olibratlan data oo ele with the testing agency.
Test #
I Related Test #
F ToatT
Test Reports shall not be reproduced,except: in full, Without the written approval of GFA International Inc. Page 1 of 2
0
"N
Port St. Wale
FBPECA04930
521 NW EntetpOse con
Pod St Ludo, FL 34986
Peono: 772-924 n751 Far, M-924458D
Soil Nuclear Gauge'
Report Date::2/16/2016
Test Methodi ASTM D 6938
Client:.
.Project:,
, x
Commercial Contracting Division
1"036.OD
709 SE Sth Street
Commercial Contracting Division - Various
Stuart, FL 34994
Projects
Test Results -
Test q.
Retest
'- Of,
- Test
Date
..Proctor ID
Method,
Soil
Classification,
Optimum
: Moisture
% .•
Maximum
Dry Density.
.. p
• In Place
Moisture
e(
In Place
Dry Density
c
Probe
Depth
In .:
Percent
Compaction
•MinfMax
Comp.
A
Remark
g
115116
P-1
NIA
11.8
'1092
11.3
108.2
12 `
99
951105
Pass
10
1151 66
P-1
N/A
11.8
109.2
11.5.
110.0
12
101
951105
Pass
11
1/5116
P-1
NIA
11.8
109.2
11.9
109.2
.12
100
95/105
Pass
12
115116
P-1
WA
11.8
1092
11.0
108.5
12.
99
951105
Pass
13
115116
P-1
, NfA
11:8
109.2
.1D.T
108.0
12
99
951105
Pass
.14 -
9i5116
P-1.
-
�• N/A
11.8.
109,2
11,8
109.5
12
100
95I 105
Pass,
15
1I5116:
P-1
WA
- 11.8
109.2:
11.5
109.0
12
100 r.
951105
Pass
16
1fy16
P-1
NIA
11.8
109.2
10.8
108.7
12•
100
951105
Pass
- Test Information'
Test #
Test Location .'
'Elevation
Reference.
Gauge
Make/Model ISN
Fleld:Techniclan
9
Below Footing Greda:,Column Pads,; East Column Pads North, let Column from North End -
0-1 _
Troxier T3440 27974
Thomas, Kenneth
10
Below, Footing Grade: Column Pads,East. Column Pads North, 2nd Column from North End
•
0-1
Troxfer T3440 27974
+ Thomas, Kenneth
11
Below Footing Grade: Column Pads; East Column Pads South,.3rd Column from North End
0-1
Troxier T3440 27974
Thomas, Kenneth
12
Below Footing Grade: Column Pads. East Column Pads South, 4111 Column from North End
0. 1
Troxler T3440 27974 _
Thomas, Kenneth
13, -
Below. Fooling Grade: Column Pads, West Cclumn cads North, lst Column from North End
0-1
TroxlerT344027974
Thomas, Kenneth
14' '.
Below Footing.Gradw Column Pads, West Column Pads North; 2nd Column from North End
_.
0-1 ., .. : (.
Troxier T3440 27974,
ThomaSiXenneth
15
Below Footing Grade: Column Pads. West Column Pads South. 3rd-Column from North End
0 -1.
Troxier T3440 27974
. Thomas, Kenneth
16
Below For lingGrode:-Column.Pads, West Column Pads South; 4tii Column from North End
e
0 -1
Troxier T3440 27974
Thomas, Kenneth
Rernarks�
• Comments
Related Tests '
Pass: Tests results comply with, specifications
Tests are'Dired Transmission' (Mothod A) union pmbo depth is noted as -Bad Ratter-.
Gauge calibration dnta on fila with the testing agency.
Test N
% RB Test N
Test Type
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
�PN'gNS
Q • - 21162018;
-.� . Donald.W: Molar,P& LU
Ittt
Page 2 of 2
1
I
E
521 NW Enterprise Drive • Port St. Lucie, Florida 34966
CONCRETE
Project ID:
L
Project Name:
r
LV
Project Address:
C
Client Name:
CCa
Placement Location:
No of Samples Cast:
Contractor:
Ad Mixture:
Supplier:
Batch Time:
Load Size (CY):
Total Yards:
Mix Designation:
Mix Type:
Slump (in):
Mix Strength (psi):
Age1n Days
Date Tested
Total Load (lbs):
Cross Sectional Area (Sq in):
Computed Strength (PSI):
Fracture Type
Security
(772) 924-3580 (fax)
'RNATt�aPv LG=
7
✓1PRESSION STREaF
Report ID: 5348-1 Permit NoC:
r.Division. Inc. Various Proiects
Drive, Jensen Beach - Slab on
Time: 7i20AM
Cast by GFA: Yes
Water Added (Gal):
L�
Truck No:
25324 ��
Ticket No:
L 34154714 j
Field Tech:
Ken Thomas
Air Temp, (°F):
46 —�
Mix Temp ff):
63
Air Content (%):
N/A
Unit Weight (PCF):
Specimen Size (in):
4s.8l,
Field ID:
LAB RESULTS
017
28
28
1/2612016
2/16/2016
2/16/2016
3/15/2016
53,270
12.88
—4,140
'
Remarks:
Test Method ASTM : C31 1 C39 1 C 143 1 C 172 1 C 173 1 C 1064
Fracture Type
Respectfully Submitted:
n GFA A tF # 493tional, Inc.
C
FBPE'A 4930
-. 2/1/2016
Trp,r Trp) Trpe] Typ,4 TrW5 Try,e Donald W. Moler, P.E.
Professional Engineer# 60675
Test report shall not be reproduced, except In full, without the written approval of GFA International State of Florida
Environmental • Geolechnical T Construction Materials Testing • Special and Threshold Inspections. • Plan Review and Code Compliance
Florida's Leading Engineering Source
www.teamg%.com
I
Soil Nuclear Gauge
Client:
Project:
0,0�
Report Date: 8/9/2016
Commercial Contracting Division
16-0036.00
E
Test Method:,ASTM D6938:
709 SE 5th Street
Commercial Contracting Division - Various
Por1S1. Ld,
Stuart, FL 34994
Projects
FBPECAa4930
521 N Enterprise Drive
.Poll St: Ludej FL U986
Phmo: 77M,13575 IF. M-924-0580
Test Results
Test#;
Retest
Of.
Test
Date.
;LBR-1;L
thod
Sail
Classltieation
Optimum.
Moisture
%
Maximum
Dry Density
_ pe
In Place
Moisture
"h
In Place
Dry Density
pe) -
Probe
Depth
in
Percent
Com action:
Min/Max
Comp.
%)
,Remark
70
717/1(
N/A
11.0
116.0
8.1
114.8
12
99
98/105
Pass
Test Information .
Test #..
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
70
Subgrade: FPL Security Training Building, 6401 South Ocean Blvd., Jensen Beach - 15'
North& 15' West of Northeast Comer of Building.
0-1
Troxler T343036442
Isberner, Todd
Remafks
Comments-
Related Tests
Pass: Tests results comply with specifications
Tests are'Direct Transmission' (Method A) union probe depth is noted as'Baokseaaer'.
Gauge calibration data on file with the testing agency.
I Test #
I 'Related Test #
Test T e
A r V'a
.; 8/012016
Donald W. Moler, P.E.
Pr ftsigrlal Engineer.#,60675
''. State of Florida ` a -
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
Digitally signed, printed copies of this document are: not' considered signed and sealed and the signature must be verified on any electronic copies.