HomeMy WebLinkAboutDensity of Soil in Place; 08-15-200624-SA. M. ENGINEERING tk: ,.'TESTING, INC.
3 504 'INDUSfRIAL 33Ra STREET
_ FT. PIERCE, FLoRIDA 34946
LOCALOFFICE: (772)461-7508 FAX: (772)461-8880
I i DENSITY OF SOIL IN PLACE U!S0,111`A !■I.4Jff.�mU=oJ 72 4-
Client: Incom Properties
Contractor: Client
Site: First Source Commerce Park
Building F, Stemwall Footing
Report Date: 8/15/06
Technician: R. Ankrom
Test
No.
Date
Tested
Location
Eleva-
tion
(ft)
Field Test Results
Proctor
Max
Dry
Density
c
Com
action
Pass/
Fail
HCP
HZO
%
Dry
Density
(cf)(in)
Probe
Depth
In
Place
Min
Req'd
491
.8/l/06
Map Location 10
0-1
40
12
121.0
95+
95
P
492
1
11
0-1
40
12
121.0
95+
95
P
493
8/4/06
12
0-1
50 111.41
114.2
12
117.0
97.6
95
P
Remarks:
All elevations are below bottom of footing.
• The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods.
• The Hand Cone Penetrometer (HCP) test, in conjunction with information about the soil type, is empirically correlated to the
relative density of the subsurface soils.
The laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557.
Distribution: Reviewed by:
Client - 2 A. M. ENGINEERING AND TESTING, INC.
Richard Boyette _
Florida Registration No. 42485
IlServer-amelcompmrylForr Pierce OfceWerAppsWM DATAVncom ProperrieslFirsr Source Commerce Parkl491-493 Density
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A. M. ENGINEERING Al'q" TESTING, INC.
3504 INDUSTRIAL 33RD STREET
FT. PIERCE, FLDRIDA 34946
LOCALOFFICE: (772) 461-7508 FAX: (772) 461-8880
DENSITY OF SOIL IN PLACE
Client: Incom Properties Report Date: 8/15/06
Contractor: Client Technician: R. Ankrom
Site: First Source Commerce Park
Building F, Foundation Fill
Remarks:
All elevations are below bottom of slab.
The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods.
The Hand Cone Penetrometer (HCP) test, in conjunction with information about the soil type, is empirically correlated to the
relative density of the subsurface soils.
The laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557.
Distribution:
Client - 2
Reviewed by:
A. M. ENGINEERING AND, TESTING, INC.
Richard Boyette
Florida Registration No. 42485
SIFor( Pierce OfceWeUppsWMDATAIIncom ProperiiesTirsi Source Commerce Pa&494-495 Density
3UILDING "F"
2 SMY
nooR - 121.498 SM M
WZZAMW - 2,417 SM rr.
F.F.E. 22.00
l#.
n
0
I�1
A. M. ENGINEERING AivL TESTING, INC.
3504 INDUSTRIAL 33Ro STREET
FT. PIERCE, FLoRiDA 34946
LOCAL OFFICE: (772) 461-7508 FAx: (772) 461-8880
I DENSITY OF SOIL IN PLACE I
Client: Incom Properties
Contractor: Client
Site: First Source Commerce Park
Building F, Column Pads
Report Date: 8/15/06
Technician: R. An1Qom
Remarks:
All elevations are below bottom of footing.
• The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods.
The Hand Cone Penetrometer (HCP) test, in conjunction with information about the soil type, is empirically correlated to the
relative density of the subsurface soils.
• The laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557.
Distribution: Reviewed by:
Client - 2 A. M. ENGINEERING -AND TESTING, INC.
Richard Boyette
Florida Registration No. 42485
S:IFort Pierce OfceWetAppsIAMDATAVncom ProperneslFirst Source Commerce Pmk1496499 Density
E
3UILDING "F"I
R 51011.4 O
1MW'X R'417 0
M0.`R.
f.F.6= 2200
a.
dad
A. M. ENGINEERING A� TESTING, INC.
3504 INDUSTRIAL 33RD STREET
FT. PIERCE, FLoRIDA 34946
LOCAL OFFICE: (772) 461-7508 FAX: (772) 461-8880
DENSITY OF SOIL IN PLACE
Client: Incom Properties
Contractor: Client
Site: First Source Commerce Park
Building F, Stemwall Backfill
Report Date: 8/15/06
Technician: R. Ankrom
Test
No.
Date
Tested
Location
Eleva-
tion
(ft)
Field Test Results
Proctor
Max
Dry
Density
c
Com action
Pass/
Fail
HCP
HZO
%
Dry
Density
(eF)
Probe
Depth
in
In
Place
%
Min
Req'd
(%)
500
8110106
Map Location 7
0-1
40
12.7
116.4
12
122.0
95.4
95
P
501
1 1
1-2
60+
12
122.0
95+
95
P
502
2-3
45
12
122.0
95+
95
P
503
3-4
40
12
122.0
95+
95
P
504
8/11/06
Map Location 8
0-1
45
11.9
113.6
12
117.0
97.1
95
P
505
1-2
60+
12
117.0
95+
95
P
506
2-3
40
12
122.0
95+
95
P
507
3-4
40
12
122.0
95+
95
P
508
Map Location 9
0-1
40
12.2
1.12.7
12
117.0
96.3
95
P
509
1-2
60+
12
117.0
95+
95
P
510
2-3
40
12
122.0
95+
95
P
511
3-4
40
12
122.0
95+
95
P
Remarks:
All elevations are below bottom of slab.
• The field density tests were performed in general compliance with ASTM'D 2922, Density of Soil in Place by Nuclear Methods.
• The Hand Cone Penetrometer (HCP) test, in conjunction with information about the soil type, is empirically correlated to the
relative density of the subsurface soils.
• The laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557.
Distribution: Reviewed by:
Client - 2 A. M. EN.GJNEERING AND TESTING, INC.
Richard Boyette
Florida. Registration No. 42485
S.Wort Pierce OfficelNetAppsUMDATAVncom Propertiesnrst Source Commerce ParM500-511 Density
2 smnv
1el 0.00P - 121.400 50.
MRYR
F.M- 22.0050.
n
6
I. I t*40
1
U. / "' Al 1I1 . dd ... I 1 exR�I I I 1 aM55yY I A
/
A. M. ENGINEERING AL.- TESTING, INC.
3504 INDUSTRIAL 33R0 STREET
FT. PIERCE, FLoRIDA 3 494 6
LOCALQFFICE: (772)461-7508 FAX: (772)461-8880
I DENSITY OF SOIL IN PLACE I
Client: Incom Properties
Contractor: Client
Site: First Source Commerce Park
Building F, Stemwall Backfill
Report Date: 8/15/06
Technician: R. Ankrom
Test
No.
Date
Tested
Location
Eleva-
tionTHCP�2.0
(it)
Field Test Results
Proctor
Max
Dry
Density
c
Com action
Pass/
Fail
Dry
Density
c
[Depthrobe
(in)
In
Place
Min
Req'd
512
8/16/06
Map Location 10
0-1
45
9.7
113.7
12
117.0
97.2
95
P
513
1-2
60
12
117.0
95+
95
P
514
2-3
60
12
117.0
95+
95
P
515
3-4
45
12
122.0
95+
95
P
Remarks:
• All elevations are below bottom of slab.
• The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods.
The Hand Cone Penetrometer (HCP) test, in conjunction with information about the soil type, is empirically correlated to the
relative density of the subsurface soils.
• The laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557.
Distribution:
Client - 2
Reviewed by: A. W. ENGINEERING AND 'BESTING, INC.
Richard Boyette
Florida Registration No. 42485
IlServer-amelcompanylForl Pierce OfceWetAppsUM DATAVncom PropertteslFirst Source Commerce ParkU12-5/5 Density
A. M. ENGINEERING At', TESTING, INC.
3504 INDUSTRIAL 33RD STREET
FT. PIERCF, FLORIDA 34946
LoCAI.OFFICE: (772) 461-7508 FAx: (772) 461-8880
DENSITY OF SOIL IN PLACE
Client: Incom Properties
Contractor: Client
Site: First Source Commerce Park
Building F, Stemwall Backfill
Report Date: 8/15/06
Technician: R. Ankrorn
Test
No.
Date
Tested
Location
Eleva-
tion
(it)
Field Test Results
Proctor
Max
Dry
Density
c
Com action
Pass/
Fail
HCPJ
H2O
%
Dry
Density
(c
Probe
Depth
in
In
Place
Min
Req'd
512
8/16/06
Map Location 10
0-1
45 1
9.7 1
113.7
12
117.0
97.2
95
P
513 1
1-2
60
12
117.0
95+
95
P
514
2-3
60
12
117.0
95+
95
P
515
3-4
45
12
122.0
95+
95
P
Remarks:
• All elevations are below bottom of slab.
• The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods.
• The Hand Cone Penetrometer (HCP) test, in conjunction with information about the soil type, is empirically correlated to the
relative density of the subsurface soils.
The laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557.
Distribution: Reviewed by:
Client - 2 A. Mm�. ENGINEERING a NDTESTING, INC.
Richard Boyette
Florida Registration No. 42485
1 &,,,r-omekompanffort Pierce OfceWetAppsIAM DATWJncom ProperftestFirst Source Commerce ParkU12-515 Density
I
3UILDING "F'
2 SMRY
1.1 ROOR - 1M.498 So.
&MZAMM - 2.417 SM rr-
F.F.t, 22-00
b