HomeMy WebLinkAboutMoisture - Density Relationship; 08-02-2006A. M. ENGINEERING AND TESTING, INC.
3504INDUSTRIAL FLORIDASTREET
FORT PIERCE, RtD34946
LOCAL OFFICE: (772) 461-7508 FAx (772) 461-8880
MOISTURE - DENSITY RELATIONSHIP OF SOIL
REC
Client: Incom EIV�D Properties Report Date: August 2, 2006
411f, 1 Project No.:
Test No.: 417
Project: First Source Commerce
®~�^`
Contractor: Client
SAMPLE DATA
Date Sampled:
JJuly 26, 2006
1 Sampled by: R. Ankrom
Location:
I Composite
Elevation: Fill
Descri tion:
I Brown fine sand, little silt and clay
w
U
511
M
120
118
114
112
MOISTURE DENSITY CURVE
6 8 10
Moisture, %
Distribution:
Client - 2
RGA/pm
12 14
TEST METHOD - ASTM D 1557
Technician:
M. Barkley
Test Method
C
Preparation:
Dry
Hammer:
Mechanical
Hammer Face:
Sector
RESULTS
Maximum Dry Density*
117.0 Pcf
Optimum Moisture Content*
1 10.6 %
"The maximum density is reported to 0.1 lb./cu. ft. and optimum moisture to
the nearest 0.1 % for information only. ASTM calls for these to be reported.
to the nearest 0.5 lb./cu. R or percent, respectively.
Reviewed by:.
A.:M. ENGINEI;P.ING A, M TESTING, INC.
Rebecca Grant Ascoli
Florida Registration No. 51863
M. ENGINEERING AND T ,: LING, INC.
3504 INDUSTRIAL 33RD STREET
FORT 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
Stemwall Backfill, Building F
Report Date: 8/2/06
Technician: R. Ankrom
Test
No.
Date
Tested
Location
Eleva-
tion
(ft)
Field
Test Results
Proctor
Max
Dry
Density
(c
Com action
Pass/
Fail
HCP
H2O
a/a
Dry
Density
c
Probe
Depth
in
In
Place
%)
Min
Req'd
%)
418
7/18/06
Map Location 1
0-1
60
12
122.0
95+
95
P
419
"
1-2
40
12.2
116.3
12
122.0
95.3
95
P
420
Map Location 2
0-1
55
12
122.0
95+
95
P
421
11-2
40
10.6
117.4
12
122.0
96.2
95
P
422
7/19/06
Map Location 3
0-1
55
12
122.0
95+
95
P
423
"
1-2
40
11.4
116.7
12
122.0
95.7
95
P
424
Map Location 4
0-1
60
12
122.0
95+
95
P
425
"
1-2
40
11.8
116.4
12
122.0
95.4
95
P
426
7/24/06
Map Location 1
2-3
40
11.7
116.3
12
122.0
95.3
95
P
427
Map Location 2
2-3
40
12.1
117.2
12
122.0
96.1
95
P
428
Map Location 3
2-3
40
12.4
116.5
12
122.0
95.5
95
P
429
Map Location 4
2-3
40
13.3
115.9
12
122.0
95.0
95
P
430
8/1/06
Map Location 1
3-4
45
12.9
113.7
12
117.0
97.2
95
P
431
Map Location 2
3-4
40
10.4
112.2
12
117.0
95.9
95
P
432
Map Location 3
3-4
40
1 10.11
112.6
12
117.0
96.2
95
P
433
Map Location 4
3-4
45
1 11.31
113.3
12
1 1 ITT
1 96.8
95
P
Remarks:
• All elevations are above 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.
0-
Distribution: Reviewed by. -
Client - 2 A. M..ENGINEEAING AND -TESTING, INC.
Rebecca Grant Ascoli, P. E:
Florida"Registration No. 5`1863
lWrver-nmelcompanffort Pierre 0JJiceWe1AppA4MDATAVucom PropertieslFirst Source Commerce Park1418-433 Density
3UILDING "IF 01
2 STORY
ld FLOOR - 121.486 SQ. FT.
MEZZANKE - 2,417 M FT.
F.F.E.q 4200
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A. M.
AND TESTI 'i -" INC.
DENSITY OF SOIL IN PLACE - continued
Client: Incom Properties
Contractor: Client
Site: First Source Commerce Park
Foundation Fill, Building F
Report Date:
Technician:
Page 2 of 2
8/2/06
R. Ankrom
Test
No.
Date
Tested
Location
Eleva-
lion
(ft)
Field Test Results
Proctor
Max
Dry
Density
(c
Com action
Pass/
Fail
HCP
H2O
°/a)
Dry
Density
c
Probe
Depth
in
In
Place[vm)
%
Min
eq'd
449
7/26/06
Map Location 16
1-2
12.1
117.2
12
122.0
96.1
95
P
450
17
1-2
11.2
116.4
12
122.0
95.4
95
P
451
7/28/06
18
1-2
13.3
115.9
12
122.0
95.0
95
P
452
19
1-2
12.7
116.2
12
122.0
95.2
95
P
453
20
1-2
12.4
116.7
12
122.0
95.7
95
P
454
7/31/06
21
1-2
13.2
116.0
12
122.0
95.1
95
P
455
22
1-2
11.8
116.3
12
122.0
95.3
95
P
456
23
1-2
11.6
116.9
12
122.0
95.8
95
P
457
24
1-2
12.1
117.2
12
122.0
96.1
95
P
Remarks:
• All elevations are above stripped surface.
• 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.
Reviewed by:
Distribution: A. M. ENGINEERING AND TESTING, INC.
Client - 2�Z.
Rebecca Grant Ascpli; P. E. -
Florida Registration No. 51.863
I LServer-amelcompanyWort Pierce OfreWelAppsUM DATAVncom PropertieslFirst Source Commerce Parkl434-457 Density
I
Is r
lilt
"00 BUILDIAM
2 STORY
1.1 FLOOR 121.485 SQ.
E M 2LWM - 2,417SQ.
FAL- 22.08
.1b
a I
M. ENGINEERING AND T _1 LING, INC.
3504 INDUSTRIAL 33RD STREET
FORT 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
Foundation Fill, Building F
Report Date: 8/2/06
Technician: R. Ankrom
Test
No.
Date
Tested
Location
Eleva-
tion
(it)
Field Test Results
Proctor
Max
Dry
Density
C
Com action
Pass/
Fail
HCP
H2O
Dry
Density
C
Probe
Depth
In
In
Place
Min
Req'd
458
7/31/06
Map Location 1
2-3
12.2
116.3
12
122.0
95.3
1 95
P
459 1
1
2
2-3
11.8
112.8
12
117.0
96.4
95
P
460
3
2-3
12.41
113.8
12
117.0
97.3
95
P
461
4
2-3
10.9
116.5
12
122.0
95.5
95
P
462
5
2-3
11.3
116.0
12
122.0
95.1
95
P
463
6
2-3
12.6
112.3
12
117.0
96.0
95
P
464
7
2-3
10.7
113.6
12
117.0
97.1
95
P
465
8
2-3
11.4
112.2
12
117.0
95.9
95
P
466
8/2/06
9
2-3
11.0
111.6
12
117.0
95.4
95
P
467
10
2-3
11.11
113.6
12
117.0
97.1
95
P
468
11
2-3
9.4
113.4
12
117.0
96.9
95
P
469
12
2-3
10.4
116.8
12
122.0
95.7
95
P
470
13
2-3
10.9
114.3
12
117.0
97.7
95
P
471
14
2-3
10.4
113.9
12
117.0
97.4
95
P
Remarks:
• All elevations are above 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: Y;
Client - 2 A. M. ENGINEERING AND TESTING, INC.
Rebecca Grant Ascoli, P. E.
Florida Registration No. 51863
IlSener-mnelmmpanffort Pierre Og1ceWeL4ppsLIMDATAVncom PropertleslFirst Source Commerce Park1458-471 Density
m
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M. ENGINEERING AND T . _ 'rING, INC.
3504 INDUSTRIAL 33RD STREET
FORT 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
Column Pad, Building F
Report Date: 8/2/06
Technician: R. Ankrom
Test
No.
Date
Tested
Location
Eleva-
tion
(ft)
Field Test Results
Proctor
Max
Dry
Density
(c
Compaction
Pass/
Fail
HCP
H2O
Dry
Density
c
Probe
Depth
in
In
Place
Min
Req'd
472
8/l/06
Map Location I
0-1
1
10.71
117.2
12
122.0
96.1
95
P
473
1
2
0-1
9.9
119.1
12
122.0
97.6
95
P
474
3
0-1
11.6
117.8
12
122.0
96.6
95
P
475
4
0-1
10.4
118.3
12
122.0
97.0
95
P
476
8/2/06
5
0-1
11.0
117.5
12
122.0
96.3
95
P
477
6
0-1
12.3
118.4
12
122.0
97.0
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 f_F,STING, INC.
Rebecca Grant Ascoli, P. E.
Florida Registration No. 51861
I LServer-amelcompmrylFort Pierce OfficeWetAppsWMDATAVncom PropertieslFirst Source Commerce Park1471-477 Density
3& 1
3UILDING "F"
2 STORY
1.4 nooR - MASS SO. R.
,UUNME - 2.417 SM R.
FYI, 22.00
7s-
14.
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TOM
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