HomeMy WebLinkAboutDENSITY OF SOIL IN PLACEA. M. ENGINEE G AND TESTIT
590 N. . MERCANTILE PLACE
PORT ST. LU6E, FLORIDA 34986
OFFICE: (772)9:24-13575 FAX: (772)924-3!
DENSITY OF SOIL IN PLACE
9 &.L 1% %- .
JUL 2 0 2007
Client: B & E Houck Enterprises
-199
Report Date:
July 20, 2007
2982 Curtis King
Project No.:
PSL1855
Fort Pierce, Florida 3.4946
Lab No.:
9
Contractor: Client
Technician:
M. MacAdie
Site: St. Lucie International Airport
Page No.:
1 of2
Fort Pierce, St. Lucie County, Florida
Permit No.:
0701-0217
Hanger # 1, Foundation Fill
Test
No.
Date
Tested
Location
iField
Ele�a-
tion
I
(ft)
Test Results
Proctor
Max
Dry
Density
(pef)
Compaction
Pass/
Fail
HCP
H20
Dry
Density
(pcf)
Probe
Depth
(in)
In
Place
(%)
Min
Req'd
M
1
6/20/07
Southwest Comer
191-20
60
1
95+
95
1 P
2
fill
20��- 21
80
6.0
109.9
12
110.0
99.9
95
1 P
3
6/21/07
fill
21] - 22
80
7.3
110.6
12
110.0
100.5
95
P
4
6/22/07
lift
22-23
70
8.5
107.3
12
110.0
97.5
95
P
5
6/25/07
lift
23-24
60
8.6
106.0
12
110.0
96.4
95
P
6
6/20/07
Southeast Comer
10-20
60
95+
95
P
7
lift
2,b - 21
80
7.1
109.1
12
110.0
99.2
95
P
8
6/21/07
It??
�1 - 22
60
8.0
106.7
12
110.0
97.0
95
P
9
6/22/07
fill
�2 - 23
60
9.3
105.8
12
110.0
96.2
95
P
10
6/25/07
lift
�3 - 24
80
9.5
110.0
12
110.0
100.0
95
P
11
6/26/07
Fill
24-25
60
6.2
106.0
12
110.0
96.4
95
P
12
6/20/07
Center of Office
;il9 - 20
860
95+
95
P
13
fill
120-21
80
6.9
109.2
12
110.0
99.3
95
P
14
6/21/07
fill
�21 - 22
80
8.0
109.0
12
110.0
99.1
95
P
15
6/22/0.7
fill
22-23
60
6.1
107.3
12
110.0
97.5
95
P
16
6/25/07
fill
23-24
80
7.4
109.5
12
110.0
99.5
95
P
17
6/26/07
tiff
24-25
60
7.0
106.1
12
110.0
96.5
95
P
18
6/22/07
Northeast Comer 1; 1
19-20
80
95+
95
P
19
fill
20-21
60
8.9
108.7
12
110.0
9S.8
95
P
20
fill
21-221
60
1 9.3
1 106.1
1 12
1 110.0
1 96.5
95
L-- _
1
21
6/25/07
lift
22-23
70
8.0
107.9
12
I
110.0
98.1
95
P
22
16/26/071
fill
23-24
80
Ll�]
6.4
109.1
12
I I 10 n
I
--
Remarks:
• Field density tests were performed in general comp!iance with ASTM D2922, Density of Soil in Place by Nuclear Methods.
• Hand Cone Penetrometer (HCP) tests, in conjunction with information about the soil type, are empirically correlated to the
relative density of the subsurface soils.
• Laboratory Proctor maximum dry density was detei-mined in accordance with ASTM Dt557.
'.�SERP'ER-,I.VIE�ConipanyWill[DatalB& Effouck Enterprises-! Various-PSL18551 West Hangars on.4irmans Drive. Ft Pierce. SLC9-ffanger 1. F. Fill
- Dens I
Client:
Contractor:
Site:
A. M. ENGINEERI�G AND TESTING, INC.
590 N.W. INI�RCANTILE PLACE
PORT ST. LUCIE, FLORIDA 34986
OFFICE: (772) 924-i575 FAX: (772) 924-3580
DENSITY OF
B & E Houck Enterprises
2982 Curtis King
Fort Pierce, Florida 34946
Client
St. Lucie International Airport
Fort Pierce, St. Lucie County, Florida
Hanger # 1, Foundation Fill
IL IN PLACE
Report Date:
July 20, 2007
Project No.:
PSL1855
Lab No.:
9
Technician:
M. MacAdie
Page No.:
2 of 2
Permit No.:
0701-0217
Test
No.
Date
Tested
Location
Eleval
tion
(11)
Field Test Results'
Proctor
Max
Dry
Density
(pcf)
Compaction
Pass/
Fail
1
THCP�2.0
Z
Dry
Density
(pcf)
Probe
Depth
(in)
In
Place
(%)
Min
Req'd
(%)
23
6/20/071
Northwest Comer
19-2,0
80
95+
95
P
24
fill
20 - �l
80
8.7
110.0
12
110.0
100.0
95
P
25
6/21/07
pill
21
60
9.1
106.8
12
110.0
97.1
95
P
26
6/22/07
fill
22-23
80
10.3
109.2
12
110.0
99.3
95
P
27
6/25/07
23 - �,4
80
8.7
109.0
12
110.0
99.1
95
P
28
6/20/07
50 feet West of East Side, Center
19 - ��O
60
95+
95
P
29
fill
20 - � 1
60
9.6
107.0
12
1 110.0
97.3
95
P
30
6/21/07
fill
21-22
60
7.1
106.3
12
110.0
96.6
95
P
31
6/22/07
till
22-23
80
6.3
109.7
12
110.0
99.7
95
P
32
6/25/07
fill
23-124
60
9.2
105.6
12
110.0
96.0
95
P
33
6/26/07
50 feet East of West Side, Center
24-25
60
95+
95
P
34
6/20/07
fill
19 20
80
9.0
109.1
12
110.0
99.2
95
P
35
fill
20 � 21
80
8.5
109.3
12
110.0
99.4
95
P
36
6/21/07
lilt
21122
80
6.1
110.4
12
110.0
100.4
95
P
37
6/22/07
lilt .22
1,23
60
7.3
107.5
12
110.0 ,
97.7
95
P
Remarks:
• Field density tests were performed in general compliance �ith ASTM D2922, Density of Soil in Place by Nuclear Methods.
• Hand Cone Penetrometer (HCP) tests, in conjunction withl information about the soil type, are empirically correlated to the
relative density of the subsurface soils.
• Laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557.
Distribution: Reviewed by:
Client - 3 A. M. ENGINEERING ANb TESTING, INC.
�-�/ 1-2-ole
PCM/js
Paul C.'-Martin, -P.-E-. : - ' I -
Florida Registration No. 65051
''ISER VER-AME'Company'A.V DatdB & E Houck Enterprises - Var
- Dens
- PSL 1855'PVest Hangars on.4irmans Drive, Ft Pierce. SLC�9 - Hanger 1. F. Fill