HomeMy WebLinkAboutDENSITY OF SOIL IN PLACEA. M. ENGINEERING AND TESTING CT4111V hll�'.
EP 2
590 N.W. WRCANTELE PLACE SEP 2 8 2007
J? PORT ST.,/]�UCIE, FLORIDA 34986
(772) 24-3575 FAX: (772) 924-3580
sUmAp NW11". B
DENSITY OF SOIL IN PLACE
Client: B & E Houck Enterprises
2982 Curtis King
Fort Pierce, Florida 34946
Contractor: Client
Site: St. Lucie International Airport
Fort Pierce, St. Lucie County, I
Hanger # 3, Foundation Fill
ReportDate: -September 26,2007
Project No.: PSL1855
Lab No.: 14
Technician: M. MacAdie
Page No 0
Permit �0..
V
Test
No.
Date
Tested
I
Location
Eleva-
tion
(ft)
Field Test Results
Proctor
Max
Dry
Density
(pcf)
Compaction
Pass/
Fail
HCPTH20
S
Dry
Density
(pcf)
Probe
Depth
(in)
In
Place
(0/11)
Min
Req'd
(0/0)
1
16/25/07
Northwest Comer
19-20f
80
95+
95
P
2
fill
20-211
60
8.6
1 107.0
-12
110.0
97.3
95
P
3
6/26/07
fill
21-22
65
7.0
1 107.3
12
110.0
97.5
95
P
4
6/27/07
1111
22-23
80
8.3
108.7
12
110.0
98.8
95
P
5
6/28/07
11 it
23-24
70
9.2
107.9
12
110.0
98.1
95
P
6
6/25/07
Southwest Cornei
19-20
60
95+
95
P
7
fill
20-21
60
8.0
106.5
12
110.0
96.8
95
P
8
6/26/07
'If?
21-22
50
8.2
106.0
12
110.0
96.4
95
P
9
6/27/07
Till
22-23
80
7.8
110.1
12
110.0
100.1
95
P
10
6/28/07
fill
23-24
50
8.5
105.8
12
110.0
96.2
95
P
11
6/25/07
50'East of West Side, Center
19-20
60
95+
95
P
12
lilt
20-21
60
7.1
106.6
12
110.0
96.9
95
P
13
6/26/07
?fit
21-22
80
6.8
109.1
.12
110.0
99.2
95
P
14
6/27/07
fill
22-23
80
8.4
t09.6
12
110.0
99.6
95
P
15
6/28/07
fell/
23-24
60
6.9
107.1
12
110.0
97.4
95
P
16
6/25/07
50'West of Easi Side, Center
19-20
60
1
95+
95.'.
P
17
/ it
20-21
70
9.3
108.0
12
110.0
98.2
95
P
18
6/26/07
21-22
65
8.6
106.9
12
110.0
97.2
95
P
19
6/27/071
122-231
80 1
8.1
109.4 1
12
110.0
99.5
95
P
1 20 16/28/071
123-241
50 1
9.3
106.0 1
12
110.0
96.4
95 1
P
Remarks:
• Field density tests were perform/ed in general compliance 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 maximurp dry density was determined in accordance with ASTM D1557.
\\Server-ame\company\AM Dbta\B & E Houck Enterprises - Various - PSL]855\West Hangars on Aimians Drive, Ft Pierce, SLCV4 - Hanger 3,
Foundation Fill - Den.
M
A. M. ENG
590 N.W.
PORT ST.
OFFICE: (772) 9
DENSITY OF
Client: B & E Houck Enterprises
2982 Curtis King
Fort Pierce, Florida 34946
Contractor: Client
Site: St. Lucie International Airport
Fort Pierce, St. Lucie County, Florida
Hanger # 3, Foundation Fill
G AND TESTING, INC.
ICANTILE PLACE
IE, FLORIDA 34986
575 FAX: (772) 924-3580
IN PLACE
Report Date
Project No.:
Lab No.:
Technician:
Page No.:
Permit No.:
September 26, 2007
PSLI855
14
M. MacAdie
2 of 2
0703-0174
Test
No.
Date
Tested
Location
IField
El,eva-
t I ion
(ft)
Test Results
Proctor
Max
Dry
Density
(pcf)
Compaction
Passt
Fail
HCPTH20
S
Dry
Density
(pcf)
Probe '
Depth
(in)
In
Place
(0/0)
Min
Req'd
(0/0)
21
6/25/07
Northeast Comer
19-20
60
95+
95
P
22
60
8.4
106.1
12
110.0
96.5
95
P
23
6/26/07
fill
2� - 22
80
9.6
109.5
12
110.0
1 99.5
95
P
24
.6/27/07
fill
2� - 23
60
7.4
106.3
12
110.0
96.6
95
P
25
16/28/07
It it
J3 - 24
60
1 8.0
107.0
12
110.0
97.3
95
P
26
6/29/07
fill
�4 - 25
50
9.3
106.0
12
110.0
96.4
95
P
27
6/25/07
Southeast Comer
i9 - 20
60
95+
95
P
28
20-21
80
10.1
110.3
12
110.0
100.3
95
P
29
.6/26/07
lilt
�1 - 22
60
8.7
106.7
12
110.0
97.0
95
P
30
6/27/07
fill
�2-23
60
9.5
107.4
12
110.0
97.6
95
P
31
6/28/07
fit,
123-24
60
1 9.0 1
107.1
12
110.0
97.4
95
P
32
6/29/07
fill
124-25
60
8.1
106.8
12
110.0
97.1
. 95
P
33
6/25/07
Center of Office
19 - 20
60
95+
95
P
34
fill
20-21
60
8.8
108.1
12
110.0
98.3
95
P
35
6/26/07
21-22
80
9.2
109.3
12
110.0
99.4
95
P
36
6127/07
22-23
70
7.3
107.9
12
110.0
98.1
95
P
37
6/28/07
1.23-24
60
7.7
106.3
12
110.0
96.6
95
P
38 .6/29/071
1124-25
65
8.6
106.9
12
110.0
97.2
95
P
Remarks:-
• Field density tests were performed in general compl
• Hand Cone Penetrometer (HCP) tests, in conjunctio
relative density of the subsurface soils.
• Laboratory Proctor maximum dry density was deten
Distribution:
Client - 3
SLC Bldg. Dept. - I
PCNVah
\\Server-ame\company\AM Data\B & E Houck Enterprises -
Foundation Fill - Den.
nce with ASTM D2922, Density of Soil in Place by Nuclear Methods.
with information about the soil type, afe,eMpirically correlated to the
A�
ined in accordance with ASTM D 1551.
Reviewed by:
A. M. EtN,91NEERING AND TESTING, INC.
Paul C. Martin.-P�&
Florida Registration No. 65051
PSLI 855\West Hangars on Airmans Drive, Ft Pierce, SLC\l 4 - Hanger 3,