11. appendix a: moment distribution diagrams for pile...
TRANSCRIPT
Rev. 01
Date: September 30, 2012 Project.: COUVA CHILDREN’S HOSPITAL COUVA, TRINIDAD
Title: EISL-412-DD-TR-2012 – FINAL
GEOTECHNICAL REPORT
Page 106
11. APPENDIX A: MOMENT DISTRIBUTION DIAGRAMS FOR PILE
DESIGN.
x
y
450 mm diam.
Code: ACI 318-11
Units: Metric
Run axis: About X-axis
Run option: Investigation
Slenderness: Not considered
Column type: Structural
Bars: ASTM A615
Date: 05/13/12
Time: 21:09:26
spColumn v4.80. 15 day trial license. Locking Code: 4-214C8. User: Rommel, Microsoft
File: untitled.col
Project:
Column: Engineer:
f'c = 35 MPa fy = 400 MPa Ag = 159043 mm^2 8 #8 bars
Ec = 27806 MPa Es = 200000 MPa As = 4077 mm^2 rho = 2.56%
fc = 29.75 MPa Xo = 0 mm Ix = 2.01e+009 mm^4
e_u = 0.003 mm/mm Yo = 0 mm Iy = 2.01e+009 mm^4
Beta1 = 0.796192 Min clear spacing = 72 mm Clear cover = 85 mm
Confinement: Spiral
phi(a) = 0.85, phi(b) = 0.9, phi(c) = 0.75
P ( kN)
Mx ( kNm)
7000
-2000
3000
fs=0.5fy
fs=0
(Pmax)
(Pmin)
fs=0.5fy
fs=0
x
y
600 mm diam.
Code: ACI 318-11
Units: Metric
Run axis: About X-axis
Run option: Investigation
Slenderness: Not considered
Column type: Structural
Bars: ASTM A615
Date: 05/17/12
Time: 14:32:39
spColumn v4.80. 15 day trial license. Locking Code: 4-214C8. User: Rommel, Microsoft
File: untitled.col
Project:
Column: Engineer:
f'c = 35 MPa fy = 400 MPa Ag = 282743 mm^2 8 #8 bars
Ec = 27806 MPa Es = 200000 MPa As = 4077 mm^2 rho = 1.44%
fc = 29.75 MPa Xo = 0 mm Ix = 6.36e+009 mm^4
e_u = 0.003 mm/mm Yo = 0 mm Iy = 6.36e+009 mm^4
Beta1 = 0.796192 Min clear spacing = 130 mm Clear cover = 85 mm
Confinement: Spiral
phi(a) = 0.85, phi(b) = 0.9, phi(c) = 0.75
P ( kN)
Mx ( kNm)
10000
-2000
7000
fs=0.5fy
fs=0(Pmax)
(Pmin)
fs=0.5fy
fs=0
Rev. 01
Date: September 30, 2012 Project.: COUVA CHILDREN’S HOSPITAL COUVA, TRINIDAD
Title: EISL-412-DD-TR-2012 – FINAL
GEOTECHNICAL REPORT
Page 107
12. APPENDIX B: BOREHOLE LOGS
20,78
18,75
16,57
19,61
0,0
13,59
12,52
12,51
20,75
21,89
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
40
30
35
36
31
30
24
26
25
16
17
18
19
20
36
34
36
36
39
10
9
19
37
48
52
74
99
97
61
82
44
60
20
34
40
47
43
Moist, dark and light brown with grey,firm, Sandy Silty CLAY.Moist, yellow brown and grey, very firm,Silty CLAY.Moist, light yellow with reddish brown andgrey, very firm, Sandy Silty CLAY.
Moist, light yellow with brown and grey,hard, Silty CLAY with iron oxides.
Moist, brown and light grey, very dense,Clayey Silty SAND.Moist, light brown and grey, hard, SandySilty CLAY with iron oxides.Moist, orange brown and grey, hard, SiltyCLAY.
Moist, light brown and light grey, hard,Sandy Silty CLAY.
Moist, dark grey, firm, Silty CLAY withiron oxides.
Moist, olive grey and dark grey, hard, SiltyCLAY.
END OF BOREHOLE AT 18.90m
LL
LOG OF BOREHOLE BH 01
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 1
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
47.5
46.5
45.5
44.5
43.5
42.5
41.5
40.5
39.5
38.5
37.5
36.5
35.5
34.5
33.5
32.5
31.5
30.5
29.5
28.5
27.5
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: 673279, Northing: 1150550
Immediate Water Level
After Boring
24hr Water Level
Date Started: 2 August 2012Date Completed: 2 August 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring): 1.83 mWL (24 hr):
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
19,70
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
12
26
44
32
34
34
32
33
34
36
29
32
26
22
18
20
23
6
13
23
39
50
36
53
34
50
59
86
86
77
60
107
56/4"
Moist, light brown and dark brown, loose,lensed Clayey Silty SAND with gravel.Moist, reddish yellowish brown, firm, SiltyCLAY with iron oxide.
Moist, reddish light grey, very firm, SiltyCLAY with iron oxide.
Moist, yellowish light grey, hard,slickensided Silty CLAY with iron oxide.
Moist, yellowish dark grey, hard,slickensided Silty CLAY with iron oxide.Moist, reddish yellowish rust brown andgrey, hard, slickensided Silty CLAY withiron oxide.
Moist, yellowish light grey, very dense,Silty Clayey SAND.
END OF BOREHOLE AT 15.85m
LL
LOG OF BOREHOLE BH 03
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 2
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
53.0
52.0
51.0
50.0
49.0
48.0
47.0
46.0
45.0
44.0
43.0
42.0
41.0
40.0
39.0
38.0
37.0
36.0
35.0
34.0
33.0
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: 673285, Northing: 1150516
Immediate Water Level
After Boring
24hr Water Level
Date Started: 1 August 2012Date Completed: 1 August 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring): 1.24 mWL (24 hr): 0.71 m
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
>>
19,60
21,69
26,79
20,66
15,49
1
2
3
4
5
6
7
8
9
10
26
31
28
34
31
47
33
27
31
26
10
12
26
32
33
38
31
66
62
50/5"
Moist, dark brown, firm, Silty CLAY withroots and organics; organic odour.Moist, grey and brown, firm, Silty CLAYwith Sand, organics and oxides.Moist, grey and rusty, yellowish brown,very firm, Silty CLAY with Sand andorganics.Moist, grey and yellowish brown, veryfirm, Silty CLAY with iron oxides.Moist, grey and yellowish, reddish brown,hard, Sandy Silty CLAY.Moist, grey and mottled reddish brown,hard, Silty CLAY with iron oxides.
Moist, grey and light yellow, hard, SiltyCLAY.
END OF BOREHOLE AT 7.32m
LL
LOG OF BOREHOLE BH 04
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 3
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
53.0
52.0
51.0
50.0
49.0
48.0
47.0
46.0
45.0
44.0
43.0
42.0
41.0
40.0
39.0
38.0
37.0
36.0
35.0
34.0
33.0
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: 673292, Northing: 1150470
Immediate Water Level
After Boring
24hr Water Level
Date Started: 27 July 2012Date Completed: 27 July 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring):WL (24 hr):
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
21,71
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
42
35
36
34
34
31
36
26
31
22
21
21
8
11
29
31
35
55
37
42
49
97
85
60/6"
Moist, reddish dark brown, medium,laminated Silty CLAY with roots & ironoxide.Moist, reddish yellowish grey, firm to veryfirm, laminated Silty CLAY with ironoxide.Moist, reddish yellowish grey, hard,stratified Silty CLAY with iron oxide.
Moist, reddish yellowish grey, hard,laminated Silty CLAY with iron oxide.
WASH OUT.
Moist, grey, hard, homogeneous SiltySandy CLAY.
WASH OUT.
Moist, grey, hard, lensed Silty SandyCLAY.END OF BOREHOLE AT 12.80m
LL
LOG OF BOREHOLE BH 05
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 4
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
53.0
52.0
51.0
50.0
49.0
48.0
47.0
46.0
45.0
44.0
43.0
42.0
41.0
40.0
39.0
38.0
37.0
36.0
35.0
34.0
33.0
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: 673337, Northing: 1150492
Immediate Water Level
After Boring
24hr Water Level
Date Started: 3 August 2012Date Completed: 3 August 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring): 2.18 mWL (24 hr): 0.66 m
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
1
2
3
4
5
6
7
8
9
10
11
12
13
14
29
24
42
18
23
25
26
29
30
30
29
30
29
30
9
17
24
29
45
17
29
34
40
19
12
18
18
Moist, light brown and dark grey, firm tovery firm, Silty CLAY with organics &roots.
Moist, light brown and light grey, mediumdense, Clayey Silty SAND.
Moist, light brown and light grey, veryfirm, Silty Sandy CLAY.Moist, dark grey and brown, hard, SiltyCLAY with traces of iron oxide.
END OF BOREHOLE AT 11.28m
LL
LOG OF BOREHOLE BH 06
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 5
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: , Northing:
Immediate Water Level
After Boring
24hr Water Level
Date Started: 28 August 2012Date Completed: 28 August 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring):WL (24 hr):
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
31
25
30
28
29
33
33
35
34
37
36
37
36
34
36
36
9
16
35
31
18
30
19
26
28
18
24
22
36
37
32
55
Moist, reddish brown and grey, firm tohard, slickensided Silty CLAY with ironoxide.
Moist, brown and dark brown, very firm,slickensided Silty CLAY with cementedparticles & iron oxide.
WASH OUT.
Moist, grey and brown, very firm,slickensided Silty CLAY with iron oxide.
WASH OUT.
Moist, dark grey and brown, very firm,slickensided Silty CLAY with iron oxide.
END OF BOREHOLE AT 18.90m
LL
LOG OF BOREHOLE BH 07
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 6
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
52.5
51.5
50.5
49.5
48.5
47.5
46.5
45.5
44.5
43.5
42.5
41.5
40.5
39.5
38.5
37.5
36.5
35.5
34.5
33.5
32.5
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: 673356, Northing: 1150455
Immediate Water Level
After Boring
24hr Water Level
Date Started: 9 August 2012Date Completed: 10 August 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring):WL (24 hr): 0.74 m
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
22,85
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
31
28
45
35
37
38
37
37
37
36
36
35
35
33
8
16
8
11
13
15
18
23
20
32
23
19
35
Moist, reddish light brown and grey,medium to firm, slickensided Silty CLAYwith roots.
Moist, bluish grey and light brown, firm,slickensided Silty CLAY with iron oxide.WASH OUT.
Moist, bluish grey and yellowish brown,very firm, slickensided Silty CLAY withiron oxide.
Moist, grey and yellow, hard, fissured SiltyCLAY with iron oxide.Moist, dark grey and yellowish reddishbrown, very firm, slickensided Silty CLAYwith iron oxide.
WASH OUT.
Moist, dark grey and yellowish reddishbrown, hard, slickensided Silty CLAY withiron oxide.END OF BOREHOLE AT 12.80m
LL
LOG OF BOREHOLE BH 08
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 7
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
50.3
49.3
48.3
47.3
46.3
45.3
44.3
43.3
42.3
41.3
40.3
39.3
38.3
37.3
36.3
35.3
34.3
33.3
32.3
31.3
30.3
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: 673390, Northing: 1150472
Immediate Water Level
After Boring
24hr Water Level
Date Started: 17 August 2012Date Completed: 17 August 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring):WL (24 hr):
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
33
32
42
39
38
39
38
39
38
36
41
41
40
37
36
33
34
36
35
8
10
10
14
9
15
15
18
28
24
25
27
36
31
44
38
24
29
Moist, light brown and brown, medium,Silty CLAY with organics, roots & grass.Moist, reddish yellowish brown and grey,firm, Silty CLAY with iron oxide.
Moist, yellowish dark brown and dark grey,firm, Silty CLAY with iron oxide.
Moist, dark grey, very firm, Silty CLAY.
Moist, bluish grey, very firm, Silty CLAY.
END OF BOREHOLE AT 18.90m
LL
LOG OF BOREHOLE BH 09
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 8
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
44.3
43.3
42.3
41.3
40.3
39.3
38.3
37.3
36.3
35.3
34.3
33.3
32.3
31.3
30.3
29.3
28.3
27.3
26.3
25.3
24.3
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: 673424, Northing: 1150489
Immediate Water Level
After Boring
24hr Water Level
Date Started: 27 August 2012Date Completed: 27 August 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring): 0.91 mWL (24 hr):
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
1
2
3
4
5
6
7
8
9
14
11
11
17
16
17
21
37
16
14
23
25
33
44
60
44
67
50/3"
Moist, reddish brown and grey, loose tomedium dense, Clayey Silty SAND.
Moist, yellowish reddish brown, mediumdense, Silty Clayey SAND with layers offine sand.Moist, yellowish reddish brown and lightgrey, hard, Silty Sandy CLAY withcemented particles.
Moist, light brown and light grey, hard,Sandy Silty CLAY with iron oxide.
Moist, dark grey and dark brown, hard,Sandy Silty CLAY.END OF BOREHOLE AT 6.71m
LL
LOG OF BOREHOLE BH 10
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 9
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
52.0
51.0
50.0
49.0
48.0
47.0
46.0
45.0
44.0
43.0
42.0
41.0
40.0
39.0
38.0
37.0
36.0
35.0
34.0
33.0
32.0
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: 673462, Northing: 1150433
Immediate Water Level
After Boring
24hr Water Level
Date Started: 21 August 2012Date Completed: 21 August 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring):WL (24 hr):
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
20
22
18
22
28
18
28
27
26
28
27
30
29
5
10
42
27
56
50/5"
29
31
37
29
44
50
75
50/4"
Moist, reddish orangish grey and brown,medium to firm, stratified Sandy SiltyCLAY with roots.
Moist, reddish brown and grey, hard,laminated Silty CLAY with traces of sand& iron oxide.
NO RECOVERY.
WASH OUT.
Moist, reddish grey and brown, very firm tohard, laminated Silty CLAY with traces ofsand & iron oxide.
Moist, grey, hard, homogeneous SiltyCLAY with Sand.WASH OUT.
Moist, grey and brown, very firm to hard,laminated Silty CLAY with iron oxide &sands.
Moist, dark grey, hard, Silty CLAY withiron oxide.
NO RECOVERY.
END OF BOREHOLE AT 14.33m
LL
LOG OF BOREHOLE BH 11
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 10
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
55.0
54.0
53.0
52.0
51.0
50.0
49.0
48.0
47.0
46.0
45.0
44.0
43.0
42.0
41.0
40.0
39.0
38.0
37.0
36.0
35.0
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: 673455, Northing: 1150389
Immediate Water Level
After Boring
24hr Water Level
Date Started: 14 August 2012Date Completed: 14 August 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring):WL (24 hr):
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
28
24
35
29
28
26
26
28
27
29
28
31
31
31
32
32
30
4
19
32
29
20
46
27
44
32
46
25
33
37
33
59
50/4"
Moist, reddish yellowish brown and grey,soft to very firm, Silty CLAY with traces ofsand, organics & iron oxide.
WASH OUT.
Moist, orangish yellowish brown and grey,very firm to hard, Silty CLAY with ironoxide.
Moist, dark grey, hard, slickensided CLAYwith iron oxide.
END OF BOREHOLE AT 17.38m
LL
LOG OF BOREHOLE BH 14
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 11
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
54.0
53.0
52.0
51.0
50.0
49.0
48.0
47.0
46.0
45.0
44.0
43.0
42.0
41.0
40.0
39.0
38.0
37.0
36.0
35.0
34.0
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: 673582, Northing: 1150510
Immediate Water Level
After Boring
24hr Water Level
Date Started: 25 August 2012Date Completed: 25 August 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring): 3.05 mWL (24 hr):
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
26
26
34
27
28
27
71
29
30
29
31
30
30
28
30
30
31
27
6
14
23
30
31
44
23
29
37
26
27
25
37
42
32
45
62
Continuous Sampling from 45'BH was stopped due to the high plasticity of the soil making it difficult to retrieve sampler
Moist, brown and reddish brown, medium,Silty CLAY with roots.Moist, reddish grey, firm, Silty CLAY.
Moist, grey and brown, very firm to hard,Silty CLAY with iron oxide.
Moist, brown and grey, hard to very firm,Silty CLAY with iron oxide.
Moist, grey, hard, Silty CLAY with ironoxide.
END OF BOREHOLE AT 15.85m
LL
LOG OF BOREHOLE BH 15
PL%-W%-LL%
20 40 60 80
BL
OW
CO
UN
T
Couva Children's Hospital
Shelby TubeSplit SpoonAuguredWash OutRock CoreSample Lost PL
DESCRIPTION
Sample Condition
PL%-LL%
REMARKS:
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
1000
ENCLOSURE No. 12
10
SITE INVESTIGATION
1 WA
TE
R (
%)
Couva
56.5
55.5
54.5
53.5
52.5
51.5
50.5
49.5
48.5
47.5
46.5
45.5
44.5
43.5
42.5
41.5
40.5
39.5
38.5
37.5
36.5
WATER (%)
BLOW COUNT
Water Levels
100SA
MP
LE
NU
MB
ER
SA
MP
LE
TY
PE
0412_01_2012
W
ELEV. (m)DEPTH (m)
WA
TE
R L
EV
EL
LA
YE
R G
RA
PH
IC
Easting: 673566, Northing: 1150443
Immediate Water Level
After Boring
24hr Water Level
Date Started: 22 August 2012Date Completed: 22 August 2012Drilling Method: Wash BoringSampling Method: Split SpoonWATER LEVEL INFORMATIONWL (Immediate):WL (With Casing):WL (Casing Removed):WL (After Boring):WL (24 hr):
LOG
OF
BO
RE
HO
LE 0
412_
01_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
Light brown, TOPSOIL.
Grey and brown, Silty CLAY.
Brown, Silty CLAY.
END OF TESTPIT AT 2.3876m
1
2
3
Ground Surface
TP 01
0.0
0.5
1.0
1.5
2.0
2.5
TEST PIT No.
20 40 60 80
Water Symbols
Soil
Hand Auger
Vane Shear
Bulk Sample
Disturbed Sample
Shelby Tube
Groundwater SeepageGroundwater LevelNatural Moisture ContentPlastic and Liquid Limit
ENCLOSURE No. 1
TEST PIT PROFILE
Pilcon Vane Test
(m)
Sample
No. TypeSymbol Description
Cu
Shear Strength (Cu)
Depth40 80 120 160(kPa)
w%
No Recovery
LOG
OF
TE
ST
PIT
04
12_0
1_20
12 C
OU
VA
HO
SP
ITA
L.G
PJ
4/9
/12
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
Project No.: 0412_01_2012
Project: Couva Children's Hospital
Location: Couva
Type: SITE INVESTIGATION
Light brown, TOPSOIL.
Grey and reddish brown, fissured Silty CLAY.
Reddish grey, fissured Silty CLAY.
END OF TESTPIT AT 2.8702m
1
2
3
4
Ground Surface
TP 02
0.0
0.5
1.0
1.5
2.0
2.5
3.0
TEST PIT No.
Light brown, TOP SOIL.
Reddish grey and brown, Silty CLAY.
Reddish grey and brown, Silty CLAY.
END OF TESTPIT AT 2.996m
1
2
3
Ground Surface
TP 03
0.0
0.5
1.0
1.5
2.0
2.5
3.0
TEST PIT No.
20 40 60 80
Water Symbols
Soil
Hand Auger
Vane Shear
Bulk Sample
Disturbed Sample
Shelby Tube
Groundwater SeepageGroundwater LevelNatural Moisture ContentPlastic and Liquid Limit
ENCLOSURE No. 3
TEST PIT PROFILE
Pilcon Vane Test
(m)
Sample
No. TypeSymbol Description
Cu
Shear Strength (Cu)
Depth40 80 120 160(kPa)
w%
No Recovery
LOG
OF
TE
ST
PIT
04
12_0
1_20
12 C
OU
VA
HO
SP
ITA
L.G
PJ
4/9
/12
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
Project No.: 0412_01_2012
Project: Couva Children's Hospital
Location: Couva
Type: SITE INVESTIGATION
Light brown and reddish brown, TOPSOIL-silty clay.
Greyish brown to red, Silty CLAY.
Bluish grey and yellow brown, Silty CLAY.
Bluish grey and brown, Silty CLAY.
END OF TESTPIT AT 3.3528m
1
2
3
4
Ground Surface
TP 04
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
TEST PIT No.
Olive brown, TOPSOIL- SANDY CLAY.
Reddish brown, Clayey Silty SAND.
Brown to black, Clayey Silty SAND.
Yellow brown, Silty SAND with traces of clay.
Whitish grey and light brown, Silty SAND.
END OF TESTPIT AT 3.048m
1
2
3
4
5
Ground Surface
TP 06-05
0.0
0.5
1.0
1.5
2.0
2.5
3.0
TEST PIT No.
20 40 60 80
Water Symbols
Soil
Hand Auger
Vane Shear
Bulk Sample
Disturbed Sample
Shelby Tube
Groundwater SeepageGroundwater LevelNatural Moisture ContentPlastic and Liquid Limit
ENCLOSURE No. 5
TEST PIT PROFILE
Pilcon Vane Test
(m)
Sample
No. TypeSymbol Description
Cu
Shear Strength (Cu)
Depth40 80 120 160(kPa)
w%
No Recovery
LOG
OF
TE
ST
PIT
04
12_0
1_20
12 C
OU
VA
HO
SP
ITA
L.G
PJ
4/9
/12
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
Project No.: 0412_01_2012
Project: Couva Children's Hospital
Location: Couva
Type: SITE INVESTIGATION
Light brown, TOPSOIL.
Olive brown, Silty CLAY.
Light grey and reddish brown, Silty CLAY.
Greyish brown, Silty CLAY.
END OF TESTPIT AT 3.048m
1
2
3
4
Ground Surface
TP 07
0.0
0.5
1.0
1.5
2.0
2.5
3.0
TEST PIT No.
Light brown, TOPSOIL.
Greyish brown, slightly fissured Silty CLAY.
Greyish brown and bluish grey, fissured Silty CLAY.
Bluish grey and reddish brown, fissured Silty CLAY.
END OF TESTPIT AT 2.8702m
1
2
3
4
Ground Surface
TP 08
0.0
0.5
1.0
1.5
2.0
2.5
3.0
TEST PIT No.
20 40 60 80
Water Symbols
Soil
Hand Auger
Vane Shear
Bulk Sample
Disturbed Sample
Shelby Tube
Groundwater SeepageGroundwater LevelNatural Moisture ContentPlastic and Liquid Limit
ENCLOSURE No. 7
TEST PIT PROFILE
Pilcon Vane Test
(m)
Sample
No. TypeSymbol Description
Cu
Shear Strength (Cu)
Depth40 80 120 160(kPa)
w%
No Recovery
LOG
OF
TE
ST
PIT
04
12_0
1_20
12 C
OU
VA
HO
SP
ITA
L.G
PJ
4/9
/12
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
Project No.: 0412_01_2012
Project: Couva Children's Hospital
Location: Couva
Type: SITE INVESTIGATION
Light brown, TOPSOIL.
Reddish brown and grey, Silty CLAY.
END OF TESTPIT AT 2.7432m
1
2
Ground Surface
TP 08A
0.0
0.5
1.0
1.5
2.0
2.5
3.0
TEST PIT No.
Brown, Silty CLAY.
Grey and brown, Silty CLAY.
END OF TESTPIT AT 2.591m
1
2
Ground Surface
TP 09
0.0
0.5
1.0
1.5
2.0
2.5
TEST PIT No.
20 40 60 80
Water Symbols
Soil
Hand Auger
Vane Shear
Bulk Sample
Disturbed Sample
Shelby Tube
Groundwater SeepageGroundwater LevelNatural Moisture ContentPlastic and Liquid Limit
ENCLOSURE No. 9
TEST PIT PROFILE
Pilcon Vane Test
(m)
Sample
No. TypeSymbol Description
Cu
Shear Strength (Cu)
Depth40 80 120 160(kPa)
w%
No Recovery
LOG
OF
TE
ST
PIT
04
12_0
1_20
12 C
OU
VA
HO
SP
ITA
L.G
PJ
4/9
/12
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
Project No.: 0412_01_2012
Project: Couva Children's Hospital
Location: Couva
Type: SITE INVESTIGATION
Rev. 01
Date: September 30, 2012 Project.: COUVA CHILDREN’S HOSPITAL COUVA, TRINIDAD
Title: EISL-412-DD-TR-2012 – FINAL
GEOTECHNICAL REPORT
Page 108
13. APPENDIX C: LABORATORY TESTING RESULTS
BH 01 SA 3 1.83 m FAT CLAY with SAND(CH) 7.7 11.4 13.3 67.5 78 20 58 34.9
BH 01 SA 5 3.35 m FAT CLAY(CH) 0.0 1.1 23.7 75.2 75 18 57 31.0
BH 01 SA 7 4.88 m FAT CLAY with SAND(CH) 4.2 18.1 30.7 47.0 57 16 41 23.6
BH 01 SA 8 5.49 m FAT CLAY(CH) 0.3 9.2 30.9 59.6 61 19 42 25.9
BH 01 SA 10 7.01 m SANDY SILT(ML) 0.0 40.0 36.1 23.9 NP NP NP 16.1
BH 01 SA 12 8.53 m FAT CLAY(CH) 0.0 5.2 39.0 55.8 59 13 46 17.9
BH 01 SA 13 9.45 m FAT CLAY(CH) 0.0 7.5 41.5 50.9 52 12 40 19.0
BH 01 SA 14 10.97 m FAT CLAY(CH) 0.9 10.1 43.5 45.4 51 12 39 20.0
BH 01 SA 15 12.50 m FAT CLAY(CH) 0.8 7.1 15.7 76.5 75 20 55 36.2
BH 01 SA 19 18.59 m FAT CLAY(CH) 0.0 0.1 11.3 88.6 89 21 68 38.6
BH 03 SA 3 1.83 m 51.0 70 19 51 44.0
BH 03 SA 5 3.35 m 0.0 2.7 16.8 80.5 34.4
BH 03 SA 7 4.88 m 0.2 3.2 27.6 69.0 31.7
BH 03 SA 10 7.01 m 0.0 1.3 13.9 84.8 36.1
BH 03 SA 13 9.45 m 0.0 1.6 38.4 60.0 26.0
BH 03 SA 15 12.50 m 0.0 23.3 32.1 44.6 18.3
BH 03 SA 17 15.54 m 0.0 50.8 20.6 28.6 22.9
BH 04 SA 3 1.83 m FAT CLAY(CH) 1.0 5.1 19.5 74.4 60 19 41 28.3
BH 04 SA 5 3.35 m FAT CLAY with SAND(CH) 4.8 12.8 10.3 72.1 69 21 48 31.0
BH 04 SA 6 3.96 m FAT CLAY(CH) 0.0 3.2 13.4 83.3 79 26 53 46.7
BH 04 SA 9 6.40 m FAT CLAY(CH) 0.0 0.1 24.4 75.4 66 20 46 31.2
BH 04 SA 10 7.01 m LEAN CLAY(CI) 0.0 5.1 34.2 60.7 49 15 34 25.6
BH 05 SA 3 1.83 m 0.0 5.0 11.5 83.5 36.2
BH 05 SA 5 3.35 m 0.1 14.1 11.7 74.0 34.0
BH 05 SA 7 4.88 m FAT CLAY(CH) 1.0 11.4 26.7 60.9 71 21 50 35.6
BH 05 SA 9 6.40 m 0.1 2.8 31.5 65.6 31.1
BH 05 SA 13 9.45 m 0.0 7.2 35.8 57.0 20.7
BH 06 SA 3 1.83 m 1.0 5.5 93.6 41.7
BH 06 SA 4 2.44 m 0.0 77.5 22.5 17.9
BH 06 SA 6 3.96 m 0.0 14.1 85.9 24.6
Sheet 1 of 3
%Gravel
%Sand
%Clay
%MoistureContent
Classification LL%Silt
Classification Summary
Sample ID PIPL
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 1
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONC
LAS
SIF
ICA
TIO
N S
UM
MA
RY
041
2_01
_20
12 C
OU
VA
HO
SP
ITA
L.G
PJ
EIS
L.G
DT
11
/9/1
2
BH 06 SA 7 4.88 m 1.6 2.9 95.5 26.1
BH 06 SA 8 5.49 m 0.4 1.9 97.7 28.7
BH 06 SA 11 7.92 m 0.5 5.3 94.2 28.6
BH 06 SA 14 10.97 m 0.0 2.7 97.3 29.6
BH 06 SA 13.11 m 0.0 0.7 99.3
BH 07 SA 3 1.83 m 0.1 3.1 21.5 75.4 29.6
BH 07 SA 5 3.35 m 0.0 3.0 26.0 71.0 28.7
BH 07 SA 6 3.96 m 1.5 1.3 15.5 81.7 33.3
BH 07 SA 10 7.01 m 0.0 0.9 12.8 86.3 34.7
BH 07 SA 14 10.97 m 0.0 1.7 6.5 91.8 36.1
BH 07 SA 17 15.54 m 0.0 0.2 19.1 80.7 34.2
BH 07 SA 19 18.59 m 1.4 1.3 9.6 87.7 35.6
BH 08 SA 3 1.83 m 0.5 3.9 95.6 44.8
BH 08 SA 5 3.35 m 0.0 1.9 98.0 36.9
BH 08 SA 7 4.88 m 0.0 4.9 95.1 37.3
BH 08 SA 10 7.01 m 0.0 2.7 97.3 36.9
BH 08 SA 13 9.45 m FAT CLAY(CH) 0.6 7.8 91.6 85 22 63 34.6
BH 08 SA 16 12.50 m 0.0 0.3 99.7 33.4
BH 09 SA 3 1.83 m 0.8 3.4 95.8 42.0
BH 11 SA 3 1.83 m 2.6 36.6 60.8 17.9
BH 11 SA 9 6.40 m 0.0 2.2 28.4 69.4 28.3
BH 11 SA 14 10.97 m 41.3 26.8
BH 14 SA 3 1.83 m 0.0 5.0 95.0 35.4
BH 14 SA 5 3.35 m 0.2 5.4 94.4 28.4
BH 14 SA 8 5.49 m 1.3 10.2 88.5 26.1
BH 14 SA 11 7.92 m 0.2 2.5 97.3 28.9
BH 14 SA 15 12.50 m 0.1 0.6 99.3 31.2
BH 14 SA 17 15.54 m 0.0 1.9 98.1 31.8
BH 14 SA 18 17.07 m 0.1 2.4 97.5 30.2
BH 15 SA 3 1.83 m 0.0 1.8 98.2 34.4
Sheet 2 of 3
%Gravel
%Sand
%Clay
%MoistureContent
Classification LL%Silt
Classification Summary
Sample ID PIPL
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 2
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONC
LAS
SIF
ICA
TIO
N S
UM
MA
RY
041
2_01
_20
12 C
OU
VA
HO
SP
ITA
L.G
PJ
EIS
L.G
DT
11
/9/1
2
BH 15 SA 6 3.96 m 0.2 5.1 94.7 27.5
BH 15 SA 9 6.40 m 0.0 1.3 98.7 29.9
BH 15 SA 12 8.53 m 0.0 1.0 99.0 30.2
BH 15 SA 14 10.97 m 0.0 1.0 99.0 28.3
BH 15 SA 18 15.54 m 0.0 2.2 97.8 27.0
Sheet 3 of 3
%Gravel
%Sand
%Clay
%MoistureContent
Classification LL%Silt
Classification Summary
Sample ID PIPL
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 3
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONC
LAS
SIF
ICA
TIO
N S
UM
MA
RY
041
2_01
_20
12 C
OU
VA
HO
SP
ITA
L.G
PJ
EIS
L.G
DT
11
/9/1
2
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.83m
3.35m
4.88m
5.49m
7.01m
%Silt %Clay
6 4
coarse
PL
20
18
16
19
NP
58
57
41
42
NP
7.7
0.0
4.2
0.3
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
11.4
1.1
18.1
9.2
40.0
78
75
57
61
NP
13.3
23.7
30.7
30.9
36.1
67.5
75.2
47.0
59.6
23.9
1.83m
3.35m
4.88m
5.49m
7.01m
%Gravel %Sand
FAT CLAY with SAND(CH)
FAT CLAY(CH)
FAT CLAY with SAND(CH)
FAT CLAY(CH)
SANDY SILT(ML)
PI
2001.5
COBBLES
0.01
0
0.08 0.01
GRAVEL
D100
2
D60
CuLL
BH 01/SA 3
BH 01/SA 5
BH 01/SA 7
BH 01/SA 8
BH 01/SA 10
D30
1
HYDROMETER
100 1403
BH 01/SA 3
BH 01/SA 5
BH 01/SA 7
BH 01/SA 8
BH 01/SA 10
19
4.75
12.5
9.5
1.18
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 1
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
8.53m
9.45m
10.97m
12.50m
18.59m
%Silt %Clay
6 4
coarse
PL
13
12
12
20
21
46
40
39
55
68
0.0
0.0
0.9
0.8
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
5.2
7.5
10.1
7.1
0.1
59
52
51
75
89
39.0
41.5
43.5
15.7
11.3
55.8
50.9
45.4
76.5
88.6
8.53m
9.45m
10.97m
12.50m
18.59m
%Gravel %Sand
FAT CLAY(CH)
FAT CLAY(CH)
FAT CLAY(CH)
FAT CLAY(CH)
FAT CLAY(CH)
PI
2001.5
COBBLES
0
0.01
0.01
GRAVEL
D100
2
D60
CuLL
BH 01/SA 12
BH 01/SA 13
BH 01/SA 14
BH 01/SA 15
BH 01/SA 19
D30
1
HYDROMETER
100 1403
BH 01/SA 12
BH 01/SA 13
BH 01/SA 14
BH 01/SA 15
BH 01/SA 19
0.6
4.75
19
9.5
1.18
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 2
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.83m
3.35m
4.88m
7.01m
9.45m
%Silt %Clay
6 4
coarse
PL
19 51
0.0
0.2
0.0
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
2.7
3.2
1.3
1.6
70
16.8
27.6
13.9
38.4
51.0
80.5
69.0
84.8
60.0
1.83m
3.35m
4.88m
7.01m
9.45m
%Gravel %Sand
PI
2001.5
COBBLES
0.01
0
0
GRAVEL
D100
2
D60
CuLL
BH 03/SA 3
BH 03/SA 5
BH 03/SA 7
BH 03/SA 10
BH 03/SA 13
D30
1
HYDROMETER
100 1403
BH 03/SA 3
BH 03/SA 5
BH 03/SA 7
BH 03/SA 10
BH 03/SA 13
4.75
9.5
2.36
4.75
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 3
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
12.50m
15.54m
%Silt %Clay
6 4
coarse
PL
0.0
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
23.3
50.8
32.1
20.6
44.6
28.6
12.50m
15.54m
%Gravel %Sand
PI
2001.5
COBBLES
0.02
0.11 0
GRAVEL
D100
2
D60
CuLL
BH 03/SA 15
BH 03/SA 17
D30
1
HYDROMETER
100 1403
BH 03/SA 15
BH 03/SA 17
1.18
4.75
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 4
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.83m
3.35m
3.96m
6.40m
7.01m
%Silt %Clay
6 4
coarse
PL
19
21
26
20
15
41
48
53
46
34
1.0
4.8
0.0
0.0
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
5.1
12.8
3.2
0.1
5.1
60
69
79
66
49
19.5
10.3
13.4
24.4
34.2
74.4
72.1
83.3
75.4
60.7
1.83m
3.35m
3.96m
6.40m
7.01m
%Gravel %Sand
FAT CLAY(CH)
FAT CLAY with SAND(CH)
FAT CLAY(CH)
FAT CLAY(CH)
LEAN CLAY(CI)
PI
2001.5
COBBLES
0
GRAVEL
D100
2
D60
CuLL
BH 04/SA 3
BH 04/SA 5
BH 04/SA 6
BH 04/SA 9
BH 04/SA 10
D30
1
HYDROMETER
100 1403
BH 04/SA 3
BH 04/SA 5
BH 04/SA 6
BH 04/SA 9
BH 04/SA 10
9.5
12.5
4.75
0.15
4.75
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 5
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.83m
3.35m
4.88m
6.40m
9.45m
%Silt %Clay
6 4
coarse
PL
21 50
0.0
0.1
1.0
0.1
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
5.0
14.1
11.4
2.8
7.2
71
11.5
11.7
26.7
31.5
35.8
83.5
74.0
60.9
65.6
57.0
1.83m
3.35m
4.88m
6.40m
9.45m
%Gravel %Sand
FAT CLAY(CH)
PI
2001.5
COBBLES
0
0
GRAVEL
D100
2
D60
CuLL
BH 05/SA 3
BH 05/SA 5
BH 05/SA 7
BH 05/SA 9
BH 05/SA 13
D30
1
HYDROMETER
100 1403
BH 05/SA 3
BH 05/SA 5
BH 05/SA 7
BH 05/SA 9
BH 05/SA 13
4.75
9.5
9.5
9.5
2.36
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 6
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.83m
2.44m
3.96m
4.88m
5.49m
%Silt %Clay
6 4
coarse
PL
1.0
0.0
0.0
1.6
0.4
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
5.5
77.5
14.1
2.9
1.9
93.6
22.5
85.9
95.5
97.7
1.83m
2.44m
3.96m
4.88m
5.49m
%Gravel %Sand
PI
2001.5
COBBLES
0.2 0.1
GRAVEL
D100
2
D60
CuLL
BH 06/SA 3
BH 06/SA 4
BH 06/SA 6
BH 06/SA 7
BH 06/SA 8
D30
1
HYDROMETER
100 1403
BH 06/SA 3
BH 06/SA 4
BH 06/SA 6
BH 06/SA 7
BH 06/SA 8
9.5
4.75
2.36
19
9.5
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 7
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
7.92m
10.97m
13.11m
%Silt %Clay
6 4
coarse
PL
0.5
0.0
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
5.3
2.7
0.7
94.2
97.3
99.3
7.92m
10.97m
13.11m
%Gravel %Sand
PI
2001.5
COBBLESGRAVEL
D100
2
D60
CuLL
BH 06/SA 11
BH 06/SA 14
BH 06/SA
D30
1
HYDROMETER
100 1403
BH 06/SA 11
BH 06/SA 14
BH 06/SA
9.5
4.75
2.36
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 8
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.83m
3.35m
3.96m
7.01m
10.97m
%Silt %Clay
6 4
coarse
PL
0.1
0.0
1.5
0.0
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
3.1
3.0
1.3
0.9
1.7
21.5
26.0
15.5
12.8
6.5
75.4
71.0
81.7
86.3
91.8
1.83m
3.35m
3.96m
7.01m
10.97m
%Gravel %Sand
PI
2001.5
COBBLES
0
GRAVEL
D100
2
D60
CuLL
BH 07/SA 3
BH 07/SA 5
BH 07/SA 6
BH 07/SA 10
BH 07/SA 14
D30
1
HYDROMETER
100 1403
BH 07/SA 3
BH 07/SA 5
BH 07/SA 6
BH 07/SA 10
BH 07/SA 14
9.5
4.75
12.5
4.75
4.75
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 9
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
15.54m
18.59m
%Silt %Clay
6 4
coarse
PL
0.0
1.4
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
0.2
1.3
19.1
9.6
80.7
87.7
15.54m
18.59m
%Gravel %Sand
PI
2001.5
COBBLESGRAVEL
D100
2
D60
CuLL
BH 07/SA 17
BH 07/SA 19
D30
1
HYDROMETER
100 1403
BH 07/SA 17
BH 07/SA 19
4.75
9.5
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 10
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.83m
3.35m
4.88m
7.01m
9.45m
%Silt %Clay
6 4
coarse
PL
22 63
0.5
0.0
0.0
0.0
0.6
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
3.9
1.9
4.9
2.7
7.8
85
95.6
98.0
95.1
97.3
91.6
1.83m
3.35m
4.88m
7.01m
9.45m
%Gravel %Sand
FAT CLAY(CH)
PI
2001.5
COBBLESGRAVEL
D100
2
D60
CuLL
BH 08/SA 3
BH 08/SA 5
BH 08/SA 7
BH 08/SA 10
BH 08/SA 13
D30
1
HYDROMETER
100 1403
BH 08/SA 3
BH 08/SA 5
BH 08/SA 7
BH 08/SA 10
BH 08/SA 13
12.5
9.5
4.75
9.5
9.5
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 11
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
12.50m
%Silt %Clay
6 4
coarse
PL
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
0.3 99.7
12.50m
%Gravel %Sand
PI
2001.5
COBBLESGRAVEL
D100
2
D60
CuLL
BH 08/SA 16
D30
1
HYDROMETER
100 1403
BH 08/SA 16
4.75
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 12
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.83m
%Silt %Clay
6 4
coarse
PL
0.8
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
3.4 95.8
1.83m
%Gravel %Sand
PI
2001.5
COBBLESGRAVEL
D100
2
D60
CuLL
BH 09/SA 3
D30
1
HYDROMETER
100 1403
BH 09/SA 3
9.5
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 13
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.83m
6.40m
10.97m
%Silt %Clay
6 4
coarse
PL
2.6
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
36.6
2.2 28.4
60.8
69.4
41.3
1.83m
6.40m
10.97m
%Gravel %Sand
PI
2001.5
COBBLES
0.05
GRAVEL
D100
2
D60
CuLL
BH 11/SA 3
BH 11/SA 9
BH 11/SA 14
D30
1
HYDROMETER
100 1403
BH 11/SA 3
BH 11/SA 9
BH 11/SA 14
19
2.36
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 14
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.83m
3.35m
5.49m
7.92m
12.50m
%Silt %Clay
6 4
coarse
PL
0.0
0.2
1.3
0.2
0.1
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
5.0
5.4
10.2
2.5
0.6
95.0
94.4
88.5
97.3
99.3
1.83m
3.35m
5.49m
7.92m
12.50m
%Gravel %Sand
PI
2001.5
COBBLESGRAVEL
D100
2
D60
CuLL
BH 14/SA 3
BH 14/SA 5
BH 14/SA 8
BH 14/SA 11
BH 14/SA 15
D30
1
HYDROMETER
100 1403
BH 14/SA 3
BH 14/SA 5
BH 14/SA 8
BH 14/SA 11
BH 14/SA 15
4.75
9.5
9.5
9.5
9.5
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 15
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
15.54m
17.07m
%Silt %Clay
6 4
coarse
PL
0.0
0.1
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
1.9
2.4
98.1
97.5
15.54m
17.07m
%Gravel %Sand
PI
2001.5
COBBLESGRAVEL
D100
2
D60
CuLL
BH 14/SA 17
BH 14/SA 18
D30
1
HYDROMETER
100 1403
BH 14/SA 17
BH 14/SA 18
4.75
9.5
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 16
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.83m
3.96m
6.40m
8.53m
10.97m
%Silt %Clay
6 4
coarse
PL
0.0
0.2
0.0
0.0
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
1.8
5.1
1.3
1.0
1.0
98.2
94.7
98.7
99.0
99.0
1.83m
3.96m
6.40m
8.53m
10.97m
%Gravel %Sand
PI
2001.5
COBBLESGRAVEL
D100
2
D60
CuLL
BH 15/SA 3
BH 15/SA 6
BH 15/SA 9
BH 15/SA 12
BH 15/SA 14
D30
1
HYDROMETER
100 1403
BH 15/SA 3
BH 15/SA 6
BH 15/SA 9
BH 15/SA 12
BH 15/SA 14
4.75
9.5
2.36
2.36
2.36
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 17
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
15.54m
%Silt %Clay
6 4
coarse
PL
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
2.2 97.8
15.54m
%Gravel %Sand
PI
2001.5
COBBLESGRAVEL
D100
2
D60
CuLL
BH 15/SA 18
D30
1
HYDROMETER
100 1403
BH 15/SA 18
4.75
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 18
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
20
40
60
80
0 20 40 60 80 100
ME
CH
MHML
ClassificationPI Fines
80.9
98.9
77.7
90.5
60.0
94.8
92.5
88.9
92.1
99.9
93.9
82.5
96.8
99.9
94.9
87.7
91.6
CI CV CE
MI MV
BH 01/SA 3
BH 01/SA 5
BH 01/SA 7
BH 01/SA 8
BH 01/SA 10
BH 01/SA 12
BH 01/SA 13
BH 01/SA 14
BH 01/SA 15
BH 01/SA 19
BH 03/SA 3
BH 04/SA 3
BH 04/SA 5
BH 04/SA 6
BH 04/SA 9
BH 04/SA 10
BH 05/SA 7
BH 08/SA 13
FAT CLAY with SAND(CH)
FAT CLAY(CH)
FAT CLAY with SAND(CH)
FAT CLAY(CH)
SANDY SILT(ML)
FAT CLAY(CH)
FAT CLAY(CH)
FAT CLAY(CH)
FAT CLAY(CH)
FAT CLAY(CH)
FAT CLAY(CH)
FAT CLAY with SAND(CH)
FAT CLAY(CH)
FAT CLAY(CH)
LEAN CLAY(CI)
FAT CLAY(CH)
FAT CLAY(CH)
PLASTICITY
INDEX
LIQUID LIMIT
CL
LL PL
78
75
57
61
NP
59
52
51
75
89
70
60
69
79
66
49
71
85
20
18
16
19
NP
13
12
12
20
21
19
19
21
26
20
15
21
22
58
57
41
42
NP
46
40
39
55
68
51
41
48
53
46
34
50
63
Specimen Identification
ATTERBERG LIMITS' RESULTS
1.83m
3.35m
4.88m
5.49m
7.01m
8.53m
9.45m
10.97m
12.50m
18.59m
1.83m
1.83m
3.35m
3.96m
6.40m
7.01m
4.88m
9.45m
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 1
Project No.: 0412_01_2012Project: Couva Children's HospitalLocation: CouvaClient: Shanghai Construction Group International Ltd.Type: SITE INVESTIGATION
EIS
L_A
TT
ER
BE
RG
_LIM
ITS
041
2_01
_20
12 C
OU
VA
HO
SP
ITA
L.G
PJ
EIS
L.G
DT
11
/9/1
2
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
0.80m
1.80m
%Silt %Clay
6 4
coarse
PL
26
15
44
50
0.6
0.8
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
12.9
7.4
70
65
14.5
29.0
71.9
62.9
0.80m
1.80m
%Gravel %Sand
FAT CLAY(CH)
FAT CLAY(CH)
PI
2001.5
COBBLES
0
GRAVEL
D100
2
D60
CuLL
TP 01/SA 2
TP 01/SA 3
D30
1
HYDROMETER
100 1403
TP 01/SA 2
TP 01/SA 3
9.5
9.5
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 1
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
0.71m
1.73m
2.60m
%Silt %Clay
6 4
coarse
PL
16
21
23
37
57
63
0.0
0.4
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
2.8
0.9
0.6
53
78
86
39.4
18.6
15.1
57.8
80.1
84.3
0.71m
1.73m
2.60m
%Gravel %Sand
FAT CLAY(CH)
FAT CLAY(CH)
FAT CLAY(CH)
PI
2001.5
COBBLES
0
GRAVEL
D100
2
D60
CuLL
TP 02/SA
TP 02/SA
TP 02/SA
D30
1
HYDROMETER
100 1403
TP 02/SA
TP 02/SA
TP 02/SA
4.75
9.5
4.75
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 2
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
2.56m
%Silt %Clay
6 4
coarse
PL
17 49
0.2
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
2.3
66
34.2 63.2
2.56m
%Gravel %Sand
FAT CLAY(CH)
PI
2001.5
COBBLES
0
GRAVEL
D100
2
D60
CuLL
TP 03/SA
D30
1
HYDROMETER
100 1403
TP 03/SA
9.5
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 3
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
1.02m
2.19m
3.05m
%Silt %Clay
6 4
coarse
PL
20
21
21
58
76
81
0.4
0.0
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
4.4
2.1
1.5
78
97
102
20.8
42.6
43.2
74.4
55.3
55.3
1.02m
2.19m
3.05m
%Gravel %Sand
FAT CLAY(CH)
FAT CLAY(CH)
FAT CLAY(CH)
PI
2001.5
COBBLES
0
0
GRAVEL
D100
2
D60
CuLL
TP 04/SA
TP 04/SA
TP 04/SA
D30
1
HYDROMETER
100 1403
TP 04/SA
TP 04/SA
TP 04/SA
9.5
4.75
4.75
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 4
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 8
4.76
10 143/4 1/23/84 3 60
fine
D10
20.42
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
0.35m
0.89m
%Silt %Clay
6 4
coarse
PL
27.6
0.2
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
58.1
5.7
6.1
55.1
8.1
38.9
0.35m
0.89m
%Gravel %Sand
PI
2001.5
COBBLES
0.21
0.02
0.1 0.01
GRAVEL
D100
2
D60
CuLL
TP 06-05/SA
TP 06-05/SA
D30
1
HYDROMETER
100 1403
TP 06-05/SA
TP 06-05/SA
75
9.5
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 5
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
0.59m
1.10m
2.23m
%Silt %Clay
6 4
coarse
PL
15 59
0.0
0.0
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
3.7
2.0
0.8
74
27.3
37.0
98.0
69.0
62.2
0.59m
1.10m
2.23m
%Gravel %Sand
FAT CLAY(CH)
PI
2001.5
COBBLES
0
GRAVEL
D100
2
D60
CuLL
TP 07/SA 2
TP 07/SA 3
TP 07/SA 4
D30
1
HYDROMETER
100 1403
TP 07/SA 2
TP 07/SA 3
TP 07/SA 4
4.75
4.75
4.75
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 6
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
0.81m
1.68m
2.50m
2.87m
%Silt %Clay
6 4
coarse
PL
6.8
0.0
0.0
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
4.6
7.3
6.3
1.8
44.1
15.0
32.7
98.2
44.6
77.7
61.0
0.81m
1.68m
2.50m
2.87m
%Gravel %Sand
PI
2001.5
COBBLES
0.01
0
GRAVEL
D100
2
D60
CuLL
TP 08/SA
TP 08/SA
TP 08/SA
TP 08/SA
D30
1
HYDROMETER
100 1403
TP 08/SA
TP 08/SA
TP 08/SA
TP 08/SA
19
4.75
4.75
1.18
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 7
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
0.30m
1.27m
2.44m
%Silt %Clay
6 4
coarse
PL
0.1
0.7
0.0
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
2.9
10.5
1.8
16.1
16.6
98.2
80.9
72.3
0.30m
1.27m
2.44m
%Gravel %Sand
PI
2001.5
COBBLESGRAVEL
D100
2
D60
CuLL
TP 08A/SA
TP 08A/SA
TP 08A/SA
D30
1
HYDROMETER
100 1403
TP 08A/SA
TP 08A/SA
TP 08A/SA
9.5
9.5
4.75
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 8
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
fine
6 810 143/4 1/23/84 3 60
fine
D10
40
GRAIN SIZE IN MILLIMETERS
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
0.51m
1.65m
%Silt %Clay
6 4
coarse
PL
1.3
8.2
5016 20 30
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
SAND
Classification
medium
Specimen Identification
Specimen Identification
GRAIN SIZE DISTRIBUTION
Cc
coarseSILT OR CLAY
2.5
5.8
15.9
7.1
80.3
78.9
0.51m
1.65m
%Gravel %Sand
PI
2001.5
COBBLESGRAVEL
D100
2
D60
CuLL
TP 09/SA 3
TP 09/SA
D30
1
HYDROMETER
100 1403
TP 09/SA 3
TP 09/SA
12.5
25
Earth Investigation Systems Ltd.#2 Perseverance StreetPetit Bourg, San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 9
Project No.: 0412_01_2012Project: Couva Children's HospitalClient: Shanghai Construction Group International Ltd.Location: CouvaType: SITE INVESTIGATIONE
ISL
SIE
VE
041
2_0
1_2
012
CO
UV
A H
OS
PIT
AL.
GP
J E
ISL.
GD
T
11/9
/12
1,300
1,400
1,500
1,600
1,700
1,800
1,900
2,000
2,100
2,200
2,300
2,400
0 5 10 15 20 25 30 35
ATTERBERG LIMITS
Description of Material:
Test Method:
%
Specimen ID.:
Silty CLAY
CURVES OF 100% SATURATION
TEST RESULTS
Maximum Dry Density:
MOISTURE-DENSITY RELATIONSHIP
2.80
LL PL PI
% %
FOR SPECIFIC GRAVITY EQUAL TO:
WATER CONTENT (Percent Dry Weight)
Optimum Water Content:
1800.0 Kg/m3
17.2 %
ASTM D1557 Method A
Date Received: 31 July 2012
TP 01 /SA : 1.37m
DRY
DENSITY
Kilograms
Per
Cubic
Meter
Earth Investigation Systems Limited#2 Perseverance StreetPetit Bourg , San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 1
Project No.: 0412_01_2012Project: Couva Children's HospitalLocation: CouvaClient: Shangai Construction Group International Ltd.Type: SITE INVESTIGATION
EI
SL
CO
MP
2.8
04
12_
01_2
012
C
OU
VA
H
OS
PI
TA
L.G
PJ
7/9/
12
1,300
1,400
1,500
1,600
1,700
1,800
1,900
2,000
2,100
2,200
2,300
2,400
0 5 10 15 20 25 30 35
ATTERBERG LIMITS
Description of Material:
Test Method:
%
Specimen ID.:
Silty CLAY
CURVES OF 100% SATURATION
TEST RESULTS
Maximum Dry Density:
MOISTURE-DENSITY RELATIONSHIP
2.80
LL PL PI
% %
FOR SPECIFIC GRAVITY EQUAL TO:
WATER CONTENT (Percent Dry Weight)
Optimum Water Content:
1580.0 Kg/m3
26.0 %
ASTM D1557 Method A
Date Received: 31 July 2012
TP 03 /SA : 2.13m
DRY
DENSITY
Kilograms
Per
Cubic
Meter
Earth Investigation Systems Limited#2 Perseverance StreetPetit Bourg , San JuanTelephone: 1-868-638-3978Fax: 1-868-675-4960
ENCLOSURE No. 2
Project No.: 0412_01_2012Project: Couva Children's HospitalLocation: CouvaClient: Shangai Construction Group International Ltd.Type: SITE INVESTIGATION
EI
SL
CO
MP
2.8
04
12_
01_2
012
C
OU
VA
H
OS
PI
TA
L.G
PJ
7/9/
12