(FEET)
PENETRATION
PILE
10
TEST
50
APPENDIX 2
RESULTS
RESISTANCE (TONS)
PILING
BEARING
100
150
TP4
20
TP5
30
40
50
60
70
80
90
ΤΡΙ
TP3
200
250
300
TP2
50
100
150
200
250
300
NOTES:-
1.
TYPE OF TEST PILE: STEEL BOX PILE FORMED BY 2-FSPI STEEL SHEET piles (appROX. 12 IN. × 15 IN. SECTION) WELDED TOGETHER ALONG THE
CLUTCHES & FITTED WITH POINTED STEEL SHOE.
2. BEARING Resistance CALCULATED IN ACCORDANCE WITH
C.E.C.P.4 (1954): FOUNDATIONS.
SEE DRAWING 8 FOR TEST PILE LOCATIONS.
4. SEA BED LEVEL IN FEET REFERRED TO CHART DATUM (C.D.):
3.
TPI
-30.83 C.D.
TP2
-27.00 C.D.
TP3
-29.17 C.D.
TP4
-18.67 C.D.
TP5
-28.83 C.D.