Page 11 - KFTL Report
P. 11
4 Statement of KFTL Equipment
KFTL DUE DILIGENCE – Kingston, Jamaica
4.1
4.1.1 Summary Observations
KFTL has fourteen (14) Quay Cranes (QC’s) all supplied by ZPMC, but in four different batches as shown in below table.
Two new Liebherr QC have been delivered and assembled on site; these are ready to be moved to the quay and placed on the gantry rails, shortly, now waiting for the heavy haulage contractor to mobilise the necessary multi axle trailers.
Quayside Cranes
Equipment ID
K-L-M-N
O-P-Q-R
S-T-U-V
X-Z
A-B
Manufacturer
ZPMC
ZPMC
ZPMC
ZPMC
Liebherr
Type
PP
PP
PP
PP
PP
Year of Manufacture
2001
2004
2007
2006
2018
SWL Under Spreader in Long Tons
50
50
50
50
SWL Twin Lift in Long Tons
65
65
65
65
Spreader Bromma
AST-65CH
AS-17853
STS 45
STS 45
Gantry Rail Span
30.48
30.48
30.48
30.48
30.48
Outreach (CL of WS Rail to CL of Container)
60 m.
60 m.
60 m.
60 m.
60m.
Outreach Number of Containers
22
22
22
22
22
Backreach (CL of LS Rail to CL of Spreader)
15.2 m.
15.2 m.
15.2 m.
15.2 m.
15.5 m.
Lift Height Under Spreader
36 m.
36 m.
42 m.
36 m.
50 m.
Lower Below Wharf Level
15.24 m.
15.24 m.
15.24 m.
15.24 m.
20 m.
Height Under Boom to Wharf
41.55 m.
41.55 m.
47.55 m.
41.55 m.
57.5 m.
Clearance Between Legs
18.3 m.
18.3 m.
18.3 m.
18.3 m.
17.99 m.
Footprint
27 m.
27 m.
27 m.
27 m.
27 m.
Portal Clearance
16.5 m.
16.5 m.
16.5 m.
16.5 m.
16.76 m.
Height of 'A' Frame
74.1 m.
74.1 m.
80.1 m.
74.1 m.
91.1 m.
Height Boom Up
113.5 m.
113.5 m.
119.5 m.
113.5 m.
Total weight LT
1250
1321
1446
1340
Hoist Speed (No Load / Load)
170/58 m/min
170/58 m/min
170/58 m/min
170/58 m/min
180/75 m/min
Trolley Speed
240 m/min
240 m/min
240 m/min
240 m/min
240 m/min
Gantry Speed
45 m/min
45 m/min
45 m/min
45 m/min
45 m/min
Boom Hoist Time
5 Min.
5 Min.
5 Min.
5 Min.
5.26 Min
Wind Speed In Sevice m/sec.
28 m/sec
28 m/sec
28 m/sec
28 m/sec
28 m/sec
4.2 Equipment Ageing profile
4.2.1 Quay Cranes Remaining Life in Cycles
The table below, together with the associated chart, shows various data, obtained from different sources in the terminal. It can be seen that most of the data is not credible, and does not reflect, a priori, the volumes handled by these cranes from the time they became operational.
As the result, some serious extrapolation of available data, had to be made to fill the large gaps of information not available on the remaining cranes.
It has been assumed, that QC #L and #M, have over their life, handled 1,920,033, and 1,890,662 moves respectively, this data obtained from the PLC of these cranes, as “twistlock count”.
As can be seen the remaining data on twistlock count is not representative and has been discarded for this assessment.
Hence, it has been assumed that each crane has handled the same number of moves, i.e. 112,000 per annum over their respective life.
TRENT ASSOCIATES 11