Testing the gap distance between Kassel Kerbs and Public Service Vehicle boarding steps
Abstract. This work examines the
applicability of Kassel Kerbs (Profilbeton GmbH, Friedensstraße 1, D - 34590
Wabern and UK agents, Lafarge
Redland Precast, Six
Hills, Melton Mowbray, LE
143 PD Leicestershire)
to be able to attain a 50-75mm boarding gap for Public Service Vehicles (PSVs)
as required by Transport for London (TfL) for proposed 'Intermediate Mode'
routes. Tests using a simulated PSV loading step and installed 180mm Kassel
Kerbing were used to prove that the requirement is entirely
attainable.
 |

Method. To simulate a PSV loading step, a
batten of wood was securely attached to the loading area of the interior of a
Ford Transit van (figure1). The loading door was locked open. The batten was
aligned horizontally with the outer face of the front and rear wheel hub covers. The batten
bottom edge was 290mm from the road surface. This set-up was not adjusted during
the test period. |
Test. Using the Kassel kerb installation
at the junction of the Upper Ham Road and Ham Common, towards
Richmond-upon-Thames, the tests were carried out between 12.45 and 13.45 on
Sunday, 25th March 2001. The conditions were dry at approximately 10 degrees
ambient temperature. Runs were made repeatedly and measured after each attempt.
Runs 1-3 were by a PSV driver with previous experience of using Kassel Kerb
stopping. Runs 4 & 5 were by a driver having no previous experience of
Kassel Kerb use, but attempting to draw in as close as possible. Runs 6 & 7
were done at above standard speed, and thus, through instinctivness, not using
the self-guiding qualities of the kerb. Runs 8,9,11 &12 attempted to
simulate standard service conditions. Run 10 was to achieve tightest possible
alignment.
Kassel Kerb/PSV boarding step distance
test |
|
|
|
|
|
|
run |
distance |
driver |
remarks |
photograph |
1 |
49 |
dw |
|
|
2 |
41.5 |
dw |
|
|
3 |
41 |
dw |
|
|
4 |
33.5 |
ab |
alternate driver |
|
5 |
29 |
ab |
alternate driver |
fig.2 |
6 |
116 |
dw |
at speed |
|
7 |
83 |
dw |
at speed |
|
8 |
70 |
dw |
|
fig.3 |
9 |
49 |
dw |
|
fig.4 |
10 |
32.5 |
dw |
to achieve tightness |
|
11 |
62 |
dw |
as a normal run |
|
12 |
50.25 |
dw |
as a normal run |
|
average |
54.73 |
|
|
|
|
Remarks. No difficulty was experienced
achieving the required gap, except at additional speed. The self-guiding quality
of the kerb design was readily experienced by both drivers, and whilst not as
repeatedly accurate as rail guidance, was regarded as easily attainable.
Achieving a 40-50mm gap was considered to demand extra drive concentration.
Achieving 50-75mm gap was considered repeatable in daily PSV service conditions.
The absolute minimum gap of 29-31mm was achieved only by the driver
demonstrating determined overcoming of the inertia and gravity effects of the
kerb design. Only in these extreme, but not unobtainable conditions, would tyre
wear occur. |

Random interviews with drivers on the 65 service (Armchair
Travel) suggested little knowledge of the purpose of the kerbs or concern about
protruding wheel nuts coming into contact with the kerbs. (This was not possible
with 180mm high Kassel Kerbs, as installed). It is further understood that
operators have concerns about additional costs being incurred by repeated close
contact with the kerbs, due to additional tyre wear. Close monitoring of tyre
wear, after driver instruction and training in the proper use of Kassel Kerbs,
would provide an indication of the likelihood of tyre wear. It is, however, the
opinion of the drivers of this test, that proper use of Kassel Kerbs to
consistently achieve a 50-75mm loading gap, would not result in undue tyre wear.
Tyre changing, at regular intervals, is further likely to nullify any tyre wear
effects.
Summary. Without special skills but with
due care, it is possible to repeatedly attain a distance between a Kassel Kerb
outer top edge and a PSV loading step outer top edge, of between 50 to 75mm. (This compares with the 80mm gap between the platform and boarding step of Bombardier railcars used on the Croydon 'Tramlink'.)
The repeated use of Kassel Kerbs as outlined above, is unlikely to produce additional tyre wear. With proper design of
vehicles and driver training, this practice would provide customers with a better
quality of service.
Ashley Bruce MaRCA. DipAD
David Wilsher