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The project was managed by Surrey County Council's Highways and Transportation Department.
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The aqueduct was designed by Surrey County Council's Engineering Consultancy Division.
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The aqueduct, and the road, built by Alfred McAlpine Construction Ltd.
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The Department of Transport.
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Overal length: 134m

Weight: 3,500 tons

Width of canal: 5.5m

Depth of water: 1.3m

Height above road: 5.7m (minimum).
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| INTRODUCTION - An overview
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WHY A NEW ROAD?
From the mid-1960s it was realised that increasing traffic congestion
on roads adjacent to the Blackwater Valley could not be addressed
by small scale improvements. Therefore plans were developed for a new relief
road, linking the M3 and A30 in the north to the A31 in the south,
and a line for this Blackwater Valley Route was established which largely
followed the course of the Blackwater river along the border of Surrey
and Hampshire. This line was safeguarded to protect
the route from development.
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THE CANAL
The line of the Basingstoke Canal, at that time abandoned and derelict,
was crossed by this planned road. After the restoration of this
section of the canal in the early 1980s, a crossing of the road by
the waterway was needed. The first proposal was for a series of 3 locks
down and 3 locks up, each side of the new road, but after strong
representations by the Canal Society, proving that this was not a viable
solution, plans for the present aqueduct were drawn up.
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In order to minimise disruption of facilities that closure of the canal
would cause, construction work had to be undertaken within a 9 month
period during the winter of 1994/95. The contractor engaged for this
work, (and also for the whole road construction project) was Alfred
McAlpine Construction Ltd. | |
Since the 200 year anniversary of the canal was being celebrated in
1994, work on the aqueduct could not start until the end of September
that year, and which therefore necessitated its completion by June 1995.
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Initial designs were for a suspension type but due to objections
to the resulting high tower, these were abandoned in favour of a
pre-stressed post-tensioned form of construction, as the finished aqueduct,
with water, would be extremely heavy. The post-tensioning was
achieved by 4 steel cables inside each side of the structure. |
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CONSTRUCTION
The first operation was to remove a 150 metre section of the Ash
Embankment, following which a layer of hard core was laid down in order
to withstand the weight of the equipment to be used. Deep piles were
then driven down to support the aqueduct structure. |
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