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Case Study 2 - Alfred McAlpine
Civil Engineering
In this case
study we look at how David James, Senior Engineer with Alfred
McAlpine Civil Engineering (Western Division) utilises the latest
software technology to help win earthworks contracts and monitor
progress on existing ones. He describes how site-based software
needs to be flexible enough to cope with the rigours of the tendering
process and robust and reliable enough to adapt when non-standard
questions are being asked mid-contract. With several contracts
on the go at any one time, he needs technology that is both reliable
and fast and relatively quick to learn as one of his jobs is to
instruct new engineers in the use of the software.
Armed
with a laptop, David moves around the country setting-up new and
managing existing earthworks contracts and has come to rely heavily
on one piece of software in particular - LSS, which is written
and supported by McCarthy Taylor Systems Ltd. LSS is a terrain
modelling, design and visualisation package, which in an independent
survey last year was labelled the market leading survey and modelling
package in the UK.
David
has been with Alfred McAlpine since 1990 and an LSS user since
1994. His main task involves overseeing the earthworks aspects
of many of McAlpine's largest contracts and have included the
£430m Birmingham Northern Relief Road (M6 Toll).
"I
use LSS for the earthworks measures on tenders and live contracts
and I suppose the largest completed contract to date on which
LSS was used was the M66 Denton to Medlock job, a 7km long, four
lane motorway costing £120m." This was a joint venture
with AMEC and the design was undertaken by Mouchel. The contract
was completed in the Autumn of 2000.
"We
used LSS throughout the tendering and construction phases of the
contract and it proved invaluable given the complexity of the
site and the amount of material involved. The total cut was 2.3
million ³ and fill was 1.2 million ³."
Quite
a difficult site, the new motorway was to run straight through
a reservoir, which necessitated the removal of an existing stone
faced earth dam and the design and build of a new one entirely
out of reclaimed material. A total of 1.3 million m ³ of
material was moved in this stage alone. The part of the reservoir
that was to be lost was removed and became a borrow pit for the
remainder of the site. LSS was used to model the new dam and to
calculate the amount of material required in its construction.
Of the 800,000m ³ of reclaimed material from the old dam,
500,000m ³ was used to rebuild it beside the new road.
"The
contract involved weekly excavation measures and the design and
monitoring of a large borrow pit big enough to hold almost 800,000m
³ of material. Weekly surveys were jointly undertaken by
the contractors and the RE, but everyone else had trouble keeping
up with our weekly calculations until, that is, they started to
use LSS."
"As
material was excavated it was classified according to its grade
and suitability for re-use (each sample having a unique 3D reference).
The surface coding capabilities of LSS allowed us to keep track
of these different materials and to produce a single volume report
at the end of each week that told us how each material had changed
in size. Even though this wasn't a design and build contract,
the fact that both parties had LSS enabled us to agree monthly
figures with the Quantity Surveyors, so when at the end of the
contract we did a final measure, there was no argument over the
final quantities."
LSS was used, primarily in four tasks.
1 Volume and design checks at the tendering stage
2 Earthworks outline design
3 Weekly cut and fill volumes to assist in programme planning
and valuation
4 Motorway structures modelled and setting-out information produced.
David
has worked on other major contracts including a runway and taxiway
reconstruction at RAF Fairford. This was a £50 million Design
& Build job in joint venture with SIAC, from designs by Burks
Green. It involved breaking out approximately 215,000 m³
of existing blacktop and concrete and replacing it with almost
290,000m³ of mostly Pavement Quality Concrete. LSS was used
for recording daily 'as-built' levels and monitoring breakout
quantities
"We
were provided with just the design outline and strings where the
slope grades change. What we did was drape the 2D bay-layout design
outline onto the 3D string model within LSS in order to provide
the necessary information for the 3 paving machines employed on
the site. While much of the job has been built to the original
design levels, there are two zones where we had some flexibility,
depending on the amount of material we had available to us following
the recycling of breakout material. Having LSS on-site allowed
us to raise or lower surfaces very easily to increase of decrease
the amount of fill required. By zoning the site in this way we
were able to produce one volume report which included all elements
of the site."
David's
other major project was the 43km long Birmingham Northern Relief
Road where he used the techniques learned on previous jobs to
great effect on this challenging earthworks balancing exercise.
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