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Novapoint Civil Construction

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planning work was started. The first working drawings<br />

were delivered on approximately 1 December<br />

2006, one month after start up. Project completion<br />

is 15 December 2007. 7 I.e. only one year from the<br />

detail planning start to project completion.<br />

ThE PROJECT<br />

The road project<br />

includes approximately<br />

4 km of new<br />

highway 44, approximately<br />

2 km of local<br />

roads and a similar<br />

length of footpaths.<br />

A rock tunnel, three<br />

bridges and four<br />

underpasses are<br />

included in the project.<br />

There is in addition<br />

a significant<br />

amount of municipal<br />

line re-routing.<br />

The rock tunnel has<br />

been stipulated to Normal profile surface section<br />

protect the valuable<br />

recreational area by Kleppelunden. The road would<br />

probably otherwise have been planned as a surface<br />

road on the west side of ridge if this condition had<br />

not been included.<br />

The road section has three crossings which are<br />

designed as roundabouts.<br />

Dimensioning traffic 20 years<br />

after opening is estimated to<br />

be 18,000 AADT. At this traffic<br />

volume level, the road should<br />

be designed as a four lane<br />

road with central reservation.<br />

The tunnel should, in accordance<br />

with standards, have<br />

two shafts with two lanes in<br />

each direction. The Norwegian<br />

Public Roads Administration<br />

has approved an exemption from road and tunnel<br />

standards and set the road standard to a wide two<br />

lane road with central barrier.<br />

Tunnel cross section T10.5 is selected to achieve a<br />

1.5 m separation zone in the centre of the tunnel.<br />

Barriers are not acceptable in a tunnel, as this<br />

would hinder evacuation in the event of an accident.<br />

PLANNING<br />

The project is planned digitally using the different<br />

professional modules in <strong>Novapoint</strong>. Organisation of<br />

8<br />

drawings and folder structure follows The<br />

Norwegian Public Roads Administration’s PROF<br />

standard. A digital terrain model is set up based on<br />

digital maps and supplementary surveying data<br />

along the entire route. The surveying was carried<br />

out by Skanska Survey.<br />

The OPS project E39<br />

Klett - Bårdshaug in<br />

the county of Sør-<br />

Trøndelag and the<br />

tender phase for<br />

OPS E18 Grimstad -<br />

Kristiansand has<br />

allowed ViaNova to<br />

develop a strong<br />

cooperation with<br />

Skanska. This cooperation<br />

continues in<br />

this project.<br />

Cooperation has<br />

contributed to the<br />

development of<br />

both planning<br />

methodology and<br />

software. A modern road construction site with GPS<br />

controlled machines and equipment needs much<br />

more comprehensive surveying data than was previously<br />

the norm. Road models have been supplied<br />

for all roads, both road surfaces and formations.<br />

Surveying data has in addition been prepared in kof<br />

format for all lines, manholes,<br />

lighting foundations, sign foundations,<br />

cable trenches etc.<br />

Surveying data in the form of<br />

goals from a reference line has as<br />

far as possible been avoided.<br />

A work procedure where the<br />

solutions are verified in a 3D<br />

model is required if satisfactory<br />

cross-profession co-ordination<br />

and survey data control is to be<br />

achieved. Controls carried out in<br />

the ‘old fashioned’ way in 2D using associated<br />

height calculations can no longer be accepted, as<br />

the solution also must be cross-profession checked<br />

in x, y, z. A cross profession VR model was therefore<br />

set up immediately after start, using <strong>Novapoint</strong><br />

Virtual Map. All professional areas plan digitally and<br />

deliver data to the VR model co-ordinator, who<br />

updates this continuously. The solutions are<br />

checked/evaluated in the VR model in cross-profession<br />

meetings and changes are agreed. Revised<br />

solutions are prepared based on the review which is<br />

updated and then reviewed again in the VR model.<br />

This process continues until the ‘right’ solution is<br />

Design of the north tunnel portal

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