120147-brochure

Map of Amsterdam and projected ring road
Client: Dutch Public Works Department, Locks and Weirs Division, Utrecht
Construction period: 1984 -1989
Construction costs: f 80,219,000
ringweg
oost
Main contractor: Van Hattum en Blankevoort bv, Beverwijk
Sub contractors
Dredging and excavation: Nooteboom en Paans, Barendrecht
Pile driving: Van Splunder Heiwerken, Rozenburg
Pile driving: Dirk Verstoep, Gouderak
Grout anchors: Franki Nederland, Capelle a/d IJssel
Diving: Raymakers, Haelen
Prefabricated concrete piles: Betonson, Son
Steel injection piles and tubes: Volker Stevin Materieel, Spaarndam
Pouring underwater concrete: Welling, Didam
Pouring structural concrete: Vloertechniek, Vlaardingen
Concrete supply: Mebin, Amsterdam
j Pumping concrete: Nijwa, Hengelo
Welding: Ringeling, Amsterdam
Tensioning: Christiaanen en de Koning, Wijk bij Duurstede
Steel tunnel formwork: Grimbergen, Alphen a/d Rijn
Watertight Gina and Omega type gaskets: Vredestein, Renkum
Dock gate and steel strip: Sondij, Almere
Internal transport: Fa. J. Bellekom, Amsterdam
Ringweg in aanleg
ZEEBURGER
tunnel
I
\
Information Centre
Zuiderzeeweg 14
1095 K G Amsterdam
Admission times:
Monday to Friday from 09.00 a.m. to 04.00 p.m.
Telephone: 020-682323 and 020-682380
Technical data
Sheet piles: 3,677 tons, Hoesch type, quality StSpS
Grout anchors: 255 items, length: 27 to 43 m; diameter 26,5 and 32 mm
Injection piles: 192 items, length: 38 to 39.5 m H E 240 m type
Prefabricated concrete piles: 1464 items, size: 450 x 450 mm,
length: 16.5 to 24.5 m; variable depth of 24 to 27 m
Dredging and excavation: 800,000 cubic metres of soil
Steel tubes: 120 items, diameter: 508 mm
Underwater concrete: 21,000 cubic metres B 22,5
Structural concrete: 63,500 cubic metres B 22,5
Tensioning: 7,100 tons FeB 220 H W and FeB 400 H W L
A publication of the Ministery of Transport and Public Works
Design: M i r e l l a D i j k e r m a n and Jan van Waarden
Photos: D u t c h Public Works Department, Reprographic Division
Cover illustration: Paul Kerrebijn
Buiten^
IJ
Eiland "Zeeburg"
i
n
11
Geotechnical cross-section with tunnel
/Brug
CO
/ IJ-meer |
-10m
-20m
X.
-50m
mm
gravel
1
shells
remains of plants

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