 |
 |
 |
| About this data sheet: |
| Structure-ID: |
s0002534 |
| Created on: |
16/12/01 |
| Modified on: |
26/08/10 |
|
 |
 |
|
 |  |  |
|
|
|
|
Structural Type:
|
|
|
Function / usage:
|
|

|
|
DYWIDAG Bonded Post-Tensioning Systems Using Strands |
| DYWIDAG Bonded Post-Tensioning Systems Using Strands have been used for decades: in bridge construction, the construction of reservoirs and for many other engineering structures above and below ground as well as off-shore. |
|
| Description | Value |
| truss |
steel
|
|
| |
main span |
334.35 m | | |
total length |
2 687.42 m | | |
length of drop-in span |
115.35 m | | |
length of main bridge |
590.35 m | | |
span lengths of main bridge |
128.00 m - 334.35 m - 128.00 m | | |
length of northern approach viaduct |
594.36 m | | |
length of southern approach viaduct |
1502.66 m |
|

| 14 May 1930
|
| Opening to traffic |
| 1 September 1934
|
| Official name change to "Pont Jacques-Cartier / Jacques Cartier Bridge" |
| 1959
|
| Tramway tracks are removed. |
|

| The bridge has also been called: Pont de la rive-Sud, South Shore Bridge, Pont du Havre, Harbour Bridge. |
|

|

 |
DYWIDAG Post-Tensioning System for repairs and improvements to a bridge deck, in
"DSI Info", 2002- 2003, n. 11 .
|
 |
DYWIDAG-Spannverfahren für Sanierung eines Brückenüberbaus, in
"DSI Info", 2002- 2003, n. 11 .
|
 |
Précontrainte DYWIDAG pour la réfection d'un pont métallique, in
"DSI Info", 2002- 2003, n. 11 .
|
 |
Surélévation du pont Jacques Cartier au Canada, in
"Acier = Stahl = Steel", March 1957 v. 22 .
|
 |
Transformation du pont Jacques Cartier à Montréal (Canada), in
"Acier = Stahl = Steel", May 1958, n. 5 v. 23 .
|
 |
Peer, George Overnight success, in
"Bridge Design & Engineering", 1st Quarter 2003, n. 30 v. 9 .
|
 |
Prade, Marcel Les grands ponts du monde: Hors d'Europe, Brissaud, Poitiers (France) , ISBN 2902170688, 1990; pp. 62.
|
|
|
 |