Saturday, May 19, 2012
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Second section of an arch being installed. February 2012.
Strandherd-Armstrong Bridge construction continues. Looking east at north bridge launching truss sitting on temporary piers. February 2012.
North side of supported permanent bridge deck floor beams (white sections.) February 2012.
Arch sections stored on site awaiting welding together and suspension from support towers. February 2012.
Looking east between north and centre bridge launching trusses sitting on temporary piers. February 2012.
The first top piece of Arch from the North Arch being put in place on top of tower. February 2012.
Looking West at River and Temporary Piers; Note West abutment in Background. January 2012.
Placing Deck Formwork. January 2012.
Assembling Floor Beams. January 2012.
Lifting Arch Segment onto Welding Frame On-site. January 2012.
Launching North Temporary Truss across Rideau River. January 2012.
Assembling Temporary Launching Trusses on West Approach. January 2012.
Looking South at Completed Steel Deck and Temporary Arch Towers on East Approach. January 2012
Bridge starting to take shape, December 2011. View from Prince of Wales at Strandherd Dr.
The future Strandherd Armstrong Bridge begins to take shape along the Rideau River
Looking north from the centre temporary pier on the west shore (September 2011)
Erecting shoring for floorbeam assembly - east approach (September 2011)
Delivery of crane for deck and arch steel assembly (September 2011)
Looking west across the river (August 2011)
West abutment thrust blocks, three arch anchors on inclined face (August 2011)
River view of completed west foundations with temporary piers on right (August 2011)
Assembly of launching rails, east approach (August 2011)
Stay-cable anchors delivered to site (August 2011)
Arch fabrication (August 2011)
Launching the rail bed - facing Earl Armstong Road (July 2011)
Launching the rail bed (July 2011)
Backfilling west abutment wall (July 2011)
Casting northwest concrete thrust block (June 2011)
Arch fabrication in progress - looking inside of arch on its side (June 2011)
Completed Painted Floorbeams waiting to be shipped to bridge site (June 2011)
Monday, 20 December 2010 15:05

Caravan of Concrete to Form Strandherd Armstrong Bridge First Footing

Caravan of Concrete to Form Strandherd Armstrong Bridge First Footing


Photo credit: CTV Ottawa

 

On Thursday December 16, 2010, the City of Ottawa’s contractor for the Strandherd-Armstrong Bridge poured approximately 1400 cubic metres of concrete to form the eastern footing of the $48 million city bridge spanning the Rideau River. Three concrete production plants supplied approximately 150 truckloads of concrete beginning at 4:00 am with deliveries to the bridge site lasting all day and into the evening. The cummulative load will weigh approximately 3000 tonnes.

"This bridge is a significant engineering undertaking and I am pleased to see progress being made on this important project for South Ottawa," said Gloucester-South Nepean Councillor Steve Desroches.

 

 

With a main span of 125 metres, the bridge will be the longest arch span in Ottawa. The length of the bridge is longer than a Canadian Football League field. The top of the main arch is 31 metres above the water of the Rideau River and the main superstructure will weigh approximately 6600 tonnes.

Ottawa Police were on hand on Thursday at River Road and Earl Armstrong Road to help coordinate traffic during the concrete delivery stage. It is anticipated that the bridge’s western footing will be poured in March of 2011.

The bridge is being funded with the assistance of the federal and provincial governments.

Related Story:

http://ottawa.ctv.ca/servlet/an/local/CTVNews/20101216/OTT_Strandherd_101216/20101216/?hub=OttawaHome

 

 

 

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