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Statement of projection cartographic.

Bridge Foundations and Substructures : Edmund Cadbury Hambly : : Blackwell's

Statement of coordinates cartographic. Issuing jurisdiction and denomination philatelic. Date s [ca. Physical description 2 film reels 24 min.

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Title proper of publisher's series. Parallel titles of publisher's series. Other title information of publisher's series.

Statement of responsibility relating to publisher's series. Numbering within publisher's series. Name of creator Williams, Donn B.

Name of creator Coltman, Don. Name of creator King, Howard. Name of creator Williams, Warner.


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Scope and content Item is an industrial film. Film contains animated graphics and live-action footage showing the construction of seven concrete piers on the Fraser River and shots of bridge site and construction of bridge. The completed Port Mann Bridge is not shown.

Film was sponsored by Perini Pacific Ltd. Sent to the Provincial Archives of B. Returned to City of Vancouver Archives in Language of material.

MAINTENANCE OF BRIDGES—SUBSTRUCTURE

The bearings, field splices, cross-frame connections, deck joints, top of deck, hammerhead pier caps, and pier columns were all inspected hands-on to assess any damage caused by the global rotations and movement of the structure. Measurements were collected to document these rotations and other movements. In addition, open pits were excavated along the south faces of the foundations of Piers 11 through 14, exposing the full height of the footing and approximately 18 inches of the piles beneath the footing for inspection.

The bridge was reopened to traffic within two months. During construction of the temporary repairs, strain gages were installed on the temporary post tensioning bars to monitor the change in strain in these elements as the structure was lifted and rotated back into alignment.


  • Item : 2013-020.28 - Foundations and substructure for Port Mann Bridge.
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  • Bridge foundations and substructures?

During the lifting and realignment process dynamic data was required, so the system was reconfigured using Campbell Scientific CDM-VW modules that were used to collect data from the tiltmeters and strain gages at a hertz sampling rate.