Earth Reinforcement Testing

Musquash River Basin Dams

Share |


Musquash River Basin Dams
Project Details
Location: New Brunswick, Canada
Client: Hatch Limited
Client Contact: Greg Snyder

Project Gallery

  • Photo 1
  • Photo 2
  • Photo 3
  • Photo 4
  • Photo 5
  • Photo 6
  • Photo 7
  • Photo 8

SGE Acres Ltd. (SGE) evaluated the condition of the Log Falls, Loch Alva, and Seven Mile Lake Dams on behalf of the Province of New Brunswick, Department of Supply and Services. These dams are located in the East and West Musquash River Basins in New Brunswick, Canada. During the period from 1964 to 1974, these dams were retrofitted with tie-down anchorages consisting of BBR button head anchorage assemblies, and Stressteel prestressing steel rods, that were grouted into bedrock. Since the anchors were between 32 and 42 years old, at the time of the evaluation (2006), SGE needed information relative to the existing condition of the anchors and the potential for corrosion. To meet this need, SGE retained MMCE/ERTesting to perform nondestructive testing (NDT) and condition assessment of selected anchors. 

MMCE/ERTesting performed NDT and condition assessment in general accordance with the protocol and test methods described in the recently published National Cooperative Highway Research Program (NCHRP) Report 477, “Recommended Practice for Evaluation of Metal Tensioned Systems in Geotechnical Engineering.” In general, the results from the condition assessment indicated that all of the tested anchors were in good condition. The presence of extensive corrosion was not evident in the data, and the anchor tendons were apparently protected by grout throughout the majority of their length. The most vulnerable portions of the elements are within the stressing head of the BBR buttonhead wire anchor assemblies, and possibly within a gap where the tendon is not surrounded by grout directly beneath the bearing plate of the Stressteel rod type anchors. The results obtained from this study indicated that retrofit or replacement of the tie-downs was not necessary. MMCE/ERTesting recommends additional condition assessment at five (limited evaluation) and ten year (detailed evaluation) intervals.

Results from the recent condition assessment will serve as a baseline for comparison with future observations. Continued condition assessment and corrosion monitoring of the tie-downs is a valuable tool for asset management and can indicate if service life expectations are being met, or exceeded. Thus, elements may be relied upon for continued service that may otherwise be deemed as needing replacement.  



Related Documents

Assessing the Reliability of Existing Anchor Installations at Loch Alva and Log Falls Dams - This paper was written by our clients and presented at the 2007 Annual Conference of the Canadian Dam Association.


© 2018 Earth Reinforcement Testing. All Rights Reserved.