Quentin L Seven Mile Dam Anchors Presentation
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This document summarizes the 2004 annual meeting of the Peter Kiewit Sons Co. Western Canada District. It discusses the construction of anchors for the Seven Mile Dam project, including the budget and actual costs for major operations like demolition, drilling, fabrication, grouting, and stressing of the anchors. It notes that Kiewit's bid of $12.9 million was the lowest of four contractors and that the owner later added six more anchors, increasing the contract value to $14.7 million. Key achievements and lessons learned from the project are also summarized.
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Concept to production - "The challenges of PM in the RNLI"
Concept to production - "The challenges of PM in the RNLI"
Culzean HPHT: Lessons Learnt From Maersk Oil UK's 1st HPHT Exploration Well &...
Culzean HPHT: Lessons Learnt From Maersk Oil UK's 1st HPHT Exploration Well &...
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AC-DC Converter Station - ED & Siemens - Heathfield Conv Stn Proj Info
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2014 Award of Excellence in Opertations - AT
This document lists the recipients of the 2014 Minister's Awards for Transportation Innovation from Alberta, Canada. It recognizes several projects and teams with Awards of Excellence for Design Innovation, Construction Innovation, Environmental Innovation, Safety Innovation, and Operational Innovation. The summaries provide the names of individuals and organizations honored for their work on projects like 3D laser scanning, highway construction, wetland habitat banking, remote safety monitoring, and the 511 Alberta traveller information system.
2000 Revelstoke Bridge Re-Hab 2000 meeting presentation
The document summarizes rehabilitation work done on the Columbia River Bridge in Revelstoke, BC from September 1999 to completion. The $1.16 million job involved removing 125 cubic meters of road surface, repairing subsurface concrete cracks, placing 125 cubic meters of fiber-reinforced concrete overlay, and installing 120,000 pounds of miscellaneous steel. Traffic management was a key concern, as the bridge saw 600 vehicles per hour and no full closures were allowed. Work included deck demolition, concrete paving, and steel installation.
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This document summarizes a presentation about using explosive compaction to improve ground conditions at the Seymour Dam in Vancouver, BC. Explosive compaction involves drilling holes, inserting explosive charges at intervals, and detonating them to densify soils from 50-80 feet deep without excavating. It describes the existing dam, need for upgrading, explosive compaction process used including panel development, drilling, blasting, and extensive monitoring of settlements, pressures, and vibrations. The conclusion is that settlements of 1-3 feet were achieved without lateral dam movement, and explosive compaction was more cost effective than traditional excavate and replace methods.
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The document summarizes the explosive compaction project used to densify foundation soils for the seismic upgrade of the Seymour Falls Dam in Vancouver, BC. Explosive compaction involved drilling over 800 blast holes and detonating sequential charges to induce compaction through liquefaction and reconsolidation of soils. Strict limits were placed on explosives selection, blast designs, and monitoring to minimize impacts to nearby structures and fish hatchery. The project successfully achieved the targeted 2-5% volumetric strain in soils through a bottom-up sequence of three blast passes across 18 panels using electronic detonators and emulsion explosives.
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AC-DC Converter Station - ED & Siemens - Heathfield Conv Stn Proj Info
AC-DC Converter Station - ED & Siemens - Heathfield Conv Stn Proj Info
2000 Revelstoke Bridge Re-Hab 2000 meeting presentation
2000 Revelstoke Bridge Re-Hab 2000 meeting presentation
article_transforming_culture_in_larger_organizations
article_transforming_culture_in_larger_organizations
Explosive Compaction of Foundation Soils Seymour Falls Dam
Explosive Compaction of Foundation Soils Seymour Falls Dam
Highway_40-10_Flood Repairs Report_2013_FINAL_Oct15
Highway_40-10_Flood Repairs Report_2013_FINAL_Oct15
Quentin L Seven Mile Dam Anchors Presentation
- 1. 2004 ! PETER KIEWIT SONS CO ! 48th ANNUAL WESTERN CANADA DISTRICT MEETING Seven Mile Dam Phase II Anchors Quentin Luey
- 2. Presentation Outline § The Estimate § Scope of Work § Major Operations § Conclusions
- 3. The Estimate § Kiewit - $12,944,950.00 § Haywood Baker - $16,448,330.00 § Walter - $18,264,720.00 § Graham - $18,345,000.00
- 5. The Largest Anchors in the World Scope: § Fabrication / installation / post tensioning of 48 strand anchors. § Each anchor made of 92 strands with a GUTS of 5.4 million pounds § During construction owner adds 6 more anchors increasing contract value to $14,700,000
- 6. Major Operations § Demolition of anchor blockouts § Drilling for the anchors § Anchor Fabrication § Anchor Grouting § Anchor Stressing
- 7. Demolition Budget = $1040 / yd3 Actual = $985 / yd3
- 8. Drilling Budget = $65 / ft Actual = $58 / ft
- 9. M13 Autoshot Survey Tool § Specifications called for a 1:300 alignment § After 54 drill holes the average accuracy achieved was 1:450 § The best result achieved was 1:2200 § Software included with the tool produces a 3-D image of the actual travel of the drill hole 8 410 1:600
- 11. The Anchor Bond zone Bare steel strand No wax or sheathing Holds anchor in the ground Free stress length Steel strand coated in wax and HDPE Elongation occurs in this section
- 14. Budget = $69 / strand Actual = $48 / strand Anchor Fabrication
- 15. Right way
- 16. Wrong Way
- 19. Budget = $1755 / install Actual = $1340 / install
- 20. Anchor Grouting § Grout was mixture of Type 10 cement and water with a W / C ratio of 0.45 § Absolutely no admixtures allowed § Anchor is grouted on the inside and outside of the sheathing simultaneously
- 21. Anchor Stressing Average Elongation = 24
- 22. Conclusions § Significance § People Involved
- 23. Club Seven Mile