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Spin-Lock Rock Anchor Case Histories:
Alta St. Restoration, San Francisco, CA

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Contractor:
Soil Engineering Constr. Inc.

Engineer:
Rogers-Pacific

Owner:
City & County of San Francisco

Case No:
53-2

Product Used:
R1H Hollow-Core Spin-Lock Rock Anchor System

R1H Hollow-Core Spin-Lock Rock Anchor System

During heavy rains in March of 1992 a portion of an existing multi story apartment building on Telegraph Hill fell away & tumbled 150 ft. down a cliff. The entire structure was then removed because of potential danger below (building/pedestrians). Construction of a temporary platform to support heavy equipment to reach out and perform permanent slope stabilization work began. Below retaining wall, over 50 each twenty one ft. long by 1-3/8" Williams Hollow Rock Bolts were placed, grouted and pre-tensioned using a crane support. During prestressing of Rock bolts to stabilize cliff face, a pneumatic torque wrench was used to increase productivity while a crane supported the unit and worker. By using Williams Hollow Core Rock bolts and standard NC thread torquing system, a large cost savings was absorbed. All project members are legitimately proud of their accomplishment of this high profile project performed under difficult time, weather and access requirements.

Main Reason They Chose Williams

According to Bill Creger, SEC, Williams was selected by geotechnical consultant Rogers-Pacific for developing a positive pre-stressable corrosion protected rock anchor and ease of installation.
Spin-Lock
Information
Parts &
Accessories
Head
Assemblies
Spin-Lock Installation Installation
Equipment
Corrosion
Protection
Case
Histories
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