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CASE STUDY
Ref No: 95JF0425

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Date: April 25, 1995

Author: Jeff Fisher, Vice President

Subject: Raw Water Intake Pipeline Anchor Project

Description of Problem: Secure underwater 16" steel pipe in the Ohio River.

Site / Design Conditions: Depth of water approximately 10-15 ft., variable river current: 1-3 knots, visibility: semi-turbid 1-2 ft., silty sand gravel soil conditions. Design engineers: Howard K. Bell, Construction Engineers., Inc. of Lexington, Kentucky, called for a pipe anchor system (saddle and two anchors) to complement sand bags. Holding requirement of 10 kips per anchor point.

Proposed Solution / Selected Solution: Five anchorage assemblies spaced every 10 ft., each anchor driven to 7 ft., load locked to 10 kips per drawings and specifications of contract. American Inland Marine, Inc. from Columbus, Ohio, were awarded the installation contract. Note: each anchorage assembly consists of 2 anchors, anchor rods, extensions, hardware and 1 pipe saddle.


Anchors: 10 MANTA RAY® MR-2 anchors, 5 stainless steel 16" pipe saddles, 10 SAR-10A galvanized anchor rods, 10 C-1 galvanized couplers, 10 pieces stainless steel all thread 3' x 1" all thread, 10 stainless steel nuts and washers.
Installation Equipment:
  • (1) Stanley BR-87 u/w jack hammer
  • (2) Stanley HP-1 hydraulic power unit
  • (3) LL-1M anchor locker
  • (4) SGC-18 drive steel kit


Installation Notes: *All ten anchors driven and load locked successfully per specification by commercial divers.


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