ML20197D528

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Reviews DOE Rept Re Shiprock Riprap Specs & Gradations.Info Insufficient to Demonstrate Type B & Type B-1 Rock Gradations Acceptable.Addl Gradation Testing & Spec Mod &/Or Design Mods Recommended
ML20197D528
Person / Time
Issue date: 04/25/1986
From: Justus P
NRC OFFICE OF NUCLEAR MATERIAL SAFETY & SAFEGUARDS (NMSS)
To: Knapp M
NRC OFFICE OF NUCLEAR MATERIAL SAFETY & SAFEGUARDS (NMSS)
Shared Package
ML20197D515 List:
References
REF-WM-58 NUDOCS 8605140291
Download: ML20197D528 (2)


Text

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APR 2 51986 MEMORANDUM FOR: Malcolm R. Knapp, Acting Chief WMLU FROM: Philip S. Justus, Acting Chief WMGT

SUBJECT:

REVIEW 0F SHIPROCK RIPRAP SPECIFICATIONS AND GRADATIONS In accordance with your recent request (WM-86360), we have reviewed the subject report, which DOE submitted by letter dated April 11, 1986. In general, we conclude that the information provided in this report is not sufficient to demonstrate that the Type B and Type B1 rock gradations are acceptable.

Our examination of the riprap test data provided indicates that the single test performed to determine the gradation of Type B riprao may not be representative of the rock that will actually be placed. This conchsion is based on the following:

1. The sample tested contained only 16 individual rocks and had a weight of only 154 pounds; such a sample is probably too small to be meaningful.
2. The sample tested contained two rocks which weighed about 25 pounds each and two rocks which weighed about 17 pounds each. The NRC staff is not aware of the widespread availability of such large rocks in the immediate site area. Additionally, the presence of these four large rocks may have distorted the gradation curve significantly.

The NRC staff recommends that additional gradation testing be performed to conclusively document the rock gradations that are currently available at the site. Two additional tests should be performed for each representative Type B and Type B1 riprap (total of four tests). If the representative rock is found once again to be significantly larger than required by the specifications, the NRC staff suggests that one or both of the following be adopted:

1. the rock gradation specifications should be modified to allow the placement of this larger rock which is truly representative of locally available material; and/or
2. additional modifications should be made to the design in order to possibly effect significant reductions in rock quantities.

It is our understanding that an NRC construction site visit has been planned for the week of May 5,1986. This would be an ideal time for the tests to be p

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i1 conducted, since NRC staff would be available to verify the representativeness of the rock samples tested.

If you have any questions, please contact Ted Johnson, who may be reached at ext. 74490

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