IN RESPONSE TO IE BULLETIN 80-11 · ACI 531-79, American Concrete Institute, Detroit, Michigan, y...
Transcript of IN RESPONSE TO IE BULLETIN 80-11 · ACI 531-79, American Concrete Institute, Detroit, Michigan, y...
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180-DAY REPORT
IN RESPONSE TO IE BULLETIN 80-11
FOR
QUAD CITIES NUCLEAR POWER STATION
UNITS 1 AND 2
COMMONWEALTH EDISON COMPANY
DOCKET NUMBERS 50-254 AND 50-265
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PREPARED BY: Bechtel Power Corporation
Report Date: January 15, 1982,
Revision 2
8202020245 820127 ~~
PDR ADOCK 08000237G PDR
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4.7 MASONRY WALL TESTING PROGRAM
A sampling and testing program is in progress and intends toaccomplish the following:
4.7.1 Verify the type and strength of block used for thewalls which do not appear on any design drawings.
4.7.2 Justify the assumed stresses used for the mortar ofsolid masonry walls.
4.7.3 Determine the allowable stress which can be transmittedacross a mortared collar joint.
4.7.4 Justify the use of inspected allowable stresses.
5.0 RESULTS OF MASONRY WALL EVALUATION
Table 3 lists the results of the masonry wall reevaluation. Thecriteria used to justify the wall'ss acceptance or mode in which itdoes not meet criteria are identified.5.1 SUMMARY
The following summarizes the results of the reevaluation of 82safety-related masonry walls:
5.1.1 Total number of walls meeting the acceptance criteria:52
5.1.2 Total number of walls which do not meet the acceptancecriteria: 30
6.0 REFERENCES
6.1 Building Code Requirements for Concrete Masonry Structures,ACI 531-79, American Concrete Institute, Detroit, Michigan,
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1979
6.2 USNRC IE Bulletin 80-11, dated May 8, 1980i
6.3 Final Safety Analysis Report (FSAR) for the Quad CitiesNuclear Power Station Units 1 and 2
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