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Supplement to License Amendment Request 16-03 Revise Current Licensing Basis to Adopt a Methodology for the Analysis of Seismic Category I Structures with Concrete Affected by Alkali-Silica Reaction.

Accession Number: ML16279A047

Date Released: Friday, October 7, 2016

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• ML16279A048 - Seabrook Station Supplement to License Amendment Request 16-03 to Revise Current Licensing Basis to Adopt a Methodology for the Analysis of Seismic Category I Structures with Concrete Affected by Alkali-Silica Reaction. (15 page(s), 9/30/2016)
• ML16279A049 - Enclosure 2: Simpson Gumpertz & Heger, Inc., "Evaluation and Design Confirmation of As-Deformed CEB, 150252-CA-02," Revision 0, July 2016 (Seabrook FP#100985). (527 page(s), 7/31/2016)
• ML16279A050 - Enclosure 3: MPR-4153, Revision 2, "Seabrook Station-Approach for Determining Through-Thickness Expansion from Alkali-Silica Reaction," July 2016 (Seabrook FP# 100918) (Non-proprietary). (34 page(s), 7/31/2016)
• ML16279A051 - Calculation 0326-0062-CLC-03, Rev. 2, "Correlation Between Through-Thickness Expansion and Elastic Modulus in Concrete Test Specimens Affected by Alkali-Silica Reaction (ASR)." (30 page(s), 7/19/2016)
• ML16279A052 - Calculation 0326-0062-CLC-01, Rev. 0, "Evaluation of ACI Equation for Elastic Modulus." (21 page(s), 1/29/2015)
• ML16279A053 - Calculation 0326-0074-CLC-02, Rev. 0, "Compressive Strength Values for Concrete at Seabrook Station." (13 page(s), 1/28/2015)
• ML16279A054 - Calculation 0326-0062-CLC-04, Rev. 0, "Calculation of Through-Wall Expansion from Alkali-Silica Reaction To-Date at Seabrook Station." (16 page(s), 7/19/2016)