ML18117A383

4 to Updated Final Safety Analysis Report, Chapter 5, Appendix 5E, Table of Contents

ML18117A383
Person / Time
Site:	Crane
Issue date:	04/06/2018
From:	Exelon Generation Co
To:	Office of Nuclear Reactor Regulation
Shared Package
ML18117A343	List: ML18117A350 ML18117A352 ML18117A353 ML18117A355 ML18117A359 ML18117A360 ML18117A361 ML18117A362 ML18117A363 ML18117A364 ML18117A366 ML18117A367 ML18117A369 ML18117A370 ML18117A371 ML18117A372 ML18117A374 ML18117A375 ML18117A376 ML18117A377 ML18117A379 ML18117A382 ML18117A383 ML18117A384 ML18117A386 ML18117A387 ML18117A388 ML18117A389 ML18117A390 ML18117A391 ML18117A392 ML18117A393 ML18117A394 ML18117A395 ML18117A396 ML18117A397 ML18117A399 ML18117A400 ML18117A401 ML18117A403 ML18117A404 ML18117A406 ML18117A407 ML18117A408 ML18117A409 ML18117A410 ML18117A411 ML18117A413 ML18117A414 ML18117A415 ... further results
References
TMI-18-047
Download: ML18117A383 (5)

Text

TMI-1 UFSAR APPENDIX 5E 5E-i REV. 18, APRIL 2006 APPENDIX 5E GILBERT ASSOCIATES, INC., PRELIMINARY REPORT TO METROPOLITAN EDISON COMPANY ON STRUCTURAL INTEGRITY TESTING OF THE REACTOR BUILDING STRUCTURE FOR THREE MILE ISLAND NUCLEAR STATION UNIT 1 This Report Contains:

24 pages of text 7 tables 22 figures

TMI-1 UFSAR APPENDIX 5E 5E-ii REV. 18, APRIL 2006 November 5, 1969 GAI REPORT NO. 1710 PRELIMINARY REPORT ON STRUCTURAL INTEGRITY TESTING OF REACTOR BUILDING STRUCTURE FOR THREE MILE ISLAND NUCLEAR STATION UNIT 1 METROPOLITAN EDISON COMPANY Gilbert Associates, Inc.

525 Lancaster Avenue Reading, Pennsylvania

TMI-1 UFSAR APPENDIX 5E 5E-iii REV. 18, APRIL 2006 TABLE OF CONTENTS

1.

PURPOSE

2.

DESCRIPTION OF CONTAINMENT STRUCTURE 2.1 LOCATION 2.2 GEOMETRY AND PRINCIPAL ELEMENTS 2.3 MATERIALS 2.3.1 Liner 2.3.2 Mile Steel Reinforcement 2.3.3 Concrete 2.3.4 Tendons 2.4 DESIGN 2.5 CONSTRUCTION METHODS

3.

TEST REQUIREMENTS 3.1 PRELIMINARY SAFETY ANALYSIS REPORT

4.

TEST PROCEDURES 4.1 GENERAL DESCRIPTION 4.2 PREPARATION 4.3 DURING TEST 4.4 FOLLOWING TEST0

5.

INSTRUMENTATION 5.1 GENERAL DESCRIPTION 5.1.1 Displacement Measurements 5.1.2 Strain Measurements 5.1.4 Tendon Anchorage Zone Inspection6

6.

AS BUILT CONDITIONS

7.

CALCULATED RESPONSE 7.1 GENERAL DESCRIPTION 7.2 CALCULATED DISPLACEMENTS 7.3 MEASUREMENT, ANALYSIS, AND CONSTRUCTION INACCURACIES

8.

FORMS FOR RECORDING THE MEASURED DISPLACEMENTS, STRAINS, TEMPERATURE, AND TENDON ANCHORAGE OBSERVATIONS

9.

INTERPRETATION OF RESULTS TABLES FIGURES

TMI-1 UFSAR APPENDIX 5E 5E-iv REV. 18, APRIL 2006 LIST OF TABLES Table 1 Instrument Location Table 2 Strain Gages Full Bridge Table 3 Strain Gages Rosettes Table 4 Displacement LVDT'S Table 5 Displacement Scales and Tapes Table 6 Temperature Readings Table 7 Tendon Anchorage Observations - Wire Failures

TMI-1 UFSAR APPENDIX 5E 5E-v REV. 18, APRIL 2006 LIST OF FIGURES Number Title 5E-1 Reactor Building - Cross Section 5E-2 Ideal Schedule 5E-3 Instrumentation - Outside Face 5E-4 Instrumentation - Inside Face 5E-5 Instrumentation - Equipment Access - Outside Face 5E-6 Instrumentation - Penetrations - Interior Face 5E-7 Radial Displacements of Reactor Building 5E-8 Crack Patterns - Wall and Dome Junction 5E-9 Crack Patterns - Wall 5E-10 Crack Patterns - Equipment Access 5E-11 Crack Patterns - Concrete Ring Beam Area 5E-12 Cylinder Base Radial Displacement 5E-13 Cylinder Base and Wall Radial Displacement 5E-14 Cylinder Wall and Dome Radial Displacement 5E-15 Cylinder Wall and Dome Radial Displacement 5E-16 Dome Radial Displacement and Cylinder Ledge Vertical Displacement 5E-17 Base and Dome Apex Vertical Displacement 5E-18 Equipment Access Displacement 5E-19 Equipment Access Displacement 5E-20 Equipment Access Displacement 5E-21 Equipment Access Displacement 5E-22 Equipment Access Displacement