ML19302G327

Order (Adopting Transcript Corrections, Transcript Redactions, and Final Exhibit List)

ML19302G327
Person / Time
Site:	Seabrook
Issue date:	10/29/2019
From:	Ronald Spritzer Atomic Safety and Licensing Board Panel
To:
SECY RAS
References
50-443-LA-2, ASLBP 17-953-02-LA-BD01, RAS 55392
Download: ML19302G327 (67)

Text

UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION ATOMIC SAFETY AND LICENSING BOARD Before Administrative Judges:

Ronald M. Spritzer, Chairman Nicholas G. Trikouros Dr. Sekazi K. Mtingwa In the Matter of Docket No. 50-443-LA-2 NEXTERA ENERGY SEABROOK, LLC ASLBP No. 17-953-02-LA-BD01 (Seabrook Station, Unit 1) October 29, 2019 ORDER (Adopting Transcript Corrections, Transcript Redactions, and Final Exhibit List)

An evidentiary hearing was held in this proceeding on September 24-27, 2019 in Newburyport, Massachusetts. At the close of the hearing, in consultation with the parties, the Board adopted a post-hearing schedule for party review of the hearing transcript to generate proposed transcript corrections1 and proposed transcript redactions. On October 18, 2019, the NRC Staff, NextEra Energy Seabrook, LLC (NextEra), and C-10 Research and Education Foundation (C-10) timely filed proposed transcript corrections.2 1 Transcript corrections are primarily to correct typographical, spelling, or mis-transcription issues. Proposed corrections should reflect the actual testimony that was spoken at the hearing; it is not an opportunity to rehabilitate or change the spoken testimony.

2 Joint Motion to Correct the Transcript for the Evidentiary Hearing Held September 24-27, 2019 (Oct. 18, 2019).

The Board has reviewed the transcript and the parties proposal and adopts the corrections set forth in Appendix A of this order.3 The September 24-27, 2019 hearing transcript,4 the official record of the evidentiary hearing, is revised to reflect the corrections listed in Appendix A.

The Board has also reviewed and accepts the proposed transcript redactions filed by NextEra on October 18, 2019. The Board will circulate to the parties for review a version of the transcript that incorporates NextEras redactions by blackening out the proprietary information.

Each party will have five days to review the proposed redactions for accuracy. Once that is complete, the Board will provide the redacted transcript to the Office of the Secretary (SECY) for placement into the public docket.

Finally, the Board adopts the final exhibit list attached hereto as Appendix B, which reflects all the exhibits admitted at the evidentiary hearing. However, C-10s Motion to Compel Production of Mineralogy Data and Request for the Opportunity to Submit Supplemental Written Testimony Regarding the Data remains pending before the Board.5 3 The only change made by the Board to the proposed corrections was to change the spelling of constitutive. Tr. at 856, Line 1.

4 Tr. at 214-1203.

5 C-10 Research and Education Foundations Motion to Compel Production of Mineralogy Data and Request for Opportunity to Submit Supplemental Written Testimony Regarding the Data (Sept. 29, 2019).

In addition, on October 28 C-10 filed another motion seeking to add additional exhibits to the evidentiary record.6 The Board will close the evidentiary record once those motions have been resolved.

IT IS SO ORDERED.

FOR THE ATOMIC SAFETY AND LICENSING BOARD

/RA/

Ronald M. Spritzer, Chairman ADMINISTRATIVE JUDGE Rockville, Maryland October 29, 2019 6 C-10 Research and Education Foundations Response to ASLB Memorandum and Motion to Submit Additional Exhibits Regarding Petrographic Observations and Analyses of ASR at Seabrook (Oct. 28, 2019).

APPENDIX A: CORRECTIONS TO THE TRANSCRIPT OF THE EVIDENTIARY HEARING HELD ON SEPTEMBER 24-27, 2019 (DOCKET NO. 50-443-LA-2)

Page Line Now Reads Change Speaker 217 19 docketed as, by docketed by Judge 218 4 would to thank would like to thank Judge 220 15 Information Education Curran 220 24 Byrce Bryce Wachutka 220 25 Phillip Philip Wachutka 229 3 ERA-005-R3 NER-005-R3 Lighty 232 8 Glen Glenn Bessette 236 20 notes, The notes, the Curran 240 2 control controlled Lighty 241 1 is complete is a complete Lighty 242 16 relative relevant Lighty 243 12 engineers, the engineers, and the Lighty 243 23 meeting meetings Lighty 246 2 power reactor Lighty 247 25 two-scale to-scale Lighty 252 20 specimens program Wachutka 255 16 a license amendment the license amendment Wachutka 256 10 along, alone, Wachutka 262 17 in country in this country Judge 263 7 research on research projects on Saouma 264 8 help them through help them solve Saouma 264 11 So I have I have Saouma 264 18 not a PE and not a PE, but Saouma 264 18 student to pass students to pass Saouma 266 3 Its expertise I dont claim expertise Saouma 267 17 to what extent to they to what extent do they Judge have have Mtingwa 268 13 MS. BUFORD: JUDGE MTINGWA:

268 17 structural integrity Structural Integrity Simons associates Associates 276 8 wouldnt call it wouldnt call Saouma 276 14 ensure a ensure Saouma 276 15 characteristic characteristics Saouma 276 17 query quarry Saouma 276 21 that, when you that, you Saouma 276 22 represent represent: Saouma 276 25 So this axial This axial Saouma 277 3 concern concerns Saouma 279 4 observed with informs but observed which informs Bayrak concrete what concrete 280 18 no true no through- Bayrak 281 11 ACI 318-7 ACI 318-71 Bayrak

Page Line Now Reads Change Speaker 283 6 not only conservative side not only on the Bayrak conservative side 283 15 There is There are Saouma 283 22 shear crack shear cracks Saouma 284 3 crack. cracks. Saouma 284 10 the so-called a so-called Saouma 284 15 almost every almost everything Judge 286 8 comes as a clause comes as cause Saouma 286 9 T-bar rebar Saouma 286 12 AAR ASR Saouma 286 15 is a lot are a lot Saouma 286 15 of members members Saouma 286 16 with enforced with reinforced Saouma 286 17 adequate reasonable adequate or reasonable Saouma 286 17 good adequate good, adequate Saouma 287 13 aggregate of aggregate or Saouma 287 16 of course, also of course, Saouma 287 22 chemical. chemicals. Saouma 290 16 in the core solution in the pore solution Bayrak 292 2 identified along identified in Saouma 292 4 However, a nuclear However, in a nuclear Saouma 292 20 strengths. strength. Saouma 293 1 analysis, and a analysis, in a Saouma 293 1 used as used in Saouma 293 10 type types Saouma 293 10 type of concrete types of concrete Saouma 294 3 pretension concrete pretensioned concrete Bayrak 294 6 pretension concrete pretensioned concrete Bayrak 294 9 pretension concrete pretensioned concrete Bayrak 294 19 NextEra NextEra's Bayrak 294 20 colleagues and colleagues Bayrak 294 23 there is there are Saouma 294 23 unintentioned unintended Saouma 295 4 two through Bayrak 296 16 REI RAI Carley 297 4 0.00207 0.207 Bayrak 300 25 get gets Saouma 301 10 from beginning from the beginning Saouma 302 1 temperature temperature and Saouma 302 7 is true factor is a true factor Saouma 303 5 A The Bell 304 6 the code's (delete these words) Bell 306 16 ACI code. the ACI code. Saouma 306 17 ACI 1971 code -- 40 years the ACI 1971 code -- 40 Saouma ago years old 307 11 still model still models Saouma 307 12 all direction, all directions, Saouma

Page Line Now Reads Change Speaker 308 22 MR. BOLOURCHI DR. BOLOURCHI 310 8 MR. BOLOURCHI DR. BOLOURCHI 310 10 Yeah. Yes. Saouma 310 12 Design code Design codes Saouma 310 13 Design code, Design codes, Saouma 310 15 design code, design codes, Saouma 310 19 there are hired Saouma 310 25 solution solutions Saouma 311 15 hand of hands of Saouma 312 4 in is Bayrak 313 15 matters metrics Saouma 313 18 analogies analysis Saouma 313 19 ASR then ASR, then Saouma 314 9 parentheses parenthesis Saouma 314 13 assumption assumptions Saouma 314 17 conducted that conducted - that Saouma 314 20 quantify insecure in quantify and secure Saouma 315 2 property properties Saouma 315 8 Lego Legos Saouma 315 11 with a so-called with so-called Saouma 315 12 property properties Saouma 315 15 strengths strength Saouma 315 16 increasing evidence increasing the evidence Saouma 315 17 so compressive that compressive Saouma 315 18 strengths strength Saouma 315 19 perform perform an Saouma 316 4 MR. BOLOURCHI DR. BOLOURCHI 316 13 hey , try they tried Bolourchi 317 16 perform performed Saouma 317 18 So and I So I Saouma 318 20 were are Carley 319 24 guides guidelines Simons 320 11 primarily primary Simons 320 13 due to or compared due to ASR for Simons comparison 321 25 MPR 40-153 MPR 4153 Judge 323 20 NPR MPR Bayrak 324 18 ISC ISE Bayrak 325 3 We are to We have to Saouma 325 6 structure. structures. Saouma 325 9 structure. structures. Saouma 325 22 We are to We have to Saouma 326 16 are not quotes at all are not codes at all Bayrak 326 24 ISC ISE Bayrak 328 18 ones once Saouma 328 22 sabbatic sabbatical Saouma 329 4 reaches of concern. reaches concern. Saouma 329 5 Empa EMPA Saouma

Page Line Now Reads Change Speaker 329 15 MS. SHERMAN: MR. SHERMAN:

329 19 materials' materials Sherman 329 24 documents document Sherman 330 21 Everything from For example Sherman 332 18 MS. SHERMAN: MR. SHERMAN:

332 22 sensing sensitive Sherman 333 4 one on Sherman 335 3 and details and details an Saouma 336 15 justification that that could justification that it could Thomas continue to be used. continue to be used.

337 2 So, the next step licensing So, the next step licensee Thomas 337 4 it could continue to be it could continue to be Thomas developed. enveloped.

337 21 It is. These are applicable. It is not. These are not Saouma applicable.

337 25 Applicable Not applicable Saouma 338 24 lenient linear Saouma 339 4 there was this There was Saouma 340 6 fractural fracture Saouma 340 10 sheer shear Saouma 340 12 MSE NRC Saouma 343 10 remember his remember her Saouma 343 20 the shear strengths and its shear strengths and their Saouma impact impact 343 24 specimen. specimens. Saouma 344 2 strengths on strengths in Saouma 345 17 in closed enclosed Carley 346 12 MR. BOLOURCHI DR. BOLOURCHI 346 18 MR. BOLOURCHI DR. BOLOURCHI 346 21 MR. BOLOURCHI DR. BOLOURCHI 346 24 true thickness through thickness Bolourchi 346 25 enforcement reinforcement Bolourchi 347 10 true thickness through thickness Bolourchi 347 21 MR. BOLOURCHI DR. BOLOURCHI 347 24 three directions the third direction Bolourchi 348 24 MR. BOLOURCHI DR. BOLOURCHI 349 1 MR. BOLOURCHI DR. BOLOURCHI 349 12 MR. BOLOURCHI DR. BOLOURCHI 349 20 MR. BOLOURCHI DR. BOLOURCHI 349 23 MR. BOLOURCHI DR. BOLOURCHI 349 25 MR. BOLOURCHI DR. BOLOURCHI 350 2 MR. BOLOURCHI DR. BOLOURCHI 351 1 affects the critical in the effect is critical in the Thomas direction where theres direction where theres 351 2 the strength to expansion. the restraint to expansion. Thomas 351 3 what kind of a strength what kind of a restraint Thomas exists in this structure. exists in this structure.

Page Line Now Reads Change Speaker 351 8 unisotropic anisotropic Saouma 351 19 MR. BOLOURCHI DR. BOLOURCHI 351 21 biometrical parametrical Bolourchi 351 22 closure enclosure Bolourchi 351 22 under the other Bolourchi 351 23 wall walls Bolourchi 353 9 true through Bolourchi 354 2 we do some make we do make some Saouma 354 20 MR. BOLOURCHI DR. BOLOURCHI 354 23 MR. BOLOURCHI DR. BOLOURCHI 355 1 MR. BOLOURCHI DR. BOLOURCHI 355 5 MR. BOLOURCHI DR. BOLOURCHI 355 9 a, (delete these words) Bolourchi 355 9 MR. BOLOURCHI DR. BOLOURCHI 355 10 it's talking (delete these words) Bolourchi 356 1 code quotes Bolourchi 356 7 formation deformation Bolourchi 356 12 using is using Bolourchi 357 3 formation deformation Saouma 357 16 pictures of pictures of a Saouma 357 17 retaining the wall retaining wall Saouma 357 20 was very was a very Saouma 357 25 part impact Saouma 358 1 Ive I Saouma 358 5 whether internal whether an internal Saouma 358 14 before testing, before testing Saouma 358 16 expansion was expansion - was Saouma 359 12 off of Bayrak 361 5 really major really a major Saouma 361 11 strengths strength Saouma 361 22 too to Saouma 362 5 MR. BOLOURCHI DR. BOLOURCHI 362 8 shearest stiffness shear stiffness Bolourchi 362 13 shearest stiffness shear stiffness Bolourchi 362 19 whole, it total change Bolourchi 363 11 MR. BOLOURCHI DR. BOLOURCHI 363 13 MR. BOLOURCHI DR. BOLOURCHI 363 16 MR. BOLOURCHI DR. BOLOURCHI 363 24 that that that Bolourchi 365 14 admitted method Saouma 365 20 which existing ASR. with existing ASR, Saouma 365 21 And you want and you want Saouma 369 4 MR. BAYRAK DR. BAYRAK 369 7 MR. BAYRAK DR. BAYRAK 370 2 Popovic Orbovic Saouma 370 10 because of nonlinear due to the nonlinear Saouma 370 11 that than Saouma

Page Line Now Reads Change Speaker 373 13 universally universally, Saouma 373 15 as the kinetics at the kinetics Saouma 375 8 out of door outdoors Saouma 375 22 expansion because expansion (because Sherman 375 23 its idea is you the idea if you Sherman 375 24 look at see look and see Sherman 375 25 future. We future), we Sherman 376 1 had add Sherman 376 3 times, not times not, Sherman 376 4&5 Baruba (phonetic). Berube. Sherman 377 25 provided to it? provided to it. Sherman 381 9 all wall Carley 383 17 that was that it was Simons 385 5 cross-aggregate crush coarse aggregates Saouma 385 5 multiple tests for tests Saouma 386 1 applicable application Saouma 386 2 values test various tests Saouma 386 4 over time over the time Saouma 386 13 all the way all the way to Saouma 388 9 ISC ISE Sherman 389 3 of agree of us agree Sherman 389 13 ISC ISE Sherman 390 22 curve? curve. Sherman 391 21 through-all through-wall Collins 392 17 So method The method Saouma 392 19 relate - so relate the Saouma 392 20 that is degradation of that is, degradation of Saouma elastic models elastic modulus, 393 2 implemented discussed Saouma 393 3 resection introduction Saouma 393 10 perform. perform it. Saouma 394 2 nearly, not all nearly if not Saouma 394 13 two reactants. One two reactants, one Saouma 394 15 build, then it build, build. Then it builds, Saouma 394 19 by quote. by all. Saouma 396 20 3493R in ACI 349.3R Carley 397 1 three-wall through-wall Carley 400 11 today ASR. todays standards. Saouma 400 13 qualifier quantification Saouma 400 17 So slow Slow Saouma 404 4 concrete when concrete Saouma 404 6 come. were mixed. Saouma 404 11 interesting one, an interesting one, Saouma 404 13 location, a certain location, location here, a certain Saouma location there, 404 14 a certain location, how Saouma 404 21 hid had Saouma

Page Line Now Reads Change Speaker 406 6 bar box Sherman 408 16 has qualitative has a qualitative Saouma 409 9 structure. structures. Saouma 410 2 cut specimen cast a specimen Saouma 410 3 was inhibit was an inhibitor Saouma 410 7 specimen, specimens, Saouma 410 9 0.5 percent special 0.5 percent Saouma 415 20 two or three Tier Three Simons 418 22 There has There have Saouma 419 7 out of plane, out-of-plane, Saouma 419 23 out of plane out-of-plane Saouma 423 20 pour solution pore solution Bayrak 425 6 So cracking So the cracking Saouma 426 3 smaller crack. smaller cracks. Saouma 426 3 surface appear Saouma 426 4 It might They might Saouma 426 12 far as far as to say Saouma 427 14 probability laboratory Saouma 427 16 we had to we have to Saouma 428 18 quota code Bayrak 428 19 quota code Bayrak 431 9 directly to directly related to Saouma 434 11 AK11-EI (phonetic) Equivalent "EI" Bayrak 435 24 MR. BOLOURCHI DR. BOLOURCHI 436 4 make need Bolourchi 436 6 expressed stress Bolourchi 436 14 defined refined Bolourchi 436 19 full 99 analysis full nonlinear analysis Bolourchi 437 10 for the dam dam Saouma 437 17 1TE Gentilly Saouma 437 18 (phonetic) [delete] Saouma 437 19 , the F, the Seminoe Saouma 437 25 MR. BOLOURCHI DR. BOLOURCHI 437 12-13 Lets not mention what the Lets mention that the Saouma Bureau of Reclamation in Bureau of Reclamation did terms of linear perform nonlinear analysis also for ASR 438 2 MR. BOLOURCHI DR. BOLOURCHI 438 5 1TE (phonetic) Gentilly Saouma 438 15 lining leaking Bolourchi 439 9 MR. BOLOURCHI DR. BOLOURCHI 439 14 MR. BOLOURCHI DR. BOLOURCHI 439 18 MR. BOLOURCHI DR. BOLOURCHI 440 10 Is it due It is due Saouma 440 11 theres degradation? there is a degradation. Saouma 440 25 everything flow everything flows Saouma 441 4 father of a lot of the fathers of the LRFD Saouma

Page Line Now Reads Change Speaker 442 7 alluded alluded to Saouma 442 17 SD&H SG&H Simons 443 23 a genesis the genesis Saouma 443 25 competing opinion, competing opinions, Saouma 443 25 There was There were Saouma 444 12 This is again, some These are again, some Saouma general consideration. general considerations.

447 14 implication. implications. Saouma 447 20-21 NRCs safety values. NRCs safety evaluation Thomas values.

448 7 So The Saouma 450 10 in certain in a certain Saouma 451 7 there is papers there are papers Saouma 453 14 referred to my referred to his Curran 454 18 Empa EMPA Saouma 457 16 ignoring ignore Saouma 460 24 on sides inside Saouma 467 4 CC CI Simons 468 12 53 5-3 Simons 468 18 imbedded embedded Simons 469 14 artificial actual Simons 473 20 loop loupe Bagley 475 22 -- term Saouma 475 23 to mention previously mentioned Saouma 476 5 on site onsite -- Saouma 476 6 the data, the data -- Saouma 476 18 but just and Saouma 476 20 likelihood; not stronger, likelihood -- not stronger -- Saouma 476 25 MR. SIMON MR. SIMONS 478 10 MR. SIMON MR. SIMONS 478 16 MR. SIMON MR. SIMONS 478 25 MR. SIMON MR. SIMONS 479 13 MR. SIMON MR. SIMONS 481 3 which is which shows the Saouma 483 7 Institutional Institution of Bayrak 484 22 screen strain Bayrak 485 1 build bill Bayrak 489 1 time times Saouma 489 8 substantial substantially Saouma 489 10 cases where cases where the Saouma 489 12 By Stark classical paper In Starks classical paper, Saouma where 490 1 paper Stark paper, Stark Saouma 490 3 observation in observation for Saouma 490 5 again result again the result Saouma 490 17 dried drying Saouma 490 21 engineer. engineers. Saouma

Page Line Now Reads Change Speaker 490 23 where which are Saouma 491 16 no conducive not conducive Saouma 491 21 So average So the average Saouma 491 23 in other word, in other words, Saouma 491 23 me Seabrook, Saouma 492 2 crack cracks Saouma 492 9 direction. directions. Saouma 492 11 show showed Saouma 492 17 ASR want to expand. ASR ASR wants to expand Saouma want to expand ASR wants to expand 492 18 humidity which humidity - which Saouma 493 1 crack cracks Saouma 493 2 crack, and crack. And Saouma 493 7 called fracture called a fracture Saouma 493 10 it plastic it the plastic Saouma 493 11 it fracture it the fracture Saouma 493 14 test. tests. Saouma 493 20 There is There are Saouma 493 21 of Hillerborg by Hillerborg Saouma 493 23 exhibit. exhibits. Saouma 493 25 There is There are Saouma 493 8-9 cementitious nature of the cementitious nature of the Saouma material for concrete concrete 494 1 ASR crack ASR cracks Saouma 494 4 Surface The surface Saouma 494 21 there is much there is a much Saouma 494 22 petrographic, petrographic examination, Saouma 494 25 pattern; pattern -- Saouma 495 1 map cracking, map cracking -- Saouma 495 2 reinforcement the crack reinforcement, the cracks Saouma aligns align 495 4 dispute; you dispute; as you Saouma 495 5 universally accepted it is universally accepted Saouma 495 7 coming next, under comes next, and under Saouma 495 12 written was was written Saouma 495 14 Swiss report the Swiss report Saouma 495 16 technician technicians Saouma 499 1 weren't were Sherman 501 13 managements, measurements Carley 502 23 shear strength, BWD shear strength, (bw)(d) Bayrak 504 2 is document describing in the document describes Saouma an 504 5 mentioned mentioned: Saouma 505 11 FHWA. FHWA report. Saouma 505 20 reach reached Saouma 505 21 expansion rate. expansion. Saouma 506 16 Through the wall, Through-wall, Saouma

Page Line Now Reads Change Speaker 506 18 through the wall through-wall Saouma 507 9 opinion accurately opinion, accurately Saouma 508 12 high-level crack on the high-level crack that Saouma surface surfaced 511 8 installed all installed, all Saouma 511 9 It doesnt It does Saouma 511 12 putting an putting in an Saouma 511 13 as bad as as bad as a Saouma 512 3 advance advances Saouma 512 7 petrographer petrographers Saouma 512 10 shows show Saouma 512 12 make estimate make an estimate Saouma 512 15 track, so cracks, Saouma 512 20 petrographer petrographers Saouma 512 21 weight. weights. Saouma 513 13 install installing Saouma 514 10 called called the Saouma 514 12 have has Saouma 514 13 calibration calibrations Saouma 514 15 elastic modulus the elastic modulus Saouma 518 11 CCI and MCI. CCI and CI. Buford 521 1 need to need the Bagley 521 11 were miss were to miss Bagley 522 8 margin margins Saouma 522 8 needs need Saouma 522 10 normalize normalized Saouma 522 12 showing using Saouma 522 14 resulting results Saouma 522 15 and to and -- to Saouma 522 16 extent possible extent possible -- Saouma 524 6 production reduction Bagley 525 5 the element the finite element Saouma 525 9 code mode Saouma 525 10 apply uniformly apply it uniformly Saouma 526 15 law wall Carley 526 21 final finite Saouma 526 22 analogies analysis Saouma 527 4 final finite Saouma 527 5 analogies analysis Saouma 527 14 understanding understanding, Saouma 527 18 readings they readings do they Saouma 527 19 water transition code. transition zones. Saouma 531 2 crackage cracking Saouma 531 7 is the the Saouma 531 9 provocation propagation Saouma 531 22 insulation installation Judge 532 6 midplane cracking Carley

Page Line Now Reads Change Speaker 534 13 crack fold. crack. Saouma 534 2-3 flow rate distributor through-wall distribution Saouma 535 1 occurs so far because occurs because Saouma 535 9 and too or two Saouma 536 16 modules modulus Bagley 537 2 well it well, it Saouma 538 24 cycling, cyclic Saouma 539 7 F prime C f prime C Saouma 539 9 error bars error bar Saouma 539 11 competence confidence Saouma 539 18 is date which has are data which have Saouma 539 24 field field, Saouma 540 6 values, which values which Saouma 540 7 account, account Saouma 540 9 so model no model Saouma 540 13 without error without an error Saouma 550 23 query. quarry. Saouma 550 25 query. And quarry. And the Saouma 551 1 -- quarry -- Saouma 551 7 container containment Carley 551 8 containment. and containment. Carley 554 4 arranged on the range of Saouma 556 16 demic (phonetic) DEMEC Saouma 556 17 direct. direct measurement. Saouma 556 19 on the - models of the modulus Saouma 557 13 explain explains Saouma 557 14 German side German, Saouma 558 17 MR. BOLOURCHI MR. BAGLEY 559 16 at specific at the specific Saouma 559 20 much as the location as much of the location as Saouma are indicated indicated 561 14 direction that is directions, that is the Saouma 561 15 direction. directions. Saouma 561 19 into in Saouma 562 1 And has And it has Saouma 562 9 as saying by saying Saouma 562 11 depths. depth. Saouma 562 7-8 Walt (phonetic) Wald Saouma 563 4 and how and in how Saouma 563 9 irrespective, and at irrespective of Saouma 563 15 form shape deformed shape Saouma 566 3 alkali-reaching alkali leaching Bayrak 567 16 extending to. extending to the surface. Bayrak 569 16 analogies, we use highly analysis, we use highly Saouma deformed shape. deformed shapes 569 19 measurement measurements Saouma 570 25 fractured energy fracture energy Saouma

Page Line Now Reads Change Speaker 571 8 on the naked with the naked Saouma 571 11 There is a There are a Saouma 571 13 well well, Saouma 571 16 crack because a crack -- crack, because a crack is Saouma is 571 19 not -- not Saouma 572 21 perditious pernicious Saouma 573 3 indication because indication - because Saouma 573 15 3493R. 349.3R. Carley 574 3 requires to requires us to Saouma 574 7 mind minds Saouma 574 8 program problem Saouma 574 9 and doing best doing our best Saouma 574 2-3 extra identity extraordinarily complex Saouma 575 4 judgement judgment Judge 575 15 ASI ACI Buford 577 18 or not all the codes and other codes do not Bell 578 15 0.75, 1.4D.L. 0.75(1.4D+1.7L) Bell 578 18 to like Bell 579 24 adjust material adjust the material Saouma 580 2 not all, not all -- Saouma 580 3 but many but many -- Saouma 580 4 318.71 were written 318.71 Code was written Saouma 580 5 element were in its element analysis were in Saouma their 580 7 later version a later version Saouma 580 21 approximate equation or the approximate Saouma equation 580 22 code is code - is Saouma 580 23 1.9 or 2.0 equation, we the 1.9 or 2.0 terms in the Saouma give as the shear equation that gives the shear 583 25 properly properly, Saouma 584 1 discussed it discussed Saouma 584 7 structures, which structures which Saouma 584 16 there have there has Saouma 584 19 stress stresses Saouma 586 15 have linear have a linear Saouma 586 16 linear, linear response, Saouma 586 17 displacement. displacements. Saouma 586 18 displacement plays displacements play Saouma 588 6 strengths. strength. Saouma 588 6 surface ability serviceability Saouma 588 11 exceed demand exceeds demand Saouma 589 23 next or NextEra Judge 592 15 staff at Staff and Judge 594 21 complete concrete Saouma

Page Line Now Reads Change Speaker 595 1 on this angle through this angle Saouma 595 20 that the lack of of the lack of Saouma 595 23 match, matches, Saouma 595 24 which is in in Saouma 596 4 reflection rejection Saouma 596 10 F prime C f prime C Saouma 597 9 MR. BAYRAK: DR. BAYRAK:

597 17 pace paste Bayrak 598 17 by standard 40 by the standards of Saouma 598 17 higher that higher than Saouma 599 16 ACI318, 71 ACI 318-71 Bayrak 599 23 RIs our eyes Bayrak 600 10 the tests are the tests have Saouma 600 11 F primes of C f primes of C Saouma 600 18 because the lack of because of the lack of Saouma accounting accounting, 601 6 me man Bayrak 601 15 hydroxide has on hydroxide on Saouma 601 15 which extent the the extent of Saouma 601 17 Its accelerated Its an accelerated Saouma 601 19 Whether there has Whether there have Saouma 603 21 Yes, cracking Yes, the cracking Saouma 604 5 cracking is at cracking are at Saouma 604 6 route root Saouma 604 20 there is there is a Saouma 605 7 accelerated tests. accelerated the tests. Saouma 605 9 the same come the same came Saouma 605 10 the source as aggregate the same source as the Saouma aggregate 605 16 sand - or by the prime sand. Saouma aggregate.

606 17 damaging casting Saouma 606 22 entire being entire building Saouma 606 25 Salt River Crystal River Saouma 607 2 goes in delamination caused delamination Saouma 607 12 analysis were analysis where Saouma 607 14 Thats dangerous Its dangerous Saouma 607 17 there is there is a Saouma 607 18 Thats a call for That causes a Saouma 608 23 not referring the not referring to the Saouma 610 8 posted posited Bayrak 610 12 palier failure Bayrak 612 23 happened happens Saouma 613 11 It is a shear It is the shear Saouma 613 10-11 to allow the to some Saouma 618 13 through T&D throughout Saouma 618 21 statement which was statements which were Saouma

Page Line Now Reads Change Speaker 618 2-3 this it is safe if it is safe Saouma 619 9 a couple of times and so a couple of dams and all Saouma that if humidity of them showed that humidity 620 18 still not Saouma 620 21 some issues are one issue not Saouma 620 23 up to the right the right size Saouma 620 24 wall have different wall has a different Saouma 621 3 consider sufficient consider Saouma 621 5 4,800 4,800 psi Saouma 621 6 6,000 6,000 psi Saouma 621 7 low displacement curve load displacement curve Saouma which is which are 621 8 occur. occurs. Saouma 622 2 something wrong that something is wrong Saouma 622 13 account accounts Saouma 622 24 were 36-inch. were on 36-inch Saouma specimens.

622 35 specimen. specimens. Saouma 623 3 36-inch 36 inches Saouma 623 1-2 24-inch 24 inches Saouma 624 7-8 apparent element and finite element analysis Saouma damages 625 3 In 1971, version In the 1971 version Bayrak 627 16 years, When years, assumed that when Saouma 627 20 CEB outside for the CEB for the Saouma 627 23 again, is a panacea and again, it is a panacea and Saouma absolve absolves 629 4 sometime sometimes Saouma 629 5 for additional of additional Saouma 629 13 Thats why in Thats why Saouma 629 14 is that the is the Saouma 629 15 condition condition: Saouma 630 9 number member Bayrak 634 5 behavior. So we behavior so we Simons 634 7 model, we were model. We were Simons 636 18 produce produces Saouma 636 22 is alkaline is the alkaline Saouma 636 30 specifications and specifications. And Saouma 637 4 importantly important Saouma 637 7 curve curves Saouma 637 23 controlled control Bayrak 638 14 agg mixtures admixtures Simons 639 22 conclusion conclusions Saouma 640 2 what is what is the Saouma 640 14 continuously a continuously Saouma 640 18 there was not there were not Saouma

Page Line Now Reads Change Speaker 640 19 ingredient ingredients Saouma 640 21 number numbers Saouma 640 24 consistently a high a consistently high Saouma temperature temperature.

644 10 Just clarification Just a clarification Saouma 644 14 fine, fine sand, Saouma 645 18 kinetic kinetics Saouma 645 19 which is which are Saouma 645 21 kinetic kinetics Saouma 645 23 temperature. temperatures. Saouma 646 5 humidity or not. humidity. Saouma 646 15 all what it is. all it is. Saouma 646 17 model of Larive model - of Larive Saouma 648 22 extractions are extractions that are Saouma 648 22 its very its the very Saouma 648 23 elastic models elastic modulus Saouma 648 25 other context? the other context? Saouma 649 1 core cores Saouma 649 2 well established well-established Saouma 649 5 extracted and extracted. And Saouma 649 8 with different with a different Saouma 649 10 with aggregate with an aggregate Saouma 649 14 modules modulus Bagley 650 24 property properties Saouma 651 3 surrounding surroundings Saouma 651 7 Jacob Philips Jacob Philip Saouma 651 8 prediction predictions Saouma 651 18 linear non-linear Saouma 651 25 into in Saouma 652 1 any, any code, Saouma 652 4 from different from a different Saouma 652 5 property properties Saouma 652 16 MR. BOLOURCHI DR. BOLOURCHI 653 13 MR. BOLOURCHI DR. BOLOURCHI 653 22 there is there are Saouma 653 24 very simplified a very simplified Saouma 654 1 to more to a more Saouma 654 4 Even simple Even a simple Saouma 654 7 prediction. predictions. Saouma 654 10 has has a Saouma 654 18 have very have a very Saouma 654 23 do your use their Saouma 655 4 Moniere (phonetic) McGill Saouma 655 9 posts pores Saouma 655 12 force or forcing NextEra Saouma 655 15 colleague and friend colleagues and friends Saouma 658 19 program program, Saouma

Page Line Now Reads Change Speaker 658 21 where there was a result with the results of Saouma 658 23 is analysis if the analysis Saouma 658 25 in your benchmark study. in our benchmark study, Saouma 658 25 So stiffening effect is due the stiffening effect due Saouma 659 1 to SR to ASR Saouma 659 2 that predicted they predicted Saouma 660 1 lines goes lines. It goes Saouma 660 7 degradation gradation Saouma 660 8 design to design - to Saouma 660 9 degradation gradation Saouma 660 11 what the degradation what gradation was Saouma 660 16 study what study. What Saouma 660 17 comparing to comparing it to Saouma 660 20 that standard. that is standard. Saouma 672 20 whole hole Simons 675 3 But I I Saouma 675 6 current project, current project, that Saouma 675 6 of DOT mixed of the DOT mix Saouma 675 8 the reasons, have the have their reasons, they Saouma reason. have their reasons.

675 19 Oguz Ozzie Simons 681 8 on that my attention my attention on that Saouma 682 3 within within the Saouma 685 22 used use Simons 687 15 at high at a high Saouma 687 20 books on books I am Saouma 688 19 conditions, conditions vary, Bayrak 691 3 at exact at the exact Saouma 691 4 location based location, based Saouma 692 10 frequencies well frequencies will Buford 693 1 and CTI, and CCI, Buford 694 5 volumetric accepted limits, volumetric acceptance Buford limits, 694 17 jump into, jump in too, Buford 694 20 widely understand. widely understood. Buford 696 17 crack which have not cracks which have not Saouma manifested themselves manifested themselves 696 20 2018 2018 RIC Saouma 697 6 MR. PHILLIP: MR. PHILIP:

698 2 being progressed being processed Philip 698 6 And NCR staff And NRC staff Philip 698 16 MR. PHILLIP: MR. PHILIP:

698 19 MR. PHILLIP: MR. PHILIP:

698 24-25 in the professionalized profession now, nor in the Philip sort of analysis analysis 699 16 and people can come out and people can come out Philip to it. with.

Page Line Now Reads Change Speaker 699 21 MR. PHILLIP: MR. PHILIP:

701 9 MR. PHILLIP: MR. SHERMAN:

701 13 MR. PHILLIP: MR. SHERMAN:

701 24 MR. BOLOURCHI DR. BOLOURCHI 702 1 No. 11 or six inches No. 11 at six inches Bolourchi 702 7 MR. BOLOURCHI DR. BOLOURCHI 702 24 refrain restrain Saouma 702 25 Defines Even in Saouma 703 1 volumetric. It is confined in volumetric even if it is Saouma confined in 703 2 B for instance, in the two in two directions. Saouma directions.

703 7 concrete. Theres Theres Saouma 703 8 Its wont expand. It will expand. Saouma 703 14 details detail Saouma 704 4 have reinforcement have the reinforcement Saouma 705 25 phases faces Sherman 707 13 track crack Saouma 707 16 either said Saouma 707 23 divisible visible Saouma 708 6 certain it will certain - it will Saouma 708 8 expand, it is expand, but if it is Saouma 709 5 data than data more than Saouma 709 10 year-and-a-half a year-and-a-half Saouma 709 14 it edge effect it an edge effect Saouma 711 2 full course pull cores Carley 712 16 discussed? discussed. Simons 713 15 MS. COLLINS: MR. COLLINS:

717 16 ageing aging Buford 717 17 mechanism. mechanisms. Buford 717 24 here, what here, Saouma 717 25 concern is at concern is that at Saouma 718 19 system, people a system for people Saouma 720 24 dams which is dams, which are Saouma 721 7 indication indications Saouma 725 19 one have one we have Saouma 725 20 with that. with. Saouma 725 22 element and element analysis and Saouma 726 14 in and Carley 726 16 did have did not have Carley 727 23 three years three years ago, Saouma 728 1 linear non-linear Saouma 728 3 linear non-linear Saouma 728 5 funding from funding from the Saouma 728 5 with one search research Saouma 728 6 classical unit classical report Saouma 728 10 linear non-linear Saouma

Page Line Now Reads Change Speaker 728 12 EPRI EPRI, Saouma 728 15 Seabrook would suffer Seabrook suffering Saouma 728 16 analysis. To analysis - to Saouma 728 17 just used is just used - is Saouma 728 18 MR. BOLOURCHI DR. BOLOURCHI 729 16 surface stress Bolourchi 729 17 seam stress Bolourchi 729 24 record code Bolourchi 731 6 MR. BOLOURCHI DR. BOLOURCHI 732 4 true thickness through thickness Bolourchi 732 14 non-linear are applicable. non-linear analyses are Saouma inapplicable.

732 20 analysis analyses Saouma 732 21 analysis analyses Saouma 732 24 Chantilly Gentilly Saouma 732 25 Bureau The Bureau Saouma 733 2 than nuclear reactors. than a nuclear reactor. Saouma 733 3 need because need non-linear analysis Saouma because 733 8 the regime the linear regime Saouma 733 9 such high factor such a high factor Saouma 733 10 reactor from my point of reactor, from my point of Saouma view view, 737 19 attempt intent Simons 743 13 paper fabrication papers, publications Saouma 743 15 is a type is the type Saouma 744 25 probably he is probably it is Saouma 745 1 bad brittle reinforcement had brittle reinforcement. Saouma also Also 745 20 proper hopper Simons 748 24 lab because lab, because Saouma 750 11 28 day strengths 28-day strength Saouma 750 11 the deterioration the deterioration, Saouma 750 13 28 day 28-day Saouma 751 13 to a database to the database Saouma 751 15 28 day strengths 28-day strength Saouma 752 4 and to get it back again. and get it back to us Saouma again.

752 19 true thickness through-thickness Bayrak 753 16 F prime C? f prime C? Saouma 760 6 Court Board Bessette 760 6 Glen Glenn Bessette 766 9 rod raw Lighty 766 23 for the license and for the license amendment Wachutka memory request request 769 1 I went here I went Saouma 769 5 So, very The very Saouma

Page Line Now Reads Change Speaker 769 6 repetitive of free force representativeness of Saouma reinforced 769 16 what the degradation, what is the gradation. Saouma which 769 18 Degradation Gradation Saouma 769 22-23 representative of "representative of Saouma reinforced concrete at reinforced concrete at Seabrook Station Seabrook Station" 770 1 still not still do not Saouma 770 3 discussed prior discussed Saouma 770 4 a gradation, what is a the gradation, what is the Saouma 770 6 I mentioned I mention Saouma 770 10 ratio ratios Saouma 770 12 condition. conditions. Saouma 770 14 structure structural Saouma 770 20 crack, cracks, Saouma 770 23 again in again is in Saouma 770 17-18 inspect course for mid- inspect cores for mid- Saouma plane, mid-plane cracks. plane cracks."

771 5 complete concrete Saouma 771 6 the day, would the day, Saouma 771 9 also have, also Saouma 771 12 bottom of the page bottom of the page: Saouma 771 13 through-thickness through-thickness Saouma inspection and, expansion and, 771 14 inspection relies expansion relies Saouma 771 15 reservation with that reservations with that Saouma method which method which, 771 22 modulus cannot modulus that cannot Saouma 771 25 routine monitoring [r]outine monitoring Saouma 771 25 there are determined they determine Saouma 772 2 program limits. program limits. Saouma 772 16 forward looking forward-looking Saouma 772 16 which is very which is a very Saouma 772 18 what is a what is the Saouma 772 19 expansion and, expansion, and Saouma 772 22 overlapping contingency develop contingency Saouma plan for extending the plans for extending the expansion limit. expansion limit."

773 1 dont have dont meet Saouma 773 8 Volumetric expansion, At Volumetric Expansion, Saouma there is, what does it says, "test data 773 9 it shows that show that Saouma 773 10 direction, does not direction does not Saouma 773 11 in other strain direction. in unrestrained directions. Saouma 773 14 Milton Multon Saouma 773 16 free dependent Saouma

Page Line Now Reads Change Speaker 773 23 maximum volumetric maximum volumetric Saouma expansion expansion 773 24 analysis analyses Saouma 774 1 yes, CEB, yes, the CEB, Saouma 774 7 section 6, it is said that for, Section 6, it says, Saouma 774 8 that after the FSEL test Thereafter, the FSEL test Saouma specimen exhibits a specimens exhibited much measure greater 774 9 of expansion and the expansion in the through- Saouma through-thickness thickness, 774 16 last past Saouma 774 17 last past Saouma 775 22 write meant Judge 776 10 dwelt delved Saouma 776 14 reviewer reviewers Saouma 776 19 such an observation will [s]uch an observation Saouma would 776 21 location with the CCI locations with a CCI Saouma 776 22 per meter. per meter. Saouma 777 1 extensometer extensometers Saouma 777 5 the expected plant [t]he expected trend Saouma 777 6 at in-plane and through- that in-plane and through- Saouma thickness value would be thickness expansion values will be 777 7 expansion level expansion levels Saouma 777 10 we had we have Saouma 777 13 had have Saouma 777 14 monitoring monitoring program Saouma 778 22 owns own Bayrak 780 21 us use Bayrak 782 19 band bent Bayrak 782 22 spent death rations span to depth ratios Bayrak 783 19 co-IT co-PI Bayrak 785 6 degrading grading Simons 785 17 4273? 4273. Simons 786 8 in-plain in-plane Simons 786 15 plan's plans Simons 786 19 box plot Simons 786 20 plain plane Simons 786 25 in-plain in-plane Simons 787 5 in-plain in-plane Simons 793 22 separate from with Saouma 793 25 Modele Modeer Saouma 795 2 MR. SIMONS DR. BAYRAK 795 6 coded code Bayrak 795 6 MR. SIMONS DR. BAYRAK 797 7 LSAP LSTP Saouma

Page Line Now Reads Change Speaker 797 12 not only with issue concerned not only with Saouma strengths. the issue of strengths.

797 19 which the result in the without error bars Saouma error bar 797 25 caught, cut all this caught all these Saouma 798 4 had has Saouma 798 17 myself, my myself. My Saouma 799 2 background. backgrounds. Saouma 799 3 having put having been put Saouma 799 14 My name is Jacob Phillip My name is Jacob Philip Philip 799 14 MR. PHILLIP: MR. PHILIP:

799 22 MR. PHILLIP: MR. PHILIP:

799 23 the long large scale test the large scale test Philip 800 4 Mr. Phillip, Mr. Philip, Judge 800 6 MR. PHILLIP: MR. PHILIP:

800 10 MR. PHILLIP: MR. PHILIP:

800 13 MR. PHILLIP: MR. PHILIP:

800 15 MR. PHILLIP: MR. PHILIP:

800 18 MR. PHILLIP: MR. PHILIP:

801 9 the membership of the NR the membership of the Thomas SAITT 803 13 president publishing Saouma 803 17 two years two years and Saouma 803 23 NIST, Kiara NIST. Chiarra Saouma 803 24 Sarathi (phonetic) Ferraris Saouma 803 25 work works Saouma 804 3 NIST. NIST, in Saouma 804 16 engineer, researcher engineers, researchers Saouma 805 1 analysis. analysis of ASR. Saouma 805 4 his art ASR -- Saouma 805 5 okay, okay -- Saouma 805 6 with ASR. of ASR. Saouma 805 8 prevail itself from avail itself of Saouma 805 9 someone someone, Saouma 806 1 Phillip? Philip? Judge 806 2 MR. PHILLIP: MR. PHILIP:

807 10 We have extremely well or We have extremely well Philip instrumented instrumented 807 18 like NUREG C, NUREG like NUREG documents Philip documents 808 9 for its the Saouma 810 7 Under C-3411, question Under C.3.4.1.1, question Judge was was Trikouros 811 4 engineer as engineers, Saouma 811 5 limitation about the limitations about our Saouma 811 23 to the - to obtain to obtain Saouma 812 4 the user capacity reduce the capacity Saouma

Page Line Now Reads Change Speaker 812 8 there is so much unknown so much is unknown -- Saouma 813 21 this conformed risk informed Thomas 814 2 the regulatory guidance the regulatory guidance Thomas and Reg Guide 174 and Reg Guide 1.174 814 21 regulatory guidance, and regulatory guidance were Thomas met, and 814 4-5 and core damage and core damage Thomas frequency within the frequency, they are within NRCs acceptance criteria. the NRCs acceptance criteria.

816 9 a CEB a CEB, Saouma 816 12 come comes Saouma 816 14 Design, four Design, and there were Saouma four 816 15 time, reviewer time, a reviewer was making Saouma making 816 16 clarification. clarifications. Saouma 816 17 There is There was Saouma 816 19 maybe there was maybe there were Saouma 817 3 some datas, some data, Saouma 818 2 STM ASTM Saouma 819 6 analyst appear analyst Saouma 819 9 already then Saouma 819 10 parameter. parameters. Saouma 819 14 O'Neil nonlinear Saouma 819 24 engineer engineers Saouma 819 25 with on the with the Saouma 819 25 earthquake. earthquakes. Saouma 820 8 80% 80% risk Saouma 821 18 Cervinka (phonetic) Cervenka Saouma 821 19 Czech the Czech Saouma 822 2 is one is none Saouma 822 13 engineer engineers Saouma 823 4 just qualitative suspended just qualitatively informed Thomas risk risk 823 9 probability of probabilisitic Bell 824 1 periodically by connecting periodically by conducting Thomas integrated leak rate tests. integrated leak rate tests.

824 14 D of the D the Saouma 824 17 Galambos and those were Galambos. And those Saouma pioneering people were on a pioneering 824 18 NIST, has to NIST. The code has to Saouma 824 19 things a Gaussian things as a Gaussian Saouma 824 20 to once infinity from minus infinity Saouma 825 1 limit load resistant load resistance Saouma

Page Line Now Reads Change Speaker 825 7 accept to accept and to Saouma 825 8 codes beyond codes. Beyond Saouma 825 9 analysis, my analysis, in my Saouma 825 10 starts with really for starts really with Saouma 825 11 structure structures Saouma 825 12 Kennedy Kemeney Saouma 825 17 competent components Saouma 826 11 who was who Saouma 826 20 if there is a certain if a certain Saouma 826 21 happen. happens. Saouma 828 2 concern concerns Saouma 829 19 effect affect Saouma 829 20 produce reduce Saouma 830 2 pre-stress pre-stressed Bayrak 831 17 BWD (bw)(d) Bayrak 833 12 Hognestan (phonetic) Hognestad Bayrak 833 21 Asheville code (phonetic) AASHTO Code Bayrak 837 22 the implant expansion the in-plant expansion Bagley 838 8 because for because Saouma 838 23 monitor, but monitoring bounds Bolourchi 839 22 prediction to what it is predictions as to what it is Saouma by 840 1 pretend pretends Saouma 840 4 if you are if you have Saouma 840 6 So dependents It depends Saouma 840 7 pretend pretends Saouma 840 10 heat larger lead to larger Saouma 840 13 elastic modulus elastic modulus, Saouma 840 14 shear strengths and shear strengths, and Saouma fracture energy fracture energy --

840 16 also investigation also the investigation Saouma 842 4 don't it dont do it Saouma 842 9 particle particular Saouma 842 19 stipises (phonetic) stiffnesses Bell 843 2 demand. That is demand - that is, Bell 843 4 structure, and capacity. structure - and capacity - Bell The the 845 5 command, comment, Saouma 845 6 find all its finds its Saouma 845 10 which says it is which says [i]t is Saouma 845 11 when known well known Saouma 845 13 on its own therefore, on its own, therefore, Saouma 845 14 not sufficient. not sufficient. Saouma 845 16 a curve, that a curve, but that Saouma 845 17 infinite way infinite number of ways Saouma 845 18 matched and as matched. And as Saouma 846 15 page 16 page 76 Saouma

Page Line Now Reads Change Speaker 846 20 engineer when known engineers well know. Saouma 846 20 We do feet We do take Saouma 846 21 and, we and we Saouma 846 25 fast 48 transfer fast fourrier transform Saouma 847 3 garbage in between garbage in, garbage out Saouma 847 15 some engineer some engineers Saouma 847 18 by a mere by mere Saouma 847 19 analysis correct. analysis is correct. Saouma 849 20 ACI 318.71 ACI 318-71 Bayrak 849 22 our built our buildings and Bayrak 856 1 criteria choices constitute criteria, choices on Bayrak of constitutive 856 2 ASR how ASR, how Bayrak 856 25 blind prediction an a blind prediction. An Saouma example so one example is one 857 3 shear was shear that was Saouma 857 3 ASR about ASR. About Saouma 857 4 results and results. In Saouma 857 5 recent a decent Saouma 859 1 building, when building. When Bell 859 2 release. The release, the Bell 859 5 annuals annulus Bell 859 9 boil boiler Bell 859 9 ASME the ASME Bell 860 5 Seabook, is Seabrook is, Bell 866 3 unlimited limited Bell 869 8 maintained within the maintained within the Thomas elastic rate. elastic range.

869 16 defamation deformation Buford 875 18 Mr. Phillip Mr. Philip Judge 875 22 MR. PHILLIP: MR. PHILIP:

877 14 MR. PHILLIP: MR. PHILIP:

877 17 we and research, we in research, Philip 878 8 MR. PHILLIP: MR. PHILIP:

879 16 defamation deformation Buford measurements. measurements.

885 20 MR. PHILLIP: MR. PHILIP:

888 25 PARTICIPANT: MR. LAMB:

893 11 MR. BOLOURCHI DR. BOLOURCHI 893 15 MR. BOLOURCHI DR. BOLOURCHI 897 5 MR. BOLOURCHI DR. BOLOURCHI 897 5 INT22 INT022 Bolourchi 897 19 MR. BOLOURCHI DR. BOLOURCHI 898 2 MR. BOLOURCHI DR. BOLOURCHI 898 5 MR. BOLOURCHI DR. BOLOURCHI 898 11 consistently consistent with Bolourchi 898 15 MR. BOLOURCHI DR. BOLOURCHI

Page Line Now Reads Change Speaker 899 12 MR. BOLOURCHI DR. BOLOURCHI 900 8 MR. BOLOURCHI DR. BOLOURCHI 900 11 RAI-B10 RAI-D10 Bolourchi 900 22 MR. BOLOURCHI DR. BOLOURCHI 900 25 MR. BOLOURCHI DR. BOLOURCHI 901 4 MR. BOLOURCHI DR. BOLOURCHI 901 9 MR. BOLOURCHI DR. BOLOURCHI 901 12 MR. BOLOURCHI DR. BOLOURCHI 901 12 a bit of it as Bolourchi 901 17 MR. BOLOURCHI DR. BOLOURCHI 901 22 MR. BOLOURCHI DR. BOLOURCHI 902 3 MR. BOLOURCHI DR. BOLOURCHI 902 12 MR. BOLOURCHI DR. BOLOURCHI 902 21 MR. BOLOURCHI DR. BOLOURCHI 902 24 MR. BOLOURCHI DR. BOLOURCHI 903 12 MR. BOLOURCHI DR. BOLOURCHI 903 16 MR. BOLOURCHI DR. BOLOURCHI 903 19 MR. BOLOURCHI DR. BOLOURCHI 903 25 MR. BOLOURCHI DR. BOLOURCHI 904 19 MR. BOLOURCHI DR. BOLOURCHI 904 23 MR. BOLOURCHI DR. BOLOURCHI 905 5 MR. BOLOURCHI DR. BOLOURCHI 905 22 MR. BOLOURCHI DR. BOLOURCHI 906 1 MR. BOLOURCHI DR. BOLOURCHI 906 4 MR. BOLOURCHI DR. BOLOURCHI 906 19 under the structural Bolourchi 907 1 MR. BOLOURCHI DR. BOLOURCHI 910 1 MR. BOLOURCHI DR. BOLOURCHI 910 12 MR. BOLOURCHI DR. BOLOURCHI 915 6 ISC ISE Bayrak 915 23 MR. BOLOURCHI DR. BOLOURCHI 917 1 MR. BOLOURCHI DR. BOLOURCHI 917 5 moving frame moment frame Bolourchi 917 12 moving frame moment frame Bolourchi 918 6 MR. BOLOURCHI DR. BOLOURCHI 919 5 MR. BOLOURCHI DR. BOLOURCHI 919 6 principal distress principal stress Bolourchi 919 7 restraint strain Bolourchi 920 12 MR. BOLOURCHI DR. BOLOURCHI 921 25 MR. BOLOURCHI DR. BOLOURCHI 922 4 MR. BOLOURCHI DR. BOLOURCHI 923 4 MR. BOLOURCHI DR. BOLOURCHI 924 12 MR. BOLOURCHI DR. BOLOURCHI 926 22 minute meter Bell 928 5 MR. BOLOURCHI DR. BOLOURCHI 928 7 MR. BOLOURCHI DR. BOLOURCHI 928 12 MR. BOLOURCHI DR. BOLOURCHI

Page Line Now Reads Change Speaker 928 22 MR. BOLOURCHI DR. BOLOURCHI 933 23 expanding expansion Sherman 934 8 MR. BOLOURCHI DR. BOLOURCHI 934 18 MR. BOLOURCHI DR. BOLOURCHI 934 22 MR. BOLOURCHI DR. BOLOURCHI 934 25 MR. BOLOURCHI DR. BOLOURCHI 935 10 MR. BOLOURCHI DR. BOLOURCHI 935 18 MR. BOLOURCHI DR. BOLOURCHI 936 13 MR. BOLOURCHI DR. BOLOURCHI 937 22 MR. BOLOURCHI DR. BOLOURCHI 938 3 ASR code ASR growth Bolourchi 940 23 MR. BOLOURCHI DR. BOLOURCHI 942 9 MR. BOLOURCHI DR. BOLOURCHI 943 9 MR. BOLOURCHI DR. BOLOURCHI 943 22 MR. BOLOURCHI DR. BOLOURCHI 947 16 5059 50.59 Judge 949 7 5059 50.59 Buford 949 8 via CFR 50.9 via 10 CFR 50.90. Buford 950 9 Task Force on tests were on Sherman 951 16 MR. BOLOURCHI DR. BOLOURCHI 951 19 MR. BOLOURCHI DR. BOLOURCHI 954 4 MR. BOLOURCHI DR. BOLOURCHI 961 3 MR. BOLOURCHI DR. BOLOURCHI 961 5 MR. BOLOURCHI DR. BOLOURCHI 961 8 MR. BOLOURCHI DR. BOLOURCHI 961 12 MR. BOLOURCHI DR. BOLOURCHI 961 19 MR. BOLOURCHI DR. BOLOURCHI 961 22 MR. BOLOURCHI DR. BOLOURCHI 962 5 MR. BOLOURCHI DR. BOLOURCHI 962 13 MR. BOLOURCHI DR. BOLOURCHI 962 20 MR. BOLOURCHI DR. BOLOURCHI 964 10 MR. BOLOURCHI DR. BOLOURCHI 964 12 MR. BOLOURCHI DR. BOLOURCHI 964 14 enforcement reinforcements Bolourchi 965 3 MR. BOLOURCHI DR. BOLOURCHI 966 7 JA03 talking JA03 is talking Bell 966 15 MR. BOLOURCHI DR. BOLOURCHI 966 16 balance distance Bolourchi 966 18 MR. BOLOURCHI DR. BOLOURCHI 972 14 MR. BOLOURCHI DR. BOLOURCHI 983 16 elastic modulus, elastic modulus -- Bagley 987 2 FHAWA FHWA Saouma 993 8 within the 3757 within -3757 Bagley 1002 5 PARTICIPANT: JUDGE TRIKOUROS:

1002 14 ISC ISE Bayrak 1003 19 different difference Bayrak 1004 4 ACI 31871 ACI 318-71 Bayrak

Page Line Now Reads Change Speaker 1004 5 ACI 31871 ACI 318-71 Bayrak 1006 16 B sub c (phonetic) V sub c Bayrak 1016 1 captured in Appendix E of captured in Appendix C of Lehman MPR 4273. MPR 4273.

1016 14-15 Mr. Lehman, can we start Mr. Lamb, can we start at Judge at nine nine Spritzer 1017 5 opening statements, closing statements, Judge 1017 6 opening statements closing statements Judge 1019 11 At that is, And that is, Buford 1019 18 MR. LEHMAN: MR. WACHUTKA:

1020 22 MR. LEHMAN: MR. WACHUTKA:

1020 23 SC SE Wachutka 1021 14 Jacob Phillip, Jacob Philip, Judge 1021 15 Jacob Phillip Jacob Philip Judge 1021 18 MR. PHILLIP: MR. PHILIP:

1021 24 MR. PHILLIP: MR. PHILIP:

1023 15 Fuel walk-downs field walk-downs Judge 1026 12 and ASR expansion an ASR expansion Judge monitoring program. monitoring program. Trikouros 1027 9 needed to come into needed to come to Buford 1028 4 really leads in the next really leads in to the next Wachutka paragraph. paragraph.

1029 1 MR. PHILLIP: MR. PHILIP:

1029 3 approach or our review, approach for our review, Philip 1029 6 MR. PHILLIP: MR. PHILIP:

1029 8 MR. PHILLIP: MR. PHILIP:

1036 10 and getting into a and getting it to a Buford 1038 4-5 the load test failures that the load tests to failure Thomas conducted at different were conducted at levels of ASR expansion. different levels of ASR expansion.

1045 24 comparison and capacities comparison of capacities Thomas are made to a controlled are made to a controlled 1048 25 MR. BOLOURCHI DR. BOLOURCHI 1049 3 MR. BOLOURCHI DR. BOLOURCHI 1050 11 MR. PHILLIP: MR. PHILIP:

1055 7 it does into it goes into Thomas 1055 22 which is by using crack which is by using cracked Thomas section section 1057 11 at a certain point. up to a certain point. Thomas 1057 18 way SCI318 is based on is way ACI 318 is based on Thomas is 1057 21 rather than concrete failing rather than concrete failing Thomas and compression. in compression.

1058 6 MR. THOMAS: DR. SAOUMA:

1059 9 flexion flexure Bayrak 1059 21 ACI 31871 ACI 318-71 Bayrak

Page Line Now Reads Change Speaker 1059 22 ACI 31819 ACI 318-19 Bayrak 1060 3 ACI 31871 ACI 318-71 Bayrak 1060 16 Soft weight Self weight Bayrak 1062 2 the formation deformation Bayrak 1064 18 MR. BOLOURCHI DR. BOLOURCHI 1064 20 low-grade below grade Bolourchi 1066 7 MR. BOLOURCHI DR. BOLOURCHI 1066 10 MR. BOLOURCHI DR. BOLOURCHI 1066 14 MR. BOLOURCHI DR. BOLOURCHI 1066 17 MR. BOLOURCHI DR. BOLOURCHI 1067 1 ACI creating code ACI building code Bolourchi 1067 9 MR. BOLOURCHI DR. BOLOURCHI 1067 12 MR. BOLOURCHI DR. BOLOURCHI 1067 17 MR. BOLOURCHI DR. BOLOURCHI 1067 19 MR. BOLOURCHI DR. BOLOURCHI 1067 22 MR. BOLOURCHI DR. BOLOURCHI 1067 25 MR. BOLOURCHI DR. BOLOURCHI 1068 2 MR. BOLOURCHI DR. BOLOURCHI 1073 11 had have Saouma 1074 3 MR. SYMONS MR. SIMONS 1075 4 MR. SYMONS MR. SIMONS 1075 12 MR. SYMONS MR. SIMONS 1076 4 MR. SYMONS MR. SIMONS 1077 15 PARTICIPANT MR. SIMONS 1078 9 MR. SYMONS MR. SIMONS 1078 25 PARTICIPANT MR. SHERMAN 1079 2 MR. SYMONS MR. SIMONS 1079 6 Dr. Derek Kong Dr. Derek Cong Simons 1079 14 MR. SYMONS MR. SIMONS 1079 17 MR. SYMONS MR. SIMONS 1080 6 regional original Bessette 1081 15 MR. SYMONS MR. SIMONS 1082 4 here shear Simons 1083 14 composite strength. compressive strength. Thomas 1084 1 about above Thomas 1084 12 anchorage test program, anchorage test program, Thomas our flexure tests. or the flexure tests.

1085 10 it begs us all the time. it exists all the time. Thomas 1085 18 ACI 3.8, ACI 318, Thomas 1085 3-4 the rebar is not affected, the rebar is not effective, Thomas only beyond that the rebar only beyond that the rebar becomes affected. becomes effective.

1088 25 Microcrack Microcracking Saouma 1089 19 access axis Bayrak 1091 14 safe shutdown. safe shutdown Thomas earthquake.

Page Line Now Reads Change Speaker 1092 14 The bottom portion of the The top portion of the Thomas member member 1092 25 use of crack section use of cracked section Thomas properties. properties.

1092 10-11 A member is subject to When a member is subject Thomas bending a flexure. The to bending or flexure, the bottom portion is subject bottom portion is subject 1093 6 The code addresses using The code addresses this Thomas equal and linear using equivalent linear 1093 10 problem muddying problem being muddied in Saouma 1093 12 hear we hear Saouma 1093 13 is no are no Saouma 1093 18 of structure of a structure Saouma 1094 4 them because them is because Saouma 1094 7 and more and and more. And Saouma 1094 9 under sustained load, under a sustained load. Saouma 1094 9 with time, With time, Saouma 1094 10 It is well established There is a well-established Saouma 1094 21 beam beams Saouma 1094 21 HTT time t Saouma 1094 23 response, responses, Saouma 1096 25 ISC ISE Bayrak 1097 1 ISC ISE Bayrak 1099 8 PARTICIPANT DR. BAYRAK 1099 10 PARTICIPANT DR. BAYRAK 1100 7 fee factors phi factors Bayrak 1103 6 use used Saouma 1104 10 brittlement (phonetic) brittle Bolourchi 1104 14 2 prime C 2 square root of f prime c Bolourchi 1106 9 compressive strength, compressive strength, Saouma 1106 9 plastic strain, and plastic strain at Saouma 1106 11 factors affecting the factors influencing the Saouma response response.

1106 12 Compressive strengths Compressive strength Saouma 1106 13 compressive strengths compressive strength Saouma 1106 1 to 2 the wall and lateral colum the wall and lateral Saouma exhibit non-linear column exhibit non-linear behavior. behavior."

1107 2 200 day, 200 days, Saouma 1107 4 1,000 day, 1,000 days, Saouma 1107 12 steel, the stress to it is stressed to Saouma 1108 21 failure in the institutional failure by the Institute of Saouma structural engineers Structural Engineers 1114 25 the staff makes on the staff makes is on Thomas operating experience operating experience related to related to 1115 22 structural failures; structural failure; Saouma

Page Line Now Reads Change Speaker 1117 15 PARTICIPANT MR. PHILLIP 1119 11 Mr. Phillip Mr. Philip Saouma 1119 12 method, he said method. He said, Saouma 1119 20 mortar bar a mortar bar Saouma 1119 22 PARTICIPANT MR. PHILLIP 1119 24 below one-quarter for below three-quarter inch. Philip inch.

1120 16 PARTICIPANT MR. PHILLIP 1120 23 PARTICIPANT MR. PHILLIP 1121 7 mortar bar a mortar bar Saouma 1121 8 mortar bar a mortar bar Saouma 1121 9 story so I story. So I Saouma 1122 3 monitoring the program, monitoring program, Buford 1123 10 statement a statement Saouma 1123 11 often enough; often enough; Saouma 1123 12 often enough "often enough Saouma 1123 13 short enough; short enough; Saouma 1123 13 what short enough what short enough Saouma 1123 14 statement like how to a statement like "how to Saouma predict predict" 1123 15 next inspection on next inspection. On Saouma 1123 16 we predict. we predict? Saouma 1123 14-15 we know how to predict we know how to predict Saouma 1124 25 institutional Institution of Thomas 1125 1 structural engineer's Structural Engineers Thomas 1125 2 monitoring a structure in monitoring of structures in Thomas the UK and internationally the UK and internationally 1125 8 where there is long-term the rigorous long-term Thomas monitoring, monitoring, 1125 9 of gas blocks of cast blocks Thomas 1125 14 The expansion sites are The exposure sites are Thomas where concrete where concrete research establishments Research Establishments 1125 11-12 AAR exposure site AAR exposure site Thomas program, as confirmed program, has confirmed with linear expansion with this linear expansion with time, time, 1127 20 mirror if mirror to see Saouma 1127 22 box of box. The Saouma 1127 23 value which value Saouma 1128 1 by having by having an Saouma 1128 3 ISE talk ISE talks Saouma 1128 4 which is which Saouma 1128 5 FWA (phonetic) FHWA Saouma 1128 5 talk talks Saouma 1128 10 on closer on looking Saouma 1128 11 bird view birds eye view Saouma

Page Line Now Reads Change Speaker 1128 17 That's, in my opinion, That, in my opinion, is Saouma 1130 8 accepted limits acceptance limits Buford 1130 21 There is There are Saouma 1130 24 FSWA FHWA Saouma 1131 2 Scandanavian, Scandanavians, Saouma 1131 2 Canadian. Canadians. Saouma 1131 5 asking to asking NextEra to Saouma 1131 11 the number of a number of Saouma 1131 13 is end is the end Saouma 1131 16 Remind me Reminds me Saouma 1131 21 not what you not what we Saouma 1133 5 that proceeded the LAR, that preceded the LAR, Buford 1134 11 densometer extensometer Saouma 1134 13 that, that that, Saouma 1134 18 investigation. investigations. Saouma 1134 24 to be not to be Saouma 1138 24-25 edges of the large-scale edges of the large-scale Buford test specimens, at the test specimens, at the very top and bottom, were very top and bottom, were restrained. unrestrained.

1139 25 apparent delamination is "apparent delamination," a Saouma 1140 2 something it something that it Saouma 1140 5 precisely we precisely why we Saouma 1140 20 -- it's as Saouma 1140 23 is explanation? is the explanation? Saouma 1140 25 want to wants to Saouma 1141 1 Just it Just so it Saouma 1144 16 MPR-4152 MPR-4153 Saouma 1144 17 there is there are Saouma 1144 18 building has building has a Saouma 1144 21-22 or if I take the standard or if I divide the mean by Saouma use by the mean by the standard deviation, I get 1145 2 point points Saouma 1145 5 there is that is Saouma 1145 7 ACI code that is ACI Code: that is, Saouma 1145 8 57,000 - of 57,000 square root of Saouma 1145 8 F prime sub C f prime sub c Saouma 1145 16 estimated estimate Saouma 1145 20 is very high is very low Saouma 1145 24 enclosure building the containment enclosure Saouma building 1146 4 electric tunnel the electric tunnel Saouma 1146 15 is Achilles heel in is not Achilles' heel Saouma 1146 19 need needs Saouma 1147 15 factors factor Bagley 1148 5 exensometer? extensometers? Saouma

Page Line Now Reads Change Speaker 1148 12 measurement measurements Saouma 1148 13 extensometer extensometers Saouma 1149 10 The large The purpose of the large Saouma 1150 1 renders render Saouma 1150 12 try to remain tend to remain Saouma 1150 16 relies depends Saouma 1151 1 inspection. inspections. Saouma 1152 8 concrete concretes Saouma 1152 13 linear classic analysis or linear classic analysis we Saouma we 1152 16 parameter. parameters. Saouma 1152 21 aggregation aggregates Saouma 1153 14 shown by the showed, the Saouma 1154 4 Having multi- Having a multi- Saouma 1154 7 hand hands Saouma 1154 7 engineer engineers Saouma 1154 25 passage passages Saouma 1155 2 on very locations, on a very few locations, Saouma 1155 3 addressed that addressed: that Saouma 1155 4 is that has this Saouma 1155 5 compression. compression? Saouma 1155 8 under service under the service Saouma 1155 8 under ultimate under the ultimate Saouma 1155 12 God knows God knows, Saouma 1155 13 strength strain Saouma 1155 15 details which the details of which Saouma 1155 22 MR. SYMONS MR. SIMONS 1156 6 cover them cover it Saouma 1156 9 We don't cover If we dont cover Saouma 1156 11 structure, structures, Saouma 1156 17 well established well-established Saouma 1156 22 as pointed yesterday, as I pointed out yesterday, Saouma 1156 23 take over takes over Saouma 1156 23 say crack, you stop. Says, Crack, you stop. Saouma 1157 1 stop you. stop you. Saouma 1157 2 Okay, "Okay, Saouma 1157 5 delaminate. delaminate. Saouma 1157 10 the crack cracks Saouma 1157 11 Part which The part which Saouma 1157 15 Part underground The part underground Saouma 1157 17 earthquake come; earthquake comes; Saouma 1158 15 been similar been a similar Saouma 1158 16 Chad Wood Charlwood Saouma 1158 20 expansion less expansion with less Saouma 1158 20 percent. percent humidity. Saouma 1160 9 metals measured Saouma 1161 2 extensometer, extensometers, Saouma

Page Line Now Reads Change Speaker 1161 2 which is a which is the Saouma 1161 6 flow flaw Saouma 1162 7 microcrack microcracks Saouma 1162 10 determine that determine the Saouma 1162 11 approach, approach; Saouma 1162 18 CCI is capture CCI has captured Saouma 1162 29 can be location can be a location Saouma 1163 1 extension expansion Saouma 1163 22 defamation deformation Judge 1163 22 defamation deformation Saouma 1164 4 is impact is the impact Saouma 1164 8 type types Saouma 1164 24 last in the last Saouma 1164 25 What a petrographer What petrographers Saouma 1165 5 crack. cracks. Saouma 1165 14 them up and giving them up, giving Saouma 1165 14 different weight is a crack different weights to cracks Saouma in this and 1165 15 type of aggregate types of aggregate Saouma 1165 18 protocol, what are the protocols for what are the Saouma weight, weights, 1165 20 petrographer petrographers Saouma 1165 20 same. same results. Saouma 1165 21 petrographer petrographers Saouma 1165 23 petrographer, petrographers, Saouma 1165 24 Wiss, Wiss Saouma 1166 1 Kong Cong Saouma 1166 11 back six back in Saouma 1166 13 slice and slice. And Saouma 1166 25 rapid rapidly Saouma 1167 13 MR. SYMONS MR. SIMONS 1167 18 Derek Kong Derek Cong Simons 1168 20 one core on one core Sherman 1169 10 engineer engineers Saouma 1169 18 engineer engineers Saouma 1169 21 limitation limitations Saouma 1169 21 assumption assumptions Saouma 1169 22 in details. in detail. Saouma 1170 5 yes, yes -- Saouma 1170 6 petrographic examination "Petrographic Saouma examinations 1170 6 to I to the DRI Saouma 1170 7 minimum effort. minimal equipment. Saouma 1170 11 drawn extent drawn regarding the Saouma extent 1170 16 including my including Saouma 1173 14 God knows if God knows, Saouma

Page Line Now Reads Change Speaker 1173 17 know if know of Saouma 1173 18 terminal thermal Saouma 1173 22 principle principal Saouma 1174 1 AAR. ASR. Saouma 1174 9 careful shell careful with shell Saouma 1174 10 the two direction for the two directions, Saouma 1174 11 plane. plane? Saouma 1191 21 records record Lighty 1197 9 two-scale to-scale Lighty

APPENDIX B: FINAL EXHIBIT LIST OF THE EVIDENTIARY HEARING HELD ON SEPTEMBER 24-27, 2019 (DOCKET NO. 50-443-LA-2)

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19171A403 INT001-R- OFFICIAL EXHIBIT - INT001-R-00-BD01 - Non- IDENTIFIED on 00-BD01 NON-PUBLIC - Pre-filed Testimony of Publicly 09/24/2019 Victor E. Saouma, Ph.D Regarding Available ADMITTED on Scientific Evaluation of NextEra's Aging 09/24/2019 Management Program for ASR at the Seabrook Nuclear Power Plant - Corrected June 20, 2019.

ML19161A374 INT002 OFFICIAL EXHIBIT - INT002-00-BD01 - Publicly IDENTIFIED on BD01 Summary of Testimony of Victor E. Available 09/24/2019 Saouma, Ph.D Regarding Scientific ADMITTED on Evaluation of NextEra's Aging 09/24/2019 Management Program for Alkali-Silica Reaction at the Seabrook Nuclear Power Plant (Non-Proprietary Version).

ML19161A375 INT003 OFFICIAL EXHIBIT - INT003-00-BD01 - Publicly IDENTIFIED on BD01 Curriculum Vitae, Dr. Victor E. Saouma. Available 09/24/2019 ADMITTED on 09/24/2019 ML19161A376 INT004 OFFICIAL EXHIBIT - INT004-00-BD01 - Publicly IDENTIFIED on BD01 Grant Award, Experimental and Numerical Available 09/24/2019 Investigation of Alkali Silica Reaction in ADMITTED on Nuclear Reactors (2014). 09/24/2019 ML19161A377 INT005 OFFICIAL EXHIBIT - INT005-00-BD01 - Publicly IDENTIFIED on BD01 Final (Public) Summary Report, Available 09/24/2019 Experimental and Numerical Investigation ADMITTED on of Alkali Silica Reaction in Nuclear 09/24/2019 Reactors, Grant No. NRC-HQ-60-14-G-0010 (Oct. 2014 - Dec. 2017).

ML19161A378 INT006 OFFICIAL EXHIBIT - INT006-00-BD01 - Publicly IDENTIFIED on BD01 Declaration of Dr. Victor E. Saouma, Ph.D Available 09/24/2019 (Feb. 12, 2019). ADMITTED on 09/24/2019 ML19162A015 INT007 OFFICIAL EXHIBIT - INT007-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Saouma, Review of Publicly 09/24/2019 Selected Documents Pertaining to the Available ADMITTED on Structural Evaluation of Seabrook Nuclear 09/24/2019 Power Plant (Feb. 12, 2019).

ML19170A330 INT008-R- OFFICIAL EXHIBIT - INT008-R-00-BD01 - Publicly IDENTIFIED on 00-BD01 Summary: Review of Selected Documents Available 09/24/2019 Pertaining to the Structural Evaluation of ADMITTED on Seabrook Nuclear Power Plant (Feb. 12, 09/24/2019 2019).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19161A380 INT009 OFFICIAL EXHIBIT - INT009-00-BD01 - Publicly IDENTIFIED on BD01 Reply Declaration of Victor E. Saouma, Available 09/24/2019 Ph.D (March 1, 2019). ADMITTED on 09/24/2019 ML19161A381 INT010 OFFICIAL EXHIBIT - INT010-00-BD01 - Publicly IDENTIFIED on BD01 Seabrook, License Amendment Request Available 09/24/2019 16 Revise Current Licensing Basis to ADMITTED on Adopt a Methodology for the Analysis of 09/24/2019 Seismic Category I Structures with Concrete Affected by Alkali- Silica Reaction (August 1, 2016).

ML19162A016 INT011 OFFICIAL EXHIBIT - INT011-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - NextEra Energy's Publicly 09/24/2019 Evaluation of the Proposed Change Available ADMITTED on Including Attachment 1 Markup of UFSAR 09/24/2019 Pages (Proprietary) (Enclosure 1 to Letter SBK-L-16071).

ML19161A382 INT012 OFFICIAL EXHIBIT - INT012-00-BD01 - Publicly IDENTIFIED on BD01 MPR-4288, Rev. 0, "Seabrook Station: Available 09/24/2019 Impact of Alkali-Silica Reaction on ADMITTED on Structural Design Evaluations" (July 2016) 09/24/2019 (Non-proprietary version) (Enclosure 2 to Letter SBK-L-16071).

ML19161A383 INT013 OFFICIAL EXHIBIT - INT013-00-BD01 - Publicly IDENTIFIED on BD01 SG&H Report 160268-R-01, Rev. 0, Available 09/24/2019 Development of ASR Load Factors for ADMITTED on Seismic Category I Structures (Including 09/24/2019 Containment) at Seabrook Station, Seabrook, NH (July 2016) (Enclosure 4 to Letter SBK-L-16071).

ML19162A017 INT014 OFFICIAL EXHIBIT - INT014-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR-4288, Rev. 0, Publicly 09/24/2019 "Seabrook Station: Impact of Alkali-Silica Available ADMITTED on Reaction on Structural Design Evaluations 09/24/2019 (July 2016) (Enclosure 2 to Letter SBK-L-16071) (Proprietary).

ML19162A255 INT015 OFFICIAL EXHIBIT - INT015-00-BD01 - Publicly IDENTIFIED on BD01 Simpson Gumpertz & Heger, Inc., Available 09/24/2019 "Evaluation and Design Confirmation of ADMITTED on As-Deformed CEB, 150252-CA-02," 09/24/2019 Revision 0, July 2016 (Seabrook FP#100985) Enclosure 2 to Letter SBK-L-16153, re: Seabrook Station (Sept. 30, 2016).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19161A385 INT016 OFFICIAL EXHIBIT - INT016-00-BD01 - Publicly IDENTIFIED on BD01 Revised Seabrook Station License Available 09/24/2019 Renewal Application Updated Final Safety ADMITTED on Analysis Report Sections A.2.1.31 for 09/24/2019 Structures Monitoring A.2.1.31A for Alkali-Silica Reaction and A.2.1.3b for Building . .

. (May 18, 2018).

ML19161A386 INT017 OFFICIAL EXHIBIT - INT017-00-BD01 - Publicly IDENTIFIED on BD01 Revised Seabrook Station License Available 09/24/2019 Renewal Application Appendix B Sections ADMITTED on B.2.1.31 for Structures Monitoring, 09/24/2019 B.2.1.31A for Alkali-Silica Reaction and B.2.1.3b for Building Deformation.

ML19170A331 INT018-R- OFFICIAL EXHIBIT - INT018-R-00-BD01 - Publicly IDENTIFIED on 00-BD01 MPR-4153, Revision 3, Seabrook Station- Available 09/24/2019 Approach for Determining Through- ADMITTED on Thickness Expansion from Alkali-Silica 09/24/2019 Reaction (Sept. 2017).

ML19170A332 INT019-R- OFFICIAL EXHIBIT - INT019-R-00-BD01 - Publicly IDENTIFIED on 00-BD01 MPR-4273, Rev. 1, Seabrook Station - Available 09/24/2019 Implications of Large-Scale Test Program ADMITTED on Results on Reinforced Concrete Affected 09/24/2019 by Alkali-Silica Reaction (July 2016).

ML19162A018 INT020 OFFICIAL EXHIBIT - INT020-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR-4153, Revision 3, Publicly 09/24/2019 Seabrook Station-Approach for Available ADMITTED on Determining Through-Thickness 09/24/2019 Expansion from Alkali-Silica Reaction (Sept. 2017) (Proprietary version)

(Enclosure 6 to Letter SBK-18072)

(Proprietary).

ML19162A019 INT021 OFFICIAL EXHIBIT - INT021-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR-4273, Rev. 1, Publicly 09/24/2019 Seabrook Station - Implications of Large- Available ADMITTED on Scale Test Program Results on Reinforced 09/24/2019 Concrete Affected by ASR (March 2018)

(Proprietary version) (Enclosure 7 to Letter SBK-18072).

ML19161A390 INT022 OFFICIAL EXHIBIT - INT022-00-BD01 - Publicly IDENTIFIED on BD01 Simpson Gumpertz & Heger Document Available 09/24/2019 No. 170444-MD-01, Rev. 1, "Methodology ADMITTED on for the Analysis of Seismic Category I 09/24/2019 Structures with Concrete Affected by ASR," for Seabrook (Encl. 3 to Letter SBK-L-18074, re: Seabrook . . .

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19161A391 INT023 OFFICIAL EXHIBIT - INT023-00-BD01 - Publicly IDENTIFIED on BD01 Simpson Gumpertz & Heger Document Available 09/24/2019 No. 170444-L-003 Rev. 1, Response to ADMITTED on RAI-D8-Attachment 1 Example Calculation 09/24/2019 of Rebar Stress For a Section Subjected to Combined Effect of External Axial Moment and Internal ASR.

ML19161A392 INT024 OFFICIAL EXHIBIT - INT024-00-BD01 - Publicly IDENTIFIED on BD01 NRC Safety Evaluation Related to Available 09/24/2019 Amendment No. 159 to Facility Operating ADMITTED on License No. NPF-086 (March 11, 2019). 09/24/2019 ML19162A020 INT025 OFFICIAL EXHIBIT - INT025-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - NRC Safety Evaluation Publicly 09/24/2019 Related to Amendment No. 159 to Facility Available ADMITTED on Operating License No. NPF-86 (March 11, 09/24/2019 2019) Proprietary.

ML19162A000 INT026 OFFICIAL EXHIBIT - INT026-00-BD01 - Publicly IDENTIFIED on BD01 Bayrak, Structural Assessment of Available 09/24/2019 Seabrook. ADMITTED on 09/24/2019 ML19177A233 INT027 OFFICIAL EXHIBIT - INT027-00-BD01 - Publicly IDENTIFIED on BD01 Pre-Filed Opening Testimony of Victor E. Available 09/24/2019 Saouma, PH.D regarding Scientific ADMITTED on Evaluation of Nextera's Aging 09/24/2019 Management Program for Alkali-Silica Reaction at the Seabrook Nuclear Power Plant.

ML19235A316 INT028 OFFICIAL EXHIBIT - INT028-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Rebuttal Testimony of Publicly 09/24/2019 Victor E. Saouma, Ph.D Regarding Available ADMITTED on Scientific Evaluation of NextEra's Aging 09/24/2019 Management Program for Alkali-Silica Reaction at the Seabrook Nuclear Power Plant.

ML19235A320 INT029 OFFICIAL EXHIBIT - INT029-00-BD01 - Publicly IDENTIFIED on BD01 Summary of Rebuttal Testimony of Victor Available 09/24/2019 E. Saouma, Ph.D Regarding Scientific ADMITTED on Evaluation of NextEra's Aging 09/24/2019 Management Program for Alkali-Silica Reaction at the Seabrook Nuclear Power Plant (Non-Proprietary Version).

ML19265A019 INT030-R- OFFICIAL EXHIBIT - INT030-R-00-BD01 - Publicly IDENTIFIED on 00-BD01 Saouma Supplemental Rebuttal Available 09/24/2019 Testimony. ADMITTED on 09/24/2019

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19254F151 INT031 OFFICIAL EXHIBIT - INT031-00-BD01 - Publicly IDENTIFIED on BD01 Saouma, Review of Selected Documents Available 09/24/2019 Pertaining to the Structural Evaluation of ADMITTED on Seabrook Nuclear Power Plant (Feb. 12, 09/24/2019 2019) (Non-Proprietary Version).

ML19254F154 INT032 OFFICIAL EXHIBIT - INT032-00-BD01 - Publicly IDENTIFIED on BD01 Pre-Filed Rebuttal Testimony of Victor E. Available 09/24/2019 Saouma, Ph.D Regarding Scientific ADMITTED on Evaluation of Nextera's Aging 09/24/2019 Management Program for ASR at the Seabrook Nuclear Power Plant Submitted on Behalf of C-10 Research. . .

ML19265A021 INT033 OFFICIAL EXHIBIT - INT033-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Saouma, V.E. and Hariri- Publicly 09/24/2019 Ardebili, M.A. (2014). A proposed aging Available ADMITTED on management program for alkali silica 09/24/2019 reactions in a nuclear power plant. Nuclear Engineering and Design 277, pp. 248-264.

(Copyrighted).

ML19265A022 INT034 OFFICIAL EXHIBIT - INT034-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Poyet, et al. (2007). Publicly 09/24/2019 Chemical modelling of alkali silica reaction: Available ADMITTED on influence of the reactive aggregate size 09/24/2019 distribution. Materials and Structures, 40(2), 229. Copyrighted).

ML19265A023 INT035 OFFICIAL EXHIBIT - INT035-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Katayama, T. (2017). An Publicly 09/24/2019 Attempt to Estimate Past Expansion of Available ADMITTED on Concrete Based on Petrographic Stage of 09/24/2019 ASR, Proc. 39th International Conference on Cement Microscopy, Canada, p. 217-236. (Copyrighted).

ML19265A024 INT036 OFFICIAL EXHIBIT - INT036-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Fournier, et al. (2010). Publicly 09/24/2019 Report on the diagnosis, prognosis, and Available ADMITTED on mitigation of Alkali-Silica Reaction (ASR) in 09/24/2019 transportation structures (No. FHWA-HIF-09-001) (Copyrighted).

ML19265A025 INT037 OFFICIAL EXHIBIT - INT037-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Stark, D., & De Puy, G. W. Publicly 09/24/2019 (1987). Alkali-silica reaction in five dams in Available ADMITTED on southwestern United States. ACI Special 09/24/2019 Publication, 100, 1759-1786.

(Copyrighted).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19265A026 INT038 OFFICIAL EXHIBIT - INT038-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Thomas, M., et al. (2006). Publicly 09/24/2019 Test methods for evaluating preventive Available ADMITTED on measures for controlling expansion due to 09/24/2019 alkali-silica reaction in concrete. Cement and Concrete Research, 36(10), 1842-1856.(Copyrighted).

ML19265A027 INT039 OFFICIAL EXHIBIT - INT039-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - J. Tcherner, T. Aziz Publicly 09/24/2019 (2009). Effects of AAR on Seismic Available ADMITTED on Assessment of Nuclear Power Plants for 09/24/2019 Life Extensions; 20th Int'l Conference on Structural Mechanics in Reactor Technology (SMIRT 20), Espoo, . . .

ML19265A010 INT040 OFFICIAL EXHIBIT - INT040-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - P. Rivard and G. Ballivy Publicly 09/24/2019 (2005). "Assessment of the expansion Available ADMITTED on related to alkali-silica reaction by the 09/24/2019 Damage Rating Index method". In:

Construction and Building Materials 19.

(Copyrighted).

ML19265A011 INT041 OFFICIAL EXHIBIT - INT041-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Ulm, F. J., et al. (2000). Publicly 09/24/2019 Thermo-chemo-mechanics of ASR Available ADMITTED on expansion in concrete structures. Journal 09/24/2019 of engineering mechanics, 126(3), 233-242. (Copyrighted).

ML19265A012 INT042 OFFICIAL EXHIBIT - INT042-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Bentz, E. C. (2005). Publicly 09/24/2019 Empirical modeling of reinforced concrete Available ADMITTED on shear strength size effect for members 09/24/2019 without stirrups. ACI structural journal, 102(2), 232. (Copyrighted).

ML19265A013 INT043 OFFICIAL EXHIBIT - INT043-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Miyagawa, et al. (2006). Publicly 09/24/2019 Fracture of Reinforcing Steels in Concrete Available ADMITTED on Structures Damaged by ASR-Field Survey, 09/24/2019 Mechanism and Maintenance; Journal of Advanced Concrete Technology, Vol. 4, No. 3, October 2006.

ML19265A014 INT044 OFFICIAL EXHIBIT - INT044-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Kojima, T., et al. (2000) Publicly 09/24/2019 Maintenance of Highway Structures Available ADMITTED on Affected by Alkali-Aggregate Reaction, 09/24/2019 Proc. of 11th Inter. Conf. on Alkali-Aggregate Reaction in Concrete, Quebec, pp.1159-1166. (Copyrighted).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19265A015 INT045 OFFICIAL EXHIBIT - INT045-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - da Silva, G. and de Publicly 09/24/2019 Oliveira, A. (2008) Injection of Available ADMITTED on Microcement in Pile Caps Cracked by 09/24/2019 Alkali Aggregate Reaction in the 13th International Conference on Alkali Aggregate Reaction Conference.

ML19265A016 INT046 OFFICIAL EXHIBIT - INT046-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Hansen, E. J., & Saouma, Publicly 09/24/2019 V. E. (1999). Numerical simulation of Available ADMITTED on reinforced concrete deterioration: Part 2- 09/24/2019 Steel corrosion and concrete cracking. ACI Materials Journal, 96, 331-338.

(Copyrighted).

ML19265A017 INT047 OFFICIAL EXHIBIT - INT047-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Geyskens, P., Kiureghian, Publicly 09/24/2019 A. D., & Monteiro, P. Bayesian. Prediction Available ADMITTED on of Elastic Modulus of Concrete. Journal of 09/24/2019 Structural Engineering, 124(1), 89-95 (1998) (Copyrighted).

ML19265A018 INT048 OFFICIAL EXHIBIT - INT048-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Hillerborg, et al. (1976). Publicly 09/24/2019 Analysis of crack formation and crack Available ADMITTED on growth in concrete by means of fracture 09/24/2019 mechanics and finite elements. Cement and concrete research, 6(6), 773-781.

(Copyrighted).

ML19205A489 NER001 OFFICIAL EXHIBIT - NER001-00-BD01 - Publicly IDENTIFIED on BD01 Testimony of NextEra Witnesses Michael Available 09/24/2019 Collins, John Simons, Christopher Bagley, ADMITTED on Oguzhan Bayrak, and Edward Carley 09/24/2019

("MPR Testimony").

ML19205A490 NER002 OFFICIAL EXHIBIT - NER002-00-BD01 - Publicly IDENTIFIED on BD01 MPR Testimony - Attachment 1 - Glossary. Available 09/24/2019 ADMITTED on 09/24/2019 ML19205A525 NER003 OFFICIAL EXHIBIT - NER003-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR Testimony - Publicly 09/24/2019 Attachment 2 - Proprietary Appendix. Available ADMITTED on 09/24/2019 ML19205A501 NER004 OFFICIAL EXHIBIT - NER004-00-BD01 - Publicly IDENTIFIED on BD01 Testimony of NextEra Witnesses Said Available 09/24/2019 Bolourchi, Glenn Bell, and Matthew ADMITTED on Sherman ("SGH Testimony"). 09/24/2019

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19265A002 NER005- OFFICIAL EXHIBIT - NER005-R3 Publicly IDENTIFIED on R3-00-BD01 BD01 - NextEra Exhibit List. Available 09/24/2019 ADMITTED on 09/24/2019 ML19205A519 NER006 OFFICIAL EXHIBIT - NER006-00-BD01 - Publicly IDENTIFIED on BD01 Michael Collins Biography. Available 09/24/2019 ADMITTED on 09/24/2019 ML19205A526 NER007 OFFICIAL EXHIBIT - NER007-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Seabrook Structures Publicly 09/24/2019 Monitoring Program Manual, Rev. 7. Available ADMITTED on 09/24/2019 ML19205A520 NER008 OFFICIAL EXHIBIT - NER008-00-BD01 - Publicly IDENTIFIED on BD01 John Simons Curriculum Vitae. Available 09/24/2019 ADMITTED on 09/24/2019 ML19205A521 NER009 OFFICIAL EXHIBIT - NER009-00-BD01 - Publicly IDENTIFIED on BD01 Chris Bagley Curriculum Vitae. Available 09/24/2019 ADMITTED on 09/24/2019 ML19205A522 NER010 OFFICIAL EXHIBIT - NER010-00-BD01 - Publicly IDENTIFIED on BD01 Dr. Oguzhan Bayrak Curriculum Vitae. Available 09/24/2019 ADMITTED on 09/24/2019 ML19205A523 NER011 OFFICIAL EXHIBIT - NER011-00-BD01 - Publicly IDENTIFIED on BD01 Edward Carley Resume. Available 09/24/2019 ADMITTED on 09/24/2019 ML19205A524 NER012 OFFICIAL EXHIBIT - NER012-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - The Institution of Structural Publicly 09/24/2019 Engineers, "Structural Effects of Alkali- Available ADMITTED on Silica Reaction" (July 1992) [Copyright]. 09/24/2019 ML19205A491 NER013 OFFICIAL EXHIBIT - NER013-00-BD01 - Publicly IDENTIFIED on BD01 U.S. Department of Transportation, Available 09/24/2019 Federal Highway Administration, "Report ADMITTED on on the Diagnosis, Prognosis, and 09/24/2019 Mitigation of Alkali-Silica Reaction (ASR) in Transportation Structures" (FHWA-HIF 004) (Jan. 2010).

ML19205A492 NER014 OFFICIAL EXHIBIT - NER014-00-BD01 - Publicly IDENTIFIED on BD01 NUREG-2191, "Generic Aging Lessons Available 09/24/2019 Learned for Subsequent License Renewal ADMITTED on (GALL-SLR) Report," Vol. 2 (July 2017) 09/24/2019

[Cover and Section X.M1].

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19206A047 NER015 OFFICIAL EXHIBIT - NER015-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR-3848, Rev. 0 Publicly 09/24/2019 "Seabrook Station, Approach for Shear Available ADMITTED on and Reinforcement Anchorage Testing of 09/24/2019 Concrete Affected by Alkali-Silica Reaction" (Apr. 2013) (FP100818)

[PROPRIETARY].

ML19205A493 NER016 OFFICIAL EXHIBIT - NER016-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Allford, M., "Expansion Publicly 09/24/2019 Behavior of Reinforced Concrete Elements Available ADMITTED on Due to Alkali-Silica Reaction" (Aug. 2016) 09/24/2019

[Copyright].

ML19205A494 NER017 OFFICIAL EXHIBIT - NER017-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - EPRI Report 3002013192, Publicly 09/24/2019 "Evaluation of Laboratory Tests to Detect Available ADMITTED on Up-to-Date Expansion and Remaining 09/24/2019 Expansion in Concrete Structures Affected by Alkali-Silica Reaction" (Oct. 15, 2018)

[Copyright].

ML19205A495 NER018 OFFICIAL EXHIBIT - NER018-00-BD01 - Publicly IDENTIFIED on BD01 MPR-3727, Rev. 1, "Seabrook Station: Available 09/24/2019 Impact of Alkali-Silica Reaction on ADMITTED on Concrete Structures and Attachments" 09/24/2019 (Jan. 2014) and NextEra Supplements I-V Thereto (FP100716, Rev. 4).

ML19205A531 NER019 OFFICIAL EXHIBIT - NER019-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Bayrak, O., "Structural Publicly 09/24/2019 Implications of ASR; State of the Art" (Feb. Available ADMITTED on 2, 2012) (FP100697). 09/24/2019 ML19205A532 NER020 OFFICIAL EXHIBIT - NER020-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR 0326-0062-88, Rev. Publicly 09/24/2019 2, "Initial Expansion Assessment of ASR- Available ADMITTED on Affected Reinforced Concrete Structures at 09/24/2019 Seabrook Station" (Mar. 2018) (FP101070, Rev. 1).

ML19205A533 NER021 OFFICIAL EXHIBIT - NER021-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR-4231, Rev. 0, Publicly 09/24/2019 "Instrumentation for Measuring Expansion Available ADMITTED on in Concrete Affected by Alkali-Silica 09/24/2019 Reaction" (Oct. 2015) (FP100972).

ML19266A048 NER022-R- OFFICIAL EXHIBIT - NER022-R-00-BD01 Non- IDENTIFIED on 00-BD01 - NON-PUBLIC - MPR-4262, "Shear and Publicly 09/24/2019 Reinforcement Anchorage Testing of Available ADMITTED on Concrete Affected by Alkali-Silica 09/24/2019 Reaction," Vol. I, Rev. 1 (July 2016) & Vol.

II, Rev. 0 (Jan. 2016) (FP100994).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A535 NER023 OFFICIAL EXHIBIT - NER023-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR-3722, Rev. 2, Publicly 09/24/2019 "Strength Testing of Anchors in Concrete Available ADMITTED on Affected by Alkali-Silica Reaction" (Jan. 09/24/2019 2016) (FP100718, Rev. 1) [Main Report &

App. A].

ML19205A536 NER024 OFFICIAL EXHIBIT - NER024-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR-4247, Rev. 0 Publicly 09/24/2019 "Commercial Grade Dedication Report for Available ADMITTED on Seabrook ASR Anchor Testing (Block 09/24/2019 Series and Girder Series Phase 2)" (Dec.

2015) (FP100986) [Main Report & Apps. A

& B].

ML19265A005 NER025-R- OFFICIAL EXHIBIT - NER025-R-00-BD01 Non- IDENTIFIED on 00-BD01 - NON-PUBLIC - MPR-4259, "Commercial Publicly 09/24/2019 Grade Dedication Report of Seabrook Available ADMITTED on ASR Shear, Reinforcement Anchorage & 09/24/2019 Instrumentation Testing" (Jan. 2016)

(Excerpt).

ML19205A527 NER026 OFFICIAL EXHIBIT - NER026-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR-3757, Rev. 4, "Shear Publicly 09/24/2019 and Reinforcement Anchorage Test Available ADMITTED on Specimen Technical Evaluation" (May 09/24/2019 2014) (FP100760).

ML19205A496 NER027 OFFICIAL EXHIBIT - NER027-00-BD01 - Publicly IDENTIFIED on BD01 Saouma, V., "Benchmark Problems for Available 09/24/2019 AAR FEA Code Validation" (Aug. 4, 2017). ADMITTED on 09/24/2019 ML19205A497 NER028 OFFICIAL EXHIBIT - NER028-00-BD01 - Publicly IDENTIFIED on BD01 SG&H Report 110594-RPT-02, Rev. 1, Available 09/24/2019 "Damage Rating Index and ASR Rating" ADMITTED on (Feb. 10, 2012) (FP100702). 09/24/2019 ML19205A498 NER029 OFFICIAL EXHIBIT - NER029-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - EPRI Report 3002013190, Publicly 09/24/2019 "Modeling Concrete Structures Affected by Available ADMITTED on Alkali Silica Reaction: Hydro-Quebec 09/24/2019 Approach for Hydraulic and Nuclear Power Plants" (Oct. 15, 2018) [Copyright].

ML19206A040 NER030 OFFICIAL EXHIBIT - NER030-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Giannini, E., "Evaluation of Publicly 09/24/2019 Concrete Structures Affected by Alkali- Available ADMITTED on Silica Reaction and Delayed Ettringite 09/24/2019 Formation" (2012) [Copyright].

ML19205A500 NER031 OFFICIAL EXHIBIT - NER031-00-BD01 - Publicly IDENTIFIED on BD01 Said Bolourchi Curriculum Vitae. Available 09/24/2019 ADMITTED on 09/24/2019

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A502 NER032 OFFICIAL EXHIBIT - NER032-00-BD01 - Publicly IDENTIFIED on BD01 Glenn Bell Curriculum Vitae. Available 09/24/2019 ADMITTED on 09/24/2019 ML19205A503 NER033 OFFICIAL EXHIBIT - NER033-00-BD01 - Publicly IDENTIFIED on BD01 Matthew Sherman Curriculum Vitae. Available 09/24/2019 ADMITTED on 09/24/2019 ML19205A504 NER034 OFFICIAL EXHIBIT - NER034-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - ASCE Standard ASCE/SEI Publicly 09/24/2019 7-16, "Minimum Design Loads and Available ADMITTED on Associated Criteria for Buildings and Other 09/24/2019 Structures" (2016) [Cover & Page 1]

[Copyright].

ML19205A505 NER035 OFFICIAL EXHIBIT - NER035-00-BD01 - Publicly IDENTIFIED on BD01 U.S. Department of Commerce, National Available 09/24/2019 Bureau of Standards, NBS Special ADMITTED on Publication 577, "Development of a 09/24/2019 Probability Based Load Criterion for American National Standard A58" (1980).

ML19205A506 NER036 OFFICIAL EXHIBIT - NER036-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - ASCE Standard ASCE/SEI Publicly 09/24/2019 4-16, "Seismic Analysis of Safety-Related Available ADMITTED on Nuclear Structures" (2016) [Cover & 09/24/2019 Pages 9-11, 23] [Copyright].

ML19205A507 NER037 OFFICIAL EXHIBIT - NER037-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Esposito, R., and Publicly 09/24/2019 Hendriks, M.A.N., "Literature Review of Available ADMITTED on Modelling Approaches for ASR in 09/24/2019 Concrete: A New Perspective,"

EUROPEAN JOURNAL OF ENVTL. &

CIVIL ENG'G (2017) [Copyright].

ML19205A508 NER038 OFFICIAL EXHIBIT - NER038-00-BD01 - Publicly IDENTIFIED on BD01 Gocevski, V., "Pathologies/Degradation Available 09/24/2019 Mechanisms Experienced by Hydro- ADMITTED on Quebec During the Evaluation of Gentilly-2 09/24/2019 NPP," Report Submitted to ASCET, (June 2015).

ML19205A509 NER039 OFFICIAL EXHIBIT - NER039-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Neville, A.M., "Properties Publicly 09/24/2019 of Concrete," 5th Edition, Pearson Available ADMITTED on Education Limited; Harlow, Essex, 09/24/2019 England, 2012 [Cover Pages & Pages 426-27, 436-37, 444-45] [Copyright].

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A510 NER040 OFFICIAL EXHIBIT - NER040-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - J.J. Brooks, Accuracy of Publicly 09/24/2019 Estimating Long-Term Strains in Concrete, Available ADMITTED on 36 Magazine of Concrete Research 127, 09/24/2019 131-45 (June 1984) [Copyright].

ML19205A511 NER041 OFFICIAL EXHIBIT - NER041-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Mijnsbergen, J. and Publicly 09/24/2019 Reinhardt, H. W., "Long-Time Creep and Available ADMITTED on Expansion Behavior of Concrete in a 09/24/2019 Marine Environment," 109 American Concrete Institute Special Publication 599-624 (SP 109-27)(1994) [Copyright].

ML19205A513 NER042 OFFICIAL EXHIBIT - NER042-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - G.E. Troxell, et al., "Long- Publicly 09/24/2019 Time Creep and Shrinkage Tests of Plain Available ADMITTED on and Reinforced Concrete," 1958 09/24/2019 Proceeding of the American Society for Testing and Materials 1101-20 [Copyright].

ML19205A514 NER043 OFFICIAL EXHIBIT - NER043-00-BD01 - Publicly IDENTIFIED on BD01 NUREG-0800, "Standard Review Plan for Available 09/24/2019 the Review of Safety Analysis Reports for ADMITTED on Nuclear Power Plants: LWR Edition" 09/24/2019 Chapter 3 - Design of Structures and Components, Equipment, and Systems 3.7.2, Rev. 4 (Sept. 2013).

ML19205A515 NER044 OFFICIAL EXHIBIT - NER044-00-BD01 - Publicly IDENTIFIED on BD01 Seabrook Station Unit 1, Updated Final Available 09/24/2019 Safety Analysis Report (UFSAR) (Rev. 19) ADMITTED on

[2.5.2.5 only]. 09/24/2019 ML19205A529 NER045 OFFICIAL EXHIBIT - NER045-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR-4286, Rev. 0, Publicly 09/24/2019 "Supplemental Commercial Grade Available ADMITTED on Dedication Report for Seabrook ASR Test 09/24/2019 Programs" (Mar. 2016) (FP101003).

ML19205A516 NER046 OFFICIAL EXHIBIT - NER046-00-BD01 - Publicly IDENTIFIED on BD01 Seabrook Mechanical Maintenance Available 09/24/2019 Procedure MS0517.51, "Installation of ADMITTED on Geokon Snap-Ring Borehole 09/24/2019 Extensometers," Rev. 0 (Feb. 2016)

[Cover & Pages 13-19].

ML19205A517 NER047 OFFICIAL EXHIBIT - NER047-00-BD01 - Publicly IDENTIFIED on BD01 N. Ezell et al., "Experimental Collaboration Available 09/24/2019 for Thick Concrete Structures with Alkali- ADMITTED on Silica Reaction" (2018). 09/24/2019

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A518 NER048 OFFICIAL EXHIBIT - NER048-00-BD01 - Publicly IDENTIFIED on BD01 L. Phan, "Structural Performance of NPP Available 09/24/2019 Concrete Structures Affected by Alkali- ADMITTED on Silica Reaction (ASR)," Slides for NRC 09/24/2019 Regulatory Information Conference Session TH27 (2018).

ML19255K410 NER049 OFFICIAL EXHIBIT - NER049-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - EPRI Report 3002007777, Publicly 09/24/2019 "Modeling Existing Concrete Containment Available ADMITTED on Structures" (Aug. 2017) [Copyright]. 09/24/2019 ML19262F141 NER050 OFFICIAL EXHIBIT - NER050-00-BD01 - Publicly IDENTIFIED on BD01 Reineck et al., "Research Report: Available 09/24/2019 Extended Databases with Shear Tests on ADMITTED on Structural Concrete Beams without and 09/24/2019 with Stirrups for the Assessment of Shear Design Procedures" (Mar. 2010).

ML19262H954 NER051 OFFICIAL EXHIBIT - NER051-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Reineck et al., "ACI- Publicly 09/24/2019 DAfStb Database of Shear Tests on Available ADMITTED on Slender Reinforced Concrete Beams 09/24/2019 without Stirrups," 110-5 ACI Structural Journal 867 (Sept.-Oct. 2013) [Copy Right].

ML19262F144 NER052 OFFICIAL EXHIBIT - NER052-00-BD01 - Publicly IDENTIFIED on BD01 Clayton et al., "The Effects of Alkali-Silica Available 09/24/2019 Reaction on the Strength of Prestressed ADMITTED on Concrete Beams," 68-15 The Structural 09/24/2019 Engineer 287 (Aug. 1990).

ML19262F147 NER053 OFFICIAL EXHIBIT - NER053-00-BD01 - Publicly IDENTIFIED on BD01 Richart et al., "The Failure of Plain and Available 09/24/2019 Spirally Reinforced Concrete in ADMITTED on Compression," University of Illinois 09/24/2019 Engineering Experiment Station, Bulletin No. 190 (Apr. 1929).

ML19262H957 NER054 OFFICIAL EXHIBIT - NER054-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Chana and Korobokis, Publicly 09/24/2019 "Structural Performance of Reinforced Available ADMITTED on Concrete Affected by Alkali Silica 09/24/2019 Reaction: Phase 1" (Oct. 1990) [Cover Pages & 7.2] [Copyright].

ML19262H971 NER055 OFFICIAL EXHIBIT - NER055-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - MPR Document 0326- Publicly 09/24/2019 0058-157, "Overview of Anchor Testing Available ADMITTED on Program in Concrete Affected by Alkali- 09/24/2019 Silica Reaction," (Feb. 26, 2013).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19262F151 NER056 OFFICIAL EXHIBIT - NER056-00-BD01 - Publicly IDENTIFIED on BD01 NUREG-1800, Rev. 2, "Standard Review Available 09/24/2019 Plan for Review of License Renewal ADMITTED on Applications for Nuclear Power Plants" 09/24/2019 (Dec. 2010) [Cover Pages & App. A A.1].

ML19262F154 NER057 OFFICIAL EXHIBIT - NER057-00-BD01 - Publicly IDENTIFIED on BD01 Oak Ridge National Laboratory, "In- Available 09/24/2019 Service Inspection Guidelines for Concrete ADMITTED on Structures in Nuclear Power Plants" (Dec. 09/24/2019 1995).

ML19262H975 NER058 OFFICIAL EXHIBIT - NER058-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - D. Wald, "ASR Expansion Publicly 09/24/2019 Behavior in Reinforced Concrete - Available ADMITTED on Experimentation and Nuclear Modeling for 09/24/2019 Practical Application" (Aug. 2017)

[Copyright].

ML19262F157 NER059 OFFICIAL EXHIBIT - NER059-00-BD01 - Publicly IDENTIFIED on BD01 RILEM Technical Committee 259-ISR, Available 09/24/2019 "Benchmark Problems for AAR FEA Code ADMITTED on Validation" (Aug. 4, 2017). 09/24/2019 ML19262H978 NER060 OFFICIAL EXHIBIT - NER060-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Manabe et al., Publicly 09/24/2019 "Maintenance Management of Turbine Available ADMITTED on Generator Foundation Affected by Alkali- 09/24/2019 Silica Reaction," 14 Journal of Advanced Concrete Technology 590 (Sept. 2016)

[Copyright].

ML19262H982 NER061 OFFICIAL EXHIBIT - NER061-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Somerville, Management Publicly 09/24/2019 of Deteriorating Concrete Structures Available ADMITTED on (2008) [Cover & Pages 111, 155-164, 206- 09/24/2019 208] [Copyright].

ML19262F160 NER062 OFFICIAL EXHIBIT - NER062-00-BD01 - Publicly IDENTIFIED on BD01 Transcript, Advisory Committee on Available 09/24/2019 Reactor Safeguards, License Renewal ADMITTED on Subcommittee (Oct. 31, 2018) [Cover & 09/24/2019 Pages 101-102].

ML19262H985 NER063 OFFICIAL EXHIBIT - NER063-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Mohammed et al., "Alkali- Publicly 09/24/2019 Silica Reaction-Induced Strains over Available ADMITTED on Concrete Surface and Steel Bars in 09/24/2019 Concrete," 100 ACI Materials Journal 133 (Mar.-Apr. 2003) [Copyright].

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19262F163 NER064 OFFICIAL EXHIBIT - NER064-00-BD01 - Publicly IDENTIFIED on BD01 Mohammed et al., "ASR Expansion of Available 09/24/2019 Concrete Beams with Various Restrained ADMITTED on Conditions - 612 Days of Accelerated 09/24/2019 Marine Exposure," Proceedings of the 12th Int'l Conf. on Alkali-Aggregate Reaction in Concrete 1169 (2004).

ML19262H989 NER065 OFFICIAL EXHIBIT - NER065-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Bazant and Steffens, Publicly 09/24/2019 "Mathematical Model for Kinetics of Alkali- Available ADMITTED on Silica Reaction in Concrete," 30 Cement 09/24/2019 and Concrete Research 419 (2000)

[Copyright].

ML19262F130 NER066 OFFICIAL EXHIBIT - NER066-00-BD01 - Publicly IDENTIFIED on BD01 Dunant and Scrivener, "Micro-Mechanical Available 09/24/2019 Modelling of Alkali-Silica-Reaction-Induced ADMITTED on Degradation Using The AMIE Framework," 09/24/2019 40 Cement and Concrete Research 4, 517-25 (2010).

ML19262F133 NER067 OFFICIAL EXHIBIT - NER067-00-BD01 - Publicly IDENTIFIED on BD01 Charlwood, "A Review of Alkali Aggregate Available 09/24/2019 Reaction in Hydro Plants and Dams," 1 ADMITTED on Int'l Journal on Hydropower & Dams 3, 73- 09/24/2019 80 (May 1994).

ML19262H992 NER068 OFFICIAL EXHIBIT - NER068-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Cope et al., "Prediction of Publicly 09/24/2019 Stress Distributions in Reinforced Available ADMITTED on Concrete Members Affected by Alkali 09/24/2019 Aggregate Reaction" (1994)[Copyright].

ML19262H997 NER069 OFFICIAL EXHIBIT - NER069-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Fairbarin et al., "Modeling Publicly 09/24/2019 the Structural Behavior of a Dam Affected Available ADMITTED on by Alkali-Silica Reaction," 22 09/24/2019 Communications in Numerical Methods of Eng'g 1 (July 14, 2005)[Copyright].

ML19262H959 NER070 OFFICIAL EXHIBIT - NER070-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Grimal et al., "Creep, Publicly 09/24/2019 Shrinkage, and Anisotropic Damage in Available ADMITTED on Alkali-Aggregate Reaction Swelling 09/24/2019 Mechanism Part I: A Constitutive Model,"

105-3 ACI Materials Journal 227 (May-June 2008) [Copy Right].

ML19262H960 NER071 OFFICIAL EXHIBIT - NER071-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Comi and Perego, Publicly 09/24/2019 "Anisotropic Damage Model for Concrete Available ADMITTED on Affected by Alkali-Aggregate Reaction," 20 09/24/2019 Int'l Journal of Damage Mechanics 598 (May 2011) [COPYRIGHT].

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19262H964 NER072 OFFICIAL EXHIBIT - NER072-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Saouma and Perotti, Publicly 09/24/2019 "Constitutive Model for Alkali-Aggregate Available ADMITTED on Reactions," 103 ACI Materials Journal 194 09/24/2019 (May-June 2006) [Copyright].

ML19262H965 NER073 OFFICIAL EXHIBIT - NER073-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Pan et al., "Modeling of Publicly 09/24/2019 alkali-silica Reaction in Concrete: a Available ADMITTED on Review," 6 Frontiers of Structural and Civil 09/24/2019 Eng'g 1 (2012) [Copyright].

ML19262H969 NER074 OFFICIAL EXHIBIT - NER074-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Jurcut, "Modelling of Publicly 09/24/2019 Alkali-Aggregate Reaction Effects in Available ADMITTED on Reinforced Concrete Structures" (2015) 09/24/2019

[COPYRIGHT].

ML19262F137 NER075 OFFICIAL EXHIBIT - NER075-00-BD01 - Publicly IDENTIFIED on BD01 Swiss Committee on Dams, "Concrete Available 09/24/2019 Swelling of Dams in Switzerland" (May 8, ADMITTED on 2017). 09/24/2019 ML19265A003 NER076 OFFICIAL EXHIBIT - NER076-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Testimony of NextEra Publicly 09/24/2019 Witnesses John Simons, Christopher Available ADMITTED on Bagley, Oguzhan Bayrak, and Edward 09/24/2019 Carley in Response to Exhibit INT030

[PROPRIETARY].

ML19261A762 NRC001-R- OFFICIAL EXHIBIT - NRC001-R-00-BD01 Publicly IDENTIFIED on 00-BD01 - Staff Testimony. Available 09/24/2019 ADMITTED on 09/24/2019 ML19205A345 NRC002 OFFICIAL EXHIBIT - NRC002-00-BD01 - Publicly IDENTIFIED on BD01 Statement of Professional Qualifications of Available 09/24/2019 Angela Buford. ADMITTED on 09/24/2019 ML19205A346 NRC003 OFFICIAL EXHIBIT - NRC003-00-BD01 - Publicly IDENTIFIED on BD01 Statement of Professional Qualifications of Available 09/24/2019 Bryce Lehman. ADMITTED on 09/24/2019 ML19205A347 NRC004 OFFICIAL EXHIBIT - NRC004-00-BD01 - Publicly IDENTIFIED on BD01 Statement of Professional Qualifications of Available 09/24/2019 George Thomas. ADMITTED on 09/24/2019 ML19205A348 NRC005 OFFICIAL EXHIBIT - NRC005-00-BD01 - Publicly IDENTIFIED on BD01 Jacob Phillip Testimony. Available 09/24/2019 ADMITTED on 09/24/2019

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A349 NRC006 OFFICIAL EXHIBIT - NRC006-00-BD01 - Publicly IDENTIFIED on BD01 Statement of Professional Qualifications of Available 09/24/2019 Jacob Phillip. ADMITTED on 09/24/2019 ML19205A350 NRC007 OFFICIAL EXHIBIT - NRC007-00-BD01 - Publicly IDENTIFIED on BD01 Seabrook Station Updated Final Safety Available 09/24/2019 Analysis Report (UFSAR), Chapter 3, ADMITTED on "Design of Structures, Components, 09/24/2019 Equipment and Systems," Revision 18 (October 2017).

ML19205A352 NRC008 OFFICIAL EXHIBIT - NRC008-00-BD01 - Publicly IDENTIFIED on BD01 MPR-4273, Revision 0, "Seabrook Station Available 09/24/2019

- Implications of Large-Scale Test Program ADMITTED on Results on Reinforced Concrete Affected 09/24/2019 by Alkali-Silica Reaction," (July 2016).

ML19205A469 NRC009 OFFICIAL EXHIBIT - NRC009-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Enclosure 6 to Original Publicly 09/24/2019 LAR, MPR-4273, Revision 0, "Seabrook Available ADMITTED on Station - Implications of Large-Scale Test 09/24/2019 Program Results on Reinforced Concrete Affected by Alkali-Silica Reaction" (July 2016).

ML19205A356 NRC010 OFFICIAL EXHIBIT - NRC010-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Ralph A. Dodds III, NextEra, to Available 09/24/2019 NRC DCD, "Seabrook Station, ADMITTED on Supplement to License Amendment 09/24/2019 Request 16-03, Revise Current Licensing Basis to Adopt a Methodology for the Analysis of . . ." (Sept. 30, 2016).

ML19205A357 NRC011 OFFICIAL EXHIBIT - NRC011-00-BD01 - Publicly IDENTIFIED on BD01 Enclosure 3 to Sept. 2016 LAR Available 09/24/2019 Supplement, MPR-4153, Revision 2, ADMITTED on "Seabrook Station-Approach for 09/24/2019 Determining Through-Thickness Expansion from Alkali-Silica Reaction,"

(July 2016).

ML19205A470 NRC012 OFFICIAL EXHIBIT - NRC012-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Enclosure 5 to Sept. 2016 Publicly 09/24/2019 LAR Supplement, Revision 2, MPR-4153, Available ADMITTED on Rev. 2, "Seabrook Station - Approach for 09/24/2019 Determining Through Thickness Expansion from Alkali-Silica Reaction,"

(July 2016).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A358 NRC013 OFFICIAL EXHIBIT - NRC013-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Eric McCartney, NextEra, to Available 09/24/2019 NRC Document Control Desk, "Seabrook ADMITTED on Station, Response to Request for 09/24/2019 Additional Information Regarding License Amendment Request 16-03 Related to ASR," (Oct. 3, 2017).

ML19205A359 NRC014 OFFICIAL EXHIBIT - NRC014-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Eric McCartney, NextEra, to Available 09/24/2019 NRC Document Control Desk, "Seabrook ADMITTED on Station, Response to Request for 09/24/2019 Additional Information Regarding License Amendment Request Related to ASR,"

(Dec. 11, 2017).

ML19205A360 NRC015 OFFICIAL EXHIBIT - NRC015-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Christopher Domingos, Available 09/24/2019 NextEra, to NRC Document Control Desk, ADMITTED on "Seabrook Station, Response to Request 09/24/2019 for Additional Information Regarding License Amendment Request 16-03,"

(June 7, 2018).

ML19205A361 NRC016 OFFICIAL EXHIBIT - NRC016-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Eric McCartney, NextEra, to Available 09/24/2019 NRC Document Control Desk, "Seabrook ADMITTED on Station Revised Structures Monitoring 09/24/2019 Aging Management Program," (May 18, 2018).

ML19205A362 NRC017 OFFICIAL EXHIBIT - NRC017-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Tam Tran, NRC, to Dean Available 09/24/2019 Curtland, NextEra, "Alkali Silica Reaction ADMITTED on Monitoring Aging Management Program 09/24/2019 Audit Report Regarding the Seabrook Station, Unit 1, License Renewal (TAC No.

ME4028)" (Dec. 17, 2015).

ML19205A363 NRC018 OFFICIAL EXHIBIT - NRC018-00-BD01 - Publicly IDENTIFIED on BD01 Seabrook ASR-Monitoring Program Audit Available 09/24/2019 Report, Enclosure to Dec. 17, 2015 Letter ADMITTED on to NextEra. 09/24/2019 ML19205A364 NRC019 OFFICIAL EXHIBIT - NRC019-00-BD01 - Publicly IDENTIFIED on BD01 Confirmatory Action Letter, Seabrook Available 09/24/2019 Station, Unit 1 - Information Related to ADMITTED on Concrete Degradation Issues, at 1 (May 09/24/2019 16, 2012).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A365 NRC020 OFFICIAL EXHIBIT - NRC020-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Richard A. Plasse, NRC, to Available 09/24/2019 Paul Freeman, NextEra, "Audit Report ADMITTED on Regarding the Seabrook Station License 09/24/2019 Renewal Application (TAC Number ME4028)" (Mar. 21, 2011).

ML19205A369 NRC021 OFFICIAL EXHIBIT - NRC021-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Arthur L. Burritt, NRC, to Paul Available 09/24/2019 Freeman, NextEra, "Seabrook Station, ADMITTED on Unit 1 - NRC Integrated Inspection Report 09/24/2019 05000443/2011002" (May 12, 2011).

ML19205A370 NRC022 OFFICIAL EXHIBIT - NRC022-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Richard J. Conte, NRC, to Paul Available 09/24/2019 Freeman, NextEra, "NextEra Energy ADMITTED on Seabrook - NRC License Renewal 09/24/2019 Inspection Report 05000443/2011007" (May 23, 2011).

ML19205A372 NRC023 OFFICIAL EXHIBIT - NRC023-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Arthur L. Burritt, NRC, to Paul Available 09/24/2019 Freeman, NextEra, Seabrook Station, Unit ADMITTED on No. 1 - NRC Integrated Inspection Report 09/24/2019 05000443/2011003 (Aug. 12, 2011).

ML19205A373 NRC024 OFFICIAL EXHIBIT - NRC024-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Christopher G. Miller, NRC, to Available 09/24/2019 Paul Freeman, NextEra, Seabrook - NRC ADMITTED on Inspection Report 05000443/2011010 09/24/2019 Related to Alkali-Silica Reaction Issue In Safety Related Structures (Mar. 26, 2012).

ML19205A374 NRC025 OFFICIAL EXHIBIT - NRC025-00-BD01 - Publicly IDENTIFIED on BD01 Ltr. C. Miller NRC, to K. Walsh NextEra, Available 09/24/2019 "Seabrook Station, Unit No. 1 - ADMITTED on Confirmatory Action Ltr. Follow-up Inspect. 09/24/2019

- NRC Inspection Rrpt.

05000443/2012009, Encl., Inspect. Rprt.

No. 0500044312012009" (Dec. 3, 2012).

ML19205A375 NRC026 OFFICIAL EXHIBIT - NRC026-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Raymond K. Lorson, NRC, to Available 09/24/2019 Kevin Walsh, "Seabrook Station, Unit No. ADMITTED on 1 - Confirmatory Action Letter Follow-up 09/24/2019 Inspection - NRC Inspection Report 05000443/2012010," at 1 (Aug. 9, 2013).

ML19205A376 NRC027 OFFICIAL EXHIBIT - NRC027-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Glenn T. Dentel, NRC, to Kevin Available 09/24/2019 Walsh, NextEra, "Seabrook Station, Unit ADMITTED on No. 1 - NRC Integrated Inspection Report 09/24/2019 05000443/2013005," (Jan. 30, 2014).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A377 NRC028 OFFICIAL EXHIBIT - NRC028-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Glenn T. Dentel, NRC, to Kevin Available 09/24/2019 Walsh, NextEra, "Seabrook Station, Unit ADMITTED on No. 1 - NRC Integrated Inspection Report 09/24/2019 05000443/2014002," (May 6, 2014).

ML19205A378 NRC029 OFFICIAL EXHIBIT - NRC029-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Glenn T. Dentel, NRC, to Dean Available 09/24/2019 Curtland, NextEra, "Seabrook Station, Unit ADMITTED on No. 1 - NRC Integrated Inspection Report 09/24/2019 05000443/2014003," (Aug. 5, 2014).

ML19205A379 NRC030 OFFICIAL EXHIBIT - NRC030-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Glenn T. Dentel, NRC, to Dean Available 09/24/2019 Curtland, NextEra, "Seabrook Station, Unit ADMITTED on No. 1 - NRC Integrated Inspection Report 09/24/2019 05000443/2014005," (Feb. 6, 2015).

ML19205A387 NRC031 OFFICIAL EXHIBIT - NRC031-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Glenn T. Dentel, NRC, to Dean Available 09/24/2019 Curtland, NextEra, "Seabrook Station, Unit ADMITTED on No. 1 - NRC Integrated Inspection Report 09/24/2019 05000443/2015002," (Aug. 5, 2015).

ML19205A388 NRC032 OFFICIAL EXHIBIT - NRC032-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Fred L. Bower, III, NRC, to Available 09/24/2019 Dean Curtland, NextEra, "Seabrook ADMITTED on Station, Unit No. 1 - NRC Integrated 09/24/2019 Inspection Report 05000443/2015004 and Independent Spent Fuel . . . No.

07200063/2015001" (Feb. 12, 2016).

ML19205A398 NRC033 OFFICIAL EXHIBIT - NRC033-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Mel Gray, NRC, to Dean Available 09/24/2019 Curtland, NextEra, "Seabrook Station, ADMITTED on "Seabrook Station - Inspection Report 09/24/2019 05000443/2016008 Related to ASR Affects On Safety-Related Concrete Structures And . . . (May 6, 2016).

ML19205A399 NRC034 OFFICIAL EXHIBIT - NRC034-00-BD01 - Publicly IDENTIFIED on BD01 Letter from to Eric McCartney, NextEra, Available 09/24/2019 "Seabrook Station, Unit No. 1 - Integrated ADMITTED on Inspection Report 05000443/2016002," 09/24/2019 (Aug. 5, 2016).

ML19205A400 NRC035 OFFICIAL EXHIBIT - NRC035-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Fred L. Bower, III, NRC, to Eric Available 09/24/2019 McCartney, NextEra, "Seabrook Station, ADMITTED on Unit No. 1 - Integrated Inspection Report 09/24/2019 05000443/2016004," (Feb. 8, 2017).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A401 NRC036 OFFICIAL EXHIBIT - NRC036-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Fred L. Bower, III, NRC, to Available 09/24/2019 Mano Nazar, NextEra, "Seabrook Station, ADMITTED on Unit No. 1 - Integrated Inspection Report 09/24/2019 05000443/2017002," encl. at 31-32 (Aug.

14, 2017).

ML19205A402 NRC037 OFFICIAL EXHIBIT - NRC037-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Fred L. Bower, III, NRC, to Available 09/24/2019 Mano Nazar, NextEra, "Seabrook Station, ADMITTED on Unit No. 1 - Integrated Inspection Report 09/24/2019 05000443/2017004," encl. at 24-27 (Feb.

12, 2018).

ML19205A403 NRC038 OFFICIAL EXHIBIT - NRC038-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Fred L. Bower, III, NRC, to Available 09/24/2019 Mano Nazar, NextEra, "Seabrook Station, ADMITTED on Unit No. 1 - Integrated Inspection Report 09/24/2019 05000443/2018001," encl. at 8-9 (May 14, 2018).

ML19205A404 NRC039 OFFICIAL EXHIBIT - NRC039-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Mel Gray, III, NRC, to Mano Available 09/24/2019 Nazar, NextEra, "Seabrook Station, Unit ADMITTED on No. 1 - Integrated Inspection Report 09/24/2019 05000443/2018011," (Aug. 10, 2018).

ML19205A405 NRC040 OFFICIAL EXHIBIT - NRC040-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Fred L. Bower, NRC, to Mano Available 09/24/2019 Nazar, NextEra, "Seabrook Station, Unit ADMITTED on No. 1 - Integrated Inspection Report 09/24/2019 05000443/2018003," (Nov. 13, 2018).

ML19205A389 NRC041 OFFICIAL EXHIBIT - NRC041-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Richard Plasse, NRC, to Kevin Available 09/24/2019 Walsh, NextEra, "Aging Management ADMITTED on Program Audit Report Regarding the 09/24/2019 Seabrook Station License Renewal Application (TAC No. ME4028)," (Dec. 23, 2013).

ML19205A390 NRC042 OFFICIAL EXHIBIT - NRC042-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Tam Tran, NRC, to Eric Available 09/24/2019 McCartney, NextEra, "Alkali Silica ADMITTED on Reaction Monitoring Aging Management 09/24/2019 Program Audit Report Regarding the Seabrook Station," Unit 1, License Renewal (CAC No. ME4028) (Dec. 21, 2016).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A391 NRC043 OFFICIAL EXHIBIT - NRC043-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Justin C. Poole, NRC, to Mano Available 09/24/2019 Nazar, NextEra, Seabrook Station, Unit ADMITTED on No. 1 - Site Visit Report Regarding 09/24/2019 Regulatory Audit for License Amendment.

. . (CAC No. MF8260; EPID L- 2016-LLA-0007)" (July 26, 2017).

ML19205A392 NRC044 OFFICIAL EXHIBIT - NRC044-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Justin C. Poole, NRC, to Mano Available 09/24/2019 Nazar, NextEra, "Seabrook Station, Unit ADMITTED on No. 1 - Site Visit Report Regarding 09/24/2019 Regulatory Audit for License Amendment.

. . (CAC No. MF8260; EPID L- 2016-LLA-0007)" (May 21, 2018).

ML19205A393 NRC045 OFFICIAL EXHIBIT - NRC045-00-BD01 - Publicly IDENTIFIED on BD01 Memorandum from Eric J. Leeds, NRR, Available 09/24/2019 and William M. Dean, Region 1, Seabrook ADMITTED on Alkali-Silica Reaction Issue Technical 09/24/2019 Team Charter (July 9, 2012).

ML19205A394 NRC046 OFFICIAL EXHIBIT - NRC046-00-BD01 - Publicly IDENTIFIED on BD01 Summary of August 24, 2017, Meeting Available 09/24/2019 with NextEra Energy Regarding License ADMITTED on Amendment Request on Alkali Silica 09/24/2019 Reaction (CAC No. MF8260; EPID l-2016-lla-0007) (Oct. 13, 2017).

ML19205A395 NRC047 OFFICIAL EXHIBIT - NRC047-00-BD01 - Publicly IDENTIFIED on BD01 Memorandum from James G. Danna, Available 09/24/2019 NRC, to Andrea D. Veil, NRC ACRS, ADMITTED on "Seabrook Station, Unit No. 1 - 09/24/2019 Submission of ASR License Amendment Request Draft Safety . . . (CAC No.

MF8260; EPID L-2016-LLA-0007)" (Sept.

28, 2018).

ML19205A396 NRC048 OFFICIAL EXHIBIT - NRC048-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Michael Corradini, Chairman, Available 09/24/2019 ACRS, to Kristine L. Svinicki, Chairman, ADMITTED on NRC, "Seabrook Station Unit 1 License 09/24/2019 Renewal Application: Review of Licensee Program Addressing ASR," (Dec. 14, 2018).

ML19205A479 NRC049 OFFICIAL EXHIBIT - NRC049-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - American Concrete Publicly 09/24/2019 Institute (ACI) Standard 318-71, Building Available ADMITTED on Code Requirements for Reinforced 09/24/2019 Concrete (1971).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A480 NRC050 OFFICIAL EXHIBIT - NRC050-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Section III, Division 2, of Publicly 09/24/2019 the 1975 Edition of the American Society Available ADMITTED on of Mechanical Engineers Boiler and 09/24/2019 Pressure Vessel Code (ASME Code) for Containment.

ML19205A481 NRC051 OFFICIAL EXHIBIT - NRC051-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Report of ACI-ASCE Publicly 09/24/2019 (American Society of Civil Engineers) Available ADMITTED on Committee 326, "Shear and Diagonal 09/24/2019 Tension" (1962).

ML19205A482 NRC052 OFFICIAL EXHIBIT - NRC052-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - ACI 408R-03, "Bond and Publicly 09/24/2019 Development of Straight Reinforcing Bars Available ADMITTED on in Tension" (effective Sept. 24, 2003) 09/24/2019 (reapproved 2012).

ML19205A427 NRC053 OFFICIAL EXHIBIT - NRC053-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Pub. Ser. Co. of N. H. to NRC Available 09/24/2019 Region I, IE re: Response to NRC IE ADMITTED on Bulletin 79-02, "Pipe Support Base Plate 09/24/2019 Designs Using Concrete Expansion Anchor Bolts," Rev. 2, Nov. 8, 1979 (Jan 3.

1980).

ML19205A428 NRC054 OFFICIAL EXHIBIT - NRC054-00-BD01 - Publicly IDENTIFIED on BD01 NUREG/CR-5563, "A Technical Basis for Available 09/24/2019 Revision to Anchorage Criteria," March ADMITTED on 1999. 09/24/2019 ML19205A483 NRC055 OFFICIAL EXHIBIT - NRC055-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - ACI 349, "Code Publicly 09/24/2019 Requirements for Nuclear Safety-Related Available ADMITTED on Concrete Structures and Commentary" 09/24/2019 2013.

ML19205A484 NRC056 OFFICIAL EXHIBIT - NRC056-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Madhu M. Karthik, et al., Publicly 09/24/2019 "Experimental Behavior of Large Available ADMITTED on Reinforced Concrete Specimen with Heavy 09/24/2019 ASR and DEF [delayed ettringite formation] Deterioration," J. Struct. Eng.

(2018) (online May 31, 2018).

ML19205A485 NRC057 OFFICIAL EXHIBIT - NRC057-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - M. Kathleen Eck Olave, et. Publicly 09/24/2019 al., "Performance of RC Columns Affected Available ADMITTED on by ASR. II: Experiments in Assessment," 09/24/2019 Vol. 20, ASCE J. of Bridge Eng'g (March 2015) (published online June 12, 2014).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A486 NRC058 OFFICIAL EXHIBIT - NRC058-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - F. Habibi, et. al., "AAR in Publicly 09/24/2019 Nucl. Concrete Structures: Pt. 3: Structural Available ADMITTED on Shear Wall Elements," Transacts, 23rd 09/24/2019 Conf. Structural Mechs Reactor Tech.

(SMiRT-23), UK, Aug. 10-14, 2015, Div. I, Paper ID 044.

ML19205A471 NRC059 OFFICIAL EXHIBIT - NRC059-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - ACI 349.3R, "Evaluation of Publicly 09/24/2019 Existing Nuclear Safety-Related Concrete Available ADMITTED on Structures" (2002) (Reapproved 2010). 09/24/2019 ML19205A432 NRC060 OFFICIAL EXHIBIT - NRC060-00-BD01 - Publicly IDENTIFIED on BD01 NRC Information Notice 2011-20: Available 09/24/2019 Concrete Degradation by Alkali-Silica ADMITTED on Reaction (Nov. 18, 2011). 09/24/2019 ML19205A433 NRC061 OFFICIAL EXHIBIT - NRC061-00-BD01 - Publicly IDENTIFIED on BD01 Standard Review Plan for Review of Available 09/24/2019 Subsequent License Renewal Applications ADMITTED on for Nuclear Power Plants" (Final Report), 09/24/2019 NUREG-2192 (July 2017).

ML19205A434 NRC062 OFFICIAL EXHIBIT - NRC062-00-BD01 - Publicly IDENTIFIED on BD01 Interagency Agreement between NRC and Available 09/24/2019 NIST (Mar. 31, 2014). ADMITTED on 09/24/2019 ML19205A435 NRC063 OFFICIAL EXHIBIT - NRC063-00-BD01 - Publicly IDENTIFIED on BD01 Grant and Cooperative Agreement Available 09/24/2019 between NRC and Northwestern University ADMITTED on (Sept. 30, 2014). 09/24/2019 ML19205A436 NRC064 OFFICIAL EXHIBIT - NRC064-00-BD01 - Publicly IDENTIFIED on BD01 Sherry Bernhoft, EPRI Senior Program Available 09/24/2019 Manager, NRC Commissioner Briefing on ADMITTED on the Status of Subsequent License 09/24/2019 Renewal Preparations, "EPRI Long Term Operations: Research & Development for Aging Management" (Apr. 26, 2017).

ML19205A472 NRC065 OFFICIAL EXHIBIT - NRC065-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Emma L. Wong & Sherry Publicly 09/24/2019 Bernhoft, "Overview of the Electric Power Available ADMITTED on Research Institute's Research for Long 09/24/2019 Term Operations," 117 Transactions of the Am. Nuclear Soc'y, 648, 648 (Oct. 29 -

Nov. 2, 2017).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A439 NRC066 OFFICIAL EXHIBIT - NRC066-00-BD01 - Publicly IDENTIFIED on BD01 U.S. Department of Energy, "Light Water Available 09/24/2019 Reactor Sustainability Program - A ADMITTED on Summary of Collaborative Research and 09/24/2019 Development Activities," INL/EXT 52416, Rev. 0 (Jan. 2019).

ML19205A429 NRC067 OFFICIAL EXHIBIT - NRC067-00-BD01 - Publicly IDENTIFIED on BD01 Organisation for Economic Cooperation Available 09/24/2019 and Development, Nuclear Energy ADMITTED on Agency, "Final Report on the Phase 1 of 09/24/2019 the Assessment of Structures Subjected to Concrete Pathologies" NEA/CSNI/R(2016)13 (July 2017).

ML19205A430 NRC068 OFFICIAL EXHIBIT - NRC068-00-BD01 - Publicly IDENTIFIED on BD01 Organisation for Economic Co-operation Available 09/24/2019 and Development, Nuclear Energy ADMITTED on Agency, "Phase II of the Assessment of 09/24/2019 Structures Subjected to Concrete Pathologies (ASCET): Final Report" NEA/CSNI/R(2018)4 (Jan. 21, 2019).

ML19205A431 NRC069 OFFICIAL EXHIBIT - NRC069-00-BD01 - Publicly IDENTIFIED on BD01 IRSN, ODOBA Research programs, (last Available 09/24/2019 update Aug. 2018), ADMITTED on https://www.irsn.fr/EN/Research/Research- 09/24/2019 organisation/Research-programmes/Odoba-project/Pages/ODOBA.

ML19206A039 NRC070 OFFICIAL EXHIBIT - NRC070-00-BD01 - Publicly IDENTIFIED on BD01 "Research Activities FY 2018-2020," Available 09/24/2019 NUREG-1925, Rev. 4 (Mar. 2018). ADMITTED on 09/24/2019 ML19205A438 NRC071 OFFICIAL EXHIBIT - NRC071-00-BD01 - Publicly IDENTIFIED on BD01 NUREG/CR-7153, "Expanded Materials Available 09/24/2019 Degradation Assessment (EMDA), Volume ADMITTED on 4: Aging of Concrete and Civil Structures" 09/24/2019 (Oct. 2014).

ML19261B304 NRC072-R- OFFICIAL EXHIBIT - NRC072-R-00-BD01 Non- IDENTIFIED on 00-BD01 - NON-PUBLIC - R. Park and T. Paulay, Publicly 09/24/2019 "Reinforced Concrete Structures" (John Available ADMITTED on Wiley & Sons, Inc. 1975). 09/24/2019 ML19205A474 NRC073 OFFICIAL EXHIBIT - NRC073-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - David Darwin, Charles W. Publicly 09/24/2019 Dolan, and Arthur H. Nilson, "Design of Available ADMITTED on Concrete Structures" (McGraw Hill, Inc., 09/24/2019 15th Ed. 2016).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A475 NRC074 OFFICIAL EXHIBIT - NRC074-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Stephane Multon, et. al., Publicly 09/24/2019 "Flexural Strength of Beams Affected by Available ADMITTED on ASR," 12th International Conference on 09/24/2019 Alkali-Aggregate Reaction, Beijing, China (2004).

ML19205A441 NRC075 OFFICIAL EXHIBIT - NRC075-00-BD01 - Publicly IDENTIFIED on BD01 Dean J., Deschenes, et. al., "ASR/DEF- Available 09/24/2019 Damaged Bent Caps: Shear Tests and ADMITTED on Field Implications," Technical Report No. 09/24/2019 12-8XXIA006 summarizing work conducted for the Texas Department of Transportation . . . (August 2009).

ML19205A476 NRC076 OFFICIAL EXHIBIT - NRC076-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Canadian Standards Publicly 09/24/2019 Association (CSA) A864-00, "Guide to the Available ADMITTED on Evaluation and Management of Concrete 09/24/2019 Structures Affected by Alkali-Aggregate Reaction" (Feb. 2000) (Reaffirmed 2005).

ML19205A477 NRC077 OFFICIAL EXHIBIT - NRC077-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Geoffrey E. Blight and Publicly 09/24/2019 Mark G. Alexander, "Alkali-Aggregate Available ADMITTED on Reaction and Structural Damage to 09/24/2019 Concrete - Engineering Assessment, Repair and Management," (CRC Press Taylor & Francis Group, 2011).

ML19205A442 NRC078 OFFICIAL EXHIBIT - NRC078-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Paul O. Freeman, NextEra, to Available 09/24/2019 NRC, "Seabrook Station Response to ADMITTED on Confirmatory Action Letter," (May 24, 09/24/2019 2012).

ML19205A445 NRC079 OFFICIAL EXHIBIT - NRC079-00-BD01 - Publicly IDENTIFIED on BD01 Enclosure 2 to SBK-L-12106, "The Available 09/24/2019 Evaluation, Impact of ASR on Concrete ADMITTED on Structures and Attachments," (May 2012) 09/24/2019 (Interim Structural Assessment).

ML19205A446 NRC080 OFFICIAL EXHIBIT - NRC080-00-BD01 - Publicly IDENTIFIED on BD01 Memorandum from John G. Lamb, NRC, Available 09/24/2019 to Meena Khanna, NRC, Forthcoming ADMITTED on Meeting with NextEra Energy Seabrook, 09/24/2019 LLC (NextEra) Regarding Seabrook Station Concrete Degradation (Mar. 23, 2012).

ML19205A447 NRC081 OFFICIAL EXHIBIT - NRC081-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Paul O. Freeman, NextEra, to Available 09/24/2019 NRC, "Seabrook Station Actions for ADMITTED on Resolution of Alkali Silica Reaction (ASR) 09/24/2019 Issues," (May 3, 2012).

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19205A448 NRC082 OFFICIAL EXHIBIT - NRC082-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Paul O. Freeman, NextEra, to Available 09/24/2019 NRC, "Seabrook Station Actions for ADMITTED on Resolution of Alkali Silica Reaction (ASR) 09/24/2019 Issues," (May 10, 2012).

ML19205A449 NRC083 OFFICIAL EXHIBIT - NRC083-00-BD01 - Publicly IDENTIFIED on BD01 Memorandum from William M. Dean, NRC, Available 09/24/2019 to R.W. Borchardt, NRC, "Request for ADMITTED on Deviation from the Reactor Oversight 09/24/2019 Process Action Matrix to Provide Increased Oversight of the ASR Issue at Seabrook," (Sept. 5, 2012).

ML19205A450 NRC084 OFFICIAL EXHIBIT - NRC084-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Darrell J. Roberts, NRC, to Available 09/24/2019 Kevin Walsh, NextEra, "Deviation from the ADMITTED on Reactor Oversight Process Action Matrix 09/24/2019 for Seabrook Station, Unit No. 1," (Sept.

12, 2012).

ML19205A451 NRC085 OFFICIAL EXHIBIT - NRC085-00-BD01 - Publicly IDENTIFIED on BD01 Letter from William M. Dean, NRC, Kevin Available 09/24/2019 Walsh, NextEra, "Closure of Confirmatory ADMITTED on Action Letter 1-12-002, Seabrook Station, 09/24/2019 Unit 1" (Oct. 9, 2013).

ML19205A452 NRC086 OFFICIAL EXHIBIT - NRC086-00-BD01 - Publicly IDENTIFIED on BD01 Letter from Darrell J. Roberts, NRC, to Available 09/24/2019 Kevin Walsh, NextEra, "Mid-cycle ADMITTED on Performance Review and Inspection Plan 09/24/2019 Seabrook Station, Unit 1 (Report 05000443/2013006)," (Sept. 3, 2013).

ML19205A443 NRC087 OFFICIAL EXHIBIT - NRC087-00-BD01 - Publicly IDENTIFIED on BD01 Email from Justin Poole, NRC, to Kenneth Available 09/24/2019 Browne, NextEra, "Audit Plan Regarding ADMITTED on Seabrook ASR License Amendment 09/24/2019 Review" (Jan. 13, 2017).

ML19205A444 NRC088 OFFICIAL EXHIBIT - NRC088-00-BD01 - Publicly IDENTIFIED on BD01 Regulatory Guide (RG) 1.29, Seismic Available 09/24/2019 Design Classification for Nuclear Power ADMITTED on Plants (July 2016). 09/24/2019 ML19205A478 NRC089 OFFICIAL EXHIBIT - NRC089-00-BD01 - Non- IDENTIFIED on BD01 NON-PUBLIC - Enclosure 1 to Original Publicly 09/24/2019 LAR, NextEra Energy Seabrook's Available ADMITTED on Evaluation of the Proposed Change 09/24/2019 Including Attachment 1 Markup of UFSAR Pages.

ADAMS Official Document Accession Exhibit ADAMS Document Title Exhibit Status Availability Number Number ML19263D360 NRC090 OFFICIAL EXHIBIT - NRC090-00-BD01 - Publicly IDENTIFIED on BD01 Staff Testimony in Response to Exhibit Available 09/24/2019 INT030. ADMITTED on 09/24/2019

UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION In the Matter of )

)

NEXTERA ENERGY SEABROOK, LLC ) Docket No. 50-443-LA-2 (Seabrook Station, Unit 1) )

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(License Amendment) )

CERTIFICATE OF SERVICE I hereby certify that copies of the foregoing ORDER (Adopting Transcript Corrections, Transcript Redactions, and Final Exhibit List) have been served upon the following persons by Electronic Information Exchange.

U.S. Nuclear Regulatory Commission U.S. Nuclear Regulatory Commission Office of Commission Appellate Adjudication Office of the Secretary of the Commission Mail Stop: O-16B33 Mail Stop: O-16B33 Washington, DC 20555-0001 Washington, DC 20555-0001 ocaamail@nrc.gov Hearing Docket hearingdocket@nrc.gov U.S. Nuclear Regulatory Commission Atomic Safety and Licensing Board Panel U.S. Nuclear Regulatory Commission Mail Stop: T-3F23 Office of the General Counsel Washington, DC 20555-0001 Mail Stop: O-14A44 Washington, DC 20555-0001 Ronald M. Spritzer, Chair Administrative Judge Anita Ghosh, Esq.

ronald.spritzer@nrc.gov anita.ghosh@nrc.gov Jeremy Wachutka, Esq.

Nicholas G. Trikouros jeremy.wachutka@nrc.gov Administrative Judge David E. Roth, Esq.

nicholas.trikouros@nrc.gov david.roth@nrc.gov Jennifer E. Scro, Esq.

Dr. Sekazi K. Mtingwa Jennifer.Scro@nrc.gov Administrative Judge sekazi.mtingwa@nrc.gov OGC Mail Center: Members of this office have Taylor Mayhall, Law Clerk received a copy of this filing by EIE service.

Taylor.Mayhall@nrc.gov Molly Mattison, Law Clerk Molly.Mattison@nrc.gov Ian R. Curry, Law Clerk Ian.curry@nrc.gov Stephanie Fishman, Law Clerk stephanie.fishman@nrc.gov

NEXTERA ENERGY SEABROOK, LLC (Seabrook Station Unit 1) - Docket No. 50-443-LA-2 ORDER (Adopting Transcript Corrections, Transcript Redactions, and Final Exhibit List)

NextEra Energy Seabrook, LLC C-10 Research & Education Foundation 801 Pennsylvania Avenue, N.W., #220 44 Merrimac Street Washington, DC 20004 Newburyport, Mass. 01950 Steven C. Hamrick, Esq. Natalie Hildt Treat steven.hamrick@fpl.com natalie@c-10.org NextEra Energy Seabrook, LLC Harmon, Curran, Spielberg, & Eisenberg, LLP Morgan, Lewis & Bockius LLP 1725 DeSales Street, NW, Suite 500 1111 Pennsylvania Avenue NW Washington, DC 20036 Washington, DC 20004 Diane Curran, Esq.

Paul M. Bessette, Esq. dcurran@harmoncurran.com paul.bessette@morganlewis.com Ryan K. Lighty, Esq.

ryan.lighty@morganlewis.com Grant Eskelsen, Esq.

grant.eskelsen@morganlewis.com

[Original signed by Clara Sola ]

Office of the Secretary of the Commission Dated at Rockville, Maryland, this 29th day of October 2019.

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