Information Notice 2011-20, NRC060 - NRC Information Notice 2011-20: Concrete Degradation by Alkali-Silica Reaction (Nov. 18, 2011): Difference between revisions

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{{Adams
#REDIRECT [[Information Notice 2011-20, Concrete Degradation by Alkali-Silica Reaction]]
| number = ML19205A432
| issue date = 07/24/2019
| title = NRC060 - NRC Information Notice 2011-20: Concrete Degradation by Alkali-Silica Reaction (Nov. 18, 2011)
| author name =
| author affiliation = NRC/OGC
| addressee name =
| addressee affiliation = NRC/ASLBP
| docket = 05000443
| license number =
| contact person = SECY RAS
| case reference number = 50-443 LA-2, ASLBP-17-953-02-LA-BD01, RAS 55108
| document type = Legal-Pre-Filed Exhibits
| page count = 8
}}
{{#Wiki_filter:UNITED STATES OF AMERICA
 
NUCLEAR REGULATORY COMMISSION
 
ATOMIC SAFETY AND LICENSING BOARD
 
In the Matter of
 
NEXTERA ENERGY SEABROOK, LLC
 
(Seabrook Station, Unit 1)
 
Docket No. 50-443-LA-2
 
ASLBP No. 17-953-02-LA-BD01
 
Hearing Exhibit
 
Exhibit Number: 
 
Exhibit Title: 
 
NRC060
NRC Information Notice 2011-20: Concrete Degradation by
 
Alkali-Silica Reaction (Nov. 18, 2011)
 
ML112241029 UNITED STATES
 
NUCLEAR REGULATORY COMMISSION
 
OFFICE OF NUCLEAR REACTOR REGULATION
 
OFFICE OF NUCLEAR MATERIAL SAFETY AND SAFEGUARDS
 
OFFICE OF NEW REACTORS
 
WASHINGTON, DC  20555-0001
 
November 18, 2011
 
NRC INFORMATION NOTICE 2011-20: 
CONCRETE DEGRADATION BY ALKALI-SILICA
 
REACTION
 
==ADDRESSEES==
All holders of an operating license or construction permit for a nuclear power reactor under
 
Title 10 of the Code of Federal Regulations (10 CFR) Part 50, Domestic Licensing of
 
Production and Utilization Facilities, except those who have permanently ceased operations
 
and have certified that fuel has been permanently removed from the reactor vessel.
 
All holders of or applicants for an early site permit, standard design certification, standard
 
design approval, manufacturing license, or combined license under 10 CFR Part 52, Licenses, Certifications, and Approvals for Nuclear Power Plants.
 
All holders of or applicants for a license for a fuel cycle facility issued pursuant to
 
10 CFR Part 70, Domestic Licensing of Special Nuclear Material.
 
All holders of and applicants for a gaseous diffusion plant certificate of compliance or an
 
approved compliance plan under 10 CFR Part 76, Certification of Gaseous Diffusion Plants.
 
All holders of and applicants for a specific source material license or for uranium recovery
 
operating license or construction permit under 10 CFR Part 40, Domestic Licensing of Source
 
Material.  Uranium recovery facilities include conventional mills, heap leach facilities, and in situ
 
recovery facilities.
 
All holders of and applicants for an independent spent fuel storage installation license under
 
10 CFR Part 72, Licensing Requirements for the Independent Storage of Spent Nuclear Fuel, High-Level Radioactive Waste, and Reactor-Related Greater Than Class C Waste.
 
==PURPOSE==
The U.S. Nuclear Regulatory Commission (NRC) is issuing this information notice (IN) to inform
 
addressees of the occurrence of alkali-silica reaction (ASR)-induced concrete degradation of a
 
seismic Category 1 structure at Seabrook Station.  The NRC expects that recipients will review
 
the information for applicability to their facilities and consider actions, as appropriate, to avoid
 
similar problems.  However, suggestions contained in this IN are not NRC requirements;
therefore, no specific action or written response is required.
 
==BACKGROUND==
ASR is one type of alkali-aggregate reaction that can degrade concrete structures.  ASR is a
 
slow chemical process in which alkalis, usually predominantly from the cement, react with
 
certain reactive types of silica (e.g., chert, quartzite, opal, and strained quartz crystals) in the
 
aggregate, when moisture is present.  This reaction produces an alkali-silica gel that can absorb
 
water and expand to cause micro-cracking of the concrete.  Excessive expansion of the gel can
 
lead to significant cracking which can change the mechanical properties of the concrete.  In
 
order for ASR to occur, three conditions must be present:  a sufficient amount of reactive silica
 
in the aggregate, adequate alkali content in the concrete, and sufficient moisture.
 
ASR can be identified as a likely cause of degradation during visual inspection by the unique
 
craze, map or patterned cracking and the presence of alkali-silica gel (see Figure 1 in the
 
enclosure).  However, ASR-induced degradation can only be confirmed by optical microscopy
 
performed as part of petrographic examination of concrete core samples.
 
To prevent ASR-induced concrete degradation, the American Society for Testing and Materials
 
(ASTM) has issued standards for testing concrete aggregate during construction to verify that
 
only non-reactive aggregates are present.  These standards include ASTM C227, Standard
 
Test Method for Potential Alkali Reactivity of Cement-Aggregate Combinations (Mortar-Bar
 
Method); ASTM C289, Standard Test Method for Potential Alkali-Silica Reactivity of
 
Aggregates (Chemical Method); ASTM C295, Standard Guide for Petrographic Examination of
 
Aggregates for Concrete; ASTM C1260, Standard Test Method for Potential Alkali Reactivity
 
of Aggregates (Mortar-Bar Method); ASTM C1293, Standard Test Method for Determination of
 
Length of Change of Concrete Due to Alkali-Silica Reaction; and ASTM C1567, Standard Test
 
Method for Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious
 
Materials and Aggregates (Accelerated Mortar-Bar Method).
 
ASR degrades the measured mechanical properties of the concrete at different rates.
 
Therefore, relationships between compressive strength and tensile or shear strength and
 
assumptions about modulus of elasticity that were used in the original design of affected
 
structures may no longer hold true if ASR-induced degradation is identified.
 
Technical information on ASR-induced concrete degradation appears in specialized literature, such as the U.S. Department of Transportation Federal Highway Administrations Report on the
 
Diagnosis, Prognosis, and Mitigation of Alkali-Silica Reaction in Transportation Structures, issued January 2010, and the American Concrete Institutes ACI 221.1R-98, Report on Alkali
 
Reactivity.
 
==DESCRIPTION OF CIRCUMSTANCES==
After observing concrete cracking patterns typical of ASR, in August 2010, the licensee for
 
Seabrook Station performed petrographic examinations and compressive strength and modulus
 
of elasticity testing of concrete core samples removed from below-grade portions of the control
 
building (a seismic Category I structure) that confirmed that ASR had caused the cracking.
 
These concrete core samples demonstrated a substantial reduction in compressive strength compared to test cylinders cast during construction and a modulus of elasticity substantially
 
lower than the expected value.  The licensee completed a prompt operability determination that
 
concluded margins to the code design limits remained such that the structural integrity of the
 
control building continued to be demonstrated.
 
The Seabrook Station final safety analysis report specifies concrete testing during construction
 
using ASTM C289 and ASTM C295, which were the accepted standards at the time of
 
construction.  However, ASR-induced degradation still occurred.
 
The licensee believes that the waterproof membrane was damaged during original installation or
 
backfill activities causing water intrusion that resulted in the ASR problems.  Water intrusion was
 
exacerbated by the fact that dewatering channels were abandoned.
 
Additional information appears in the licensees responses to requests for additional information
 
related to license renewal, dated December 17, 2010, April 14 and August 11, 2011 (Agencywide Documents Access and Management System (ADAMS) Accession Nos.
 
ML103540534, ML11108A131, and ML11227A023, respectively), and in NRC inspection reports
 
dated May 12 and May 23, 2011 (ADAMS Accession Nos. ML111330689 and ML111360432, respectively).
 
==DISCUSSION==
As noted above, ASTM has several standards for testing aggregates during construction to
 
verify that only non-reactive aggregates are present, thereby preventing future ASR-induced
 
degradation.  However, ASTM issued updated standards ASTM C1260 and ASTM C1293 and
 
provided guidance in the appendices of ASTM C289 and ASTM C1293 that cautions that the
 
tests described in ASTM C227 and ASTM C289 may not accurately predict aggregate reactivity
 
when dealing with late- or slow-expanding aggregates containing strained quartz or
 
microcrystalline quartz.  Therefore, licensees that tested using ASTM C227 and ASTM C289 could have concrete that is susceptible to ASR-induced degradation.  Beginning at initial
 
construction, licensees may implement measures to prevent ASR-inducted concrete
 
degradation such as selecting non-reactive materials, and controlling water infiltration by
 
protecting and preserving waterproof membranes, or adding and maintaining dewatering
 
channels.  Regardless of the measures taken during initial construction, visual inspections of
 
concrete can identify the unique map or patterned cracking and the presence of alkali-silica
 
gel in areas likely to experience ASR (i.e., concrete exposed to moisture).  Additional
 
information can be found in the American Concrete Institutes ACI 349.3R-02, Evaluation of
 
Existing Nuclear Safety-Related Concrete Structures.
 
In 10 CFR 50.65, Requirements for Monitoring the Effectiveness of Maintenance at Nuclear
 
Power Plants (the maintenance rule), the NRC requires that licensees monitor the performance
 
or condition of structures, systems, and components (SCCs) against licensee-established goals
 
in a manner sufficient to provide reasonable assurance that such SSCs are capable of fulfilling
 
their intended function.  The regulations in 10 CFR 50.65 require that these goals be
 
established commensurate with safety and, where practical, take into account industry-wide
 
operating experience.  In practice, for concrete structures, this usually translates into periodic
 
visual inspection; however, specific inspection criteria related to ASR are generally not included.
 
Section 1.5 of Regulatory Guide 1.160, Monitoring the Effectiveness of Maintenance at Nuclear Power Plants, explains that an acceptable structural monitoring program should evaluate the
 
results of periodic assessments to determine the extent and rate of any degradation of the
 
structures.
 
Once visual indications of ASR-induced concrete degradation have been identified, additional
 
actions to evaluate and monitor the condition, as recommended in the Federal Highway
 
Administration report (referenced above), may include confirming the presence of ASR through
 
microscopic examination of concrete cores; verifying the mechanical properties through testing
 
of concrete cores; and in situ monitoring of the concrete over time, such as crack mapping and
 
monitoring of concrete relative humidity.  Nuclear power plant licensees may consider these
 
actions to determine the remaining potential reactivity, and the rate of ASR progression.
 
Because safety-related structures and nonsafety-related structures whose failure could affect
 
safety-related structures are within the scope of the maintenance rule, licensees are required to
 
monitor the condition of the structures against licensee-established goals to provide reasonable
 
assurance that the structures are capable of fulfilling their intended functions.  If ASR-induced
 
degradation is identified in these structures, this condition monitoring would include determining
 
the extent and rate of the degradation.
 
The NRC staff is currently reviewing the license renewal application for Seabrook Station
 
submitted in accordance with 10 CFR 54, Requirements for Renewal of Operating Licenses for
 
Nuclear Power Plants.  The Seabrook Station is the first plant to address ASR-induced
 
concrete degradation as part of license renewal.  The licensee for Seabrook Station is
 
developing aging management programs that will include additional measures and actions to
 
manage the effects of aging from ASR-induced degradation during the period of extended
 
operation.  In support of its license renewal application, the licensee for Seabrook Station will
 
submit additional information that the NRC staff will review to ensure the licensee develops an
 
acceptable program to manage the effects of ASR.
 
==CONTACT==
This IN requires no specific action or written response.  Please direct any questions about this
 
matter to the technical contact listed below or to the appropriate Office of Nuclear Reactor
 
Regulation project manager.
 
/RA by DWeaver for/ 
 
/RA/
 
Vonna Ordaz, Director
 
Timothy J. McGinty, Director
 
Division of Spent Fuel Storage
 
Division of Policy and Rulemaking
 
and Transportation
 
Office of Nuclear Reactor Regulation
 
Office of Nuclear Material Safety
 
and Safeguards
 
/RA by JTappert for/
 
Laura A. Dudes, Director
 
Division of Construction Inspection
 
and Operational Programs
 
Office of New Reactors
 
===Technical Contact:===
Bryce C. Lehman, NRR
 
301-415-1626 E-mail:  Bryce.Lehman@nrc.gov
 
Enclosure:
Photograph of Concrete Degradation
 
Note:  NRC generic communications may be found on the NRC public Web site, http://www.nrc.gov, under NRC Library/Document Collections.
 
ML112241029 OFFICE
 
NRR/DLR/RASB
 
Tech Editor*
BC:NRR/DLR/RASB D: NRR/DLR
 
BC:NRO/DE/SEB1 NAME
 
BLehman
 
KAzariah-Kribbs
 
RAuluck
 
BHolian
 
BThomas
 
DATE
 
09/12/2011
09/29/2011 email
 
09/13/2011
09/22/2011
09/26/2011 email
 
OFFICE
 
BC: NRR/DE/EMCB LA: NRR/PGCB
 
PM:NRR/PGCB
 
BC:NRR/PGCB
 
NAME
 
MKhanna
 
CHawes
 
DBeaulieu
 
SRosenberg
 
DATE
 
09/12/2011 email
 
10/03/2011
09/29/2011
10/17/2011
 
OFFICE
 
D:NRO/DCIP
 
D:DSFST:NMSS
 
D:NRR/DPR
 
NAME
 
LDudes JTappert for V Ordaz
 
TMcGinty
 
OFFICE
 
10/21/2011
11/18/11
10/24/11
 
IN 2011-20 Photograph of Concrete Degradation
 
Figure 1  Patterned cracking indicative of ASR-induced degradation
 
(generic example-NOT from nuclear industry)}}
 
{{Information notice-Nav}}

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