{"id":363197,"date":"2024-10-20T01:44:13","date_gmt":"2024-10-20T01:44:13","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-bpvc-iii-2-2007\/"},"modified":"2024-10-26T02:43:59","modified_gmt":"2024-10-26T02:43:59","slug":"asme-bpvc-iii-2-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-bpvc-iii-2-2007\/","title":{"rendered":"ASME BPVC III 2 2007"},"content":{"rendered":"

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PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nLIST OF BPV SECTIONS <\/td>\n<\/tr>\n
6<\/td>\nCONTENTS <\/td>\n<\/tr>\n
7<\/td>\nARTICLE CC- 2000 FIGURES
ARTICLE CC- 2000 TABLES <\/td>\n<\/tr>\n
9<\/td>\nARTICLE CC- 3000 FIGURES
ARTICLE CC- 3000 TABLES <\/td>\n<\/tr>\n
10<\/td>\nARTICLE CC- 4000 FIGURES
ARTICLE CC- 4000 TABLES <\/td>\n<\/tr>\n
11<\/td>\nMANDATORY APPENDICES <\/td>\n<\/tr>\n
12<\/td>\nNONMANDATORY APPENDICES <\/td>\n<\/tr>\n
14<\/td>\nFOREWORD <\/td>\n<\/tr>\n
16<\/td>\nSTATEMENTS OF POLICY <\/td>\n<\/tr>\n
18<\/td>\nPERSONNEL <\/td>\n<\/tr>\n
30<\/td>\nTHE AMERICAN CONCRETE INSTITUTE <\/td>\n<\/tr>\n
32<\/td>\nINTRODUCTION TO SECTION III, DIVISION 2 <\/td>\n<\/tr>\n
34<\/td>\nORGANIZATION OF SECTION III
1 GENERAL
2 SUBSECTIONS
3 ARTICLES
4 SUBARTICLES
5 SUBSUBARTICLES
6 PARAGRAPHS
7 SUBPARAGRAPHS <\/td>\n<\/tr>\n
35<\/td>\n8 SUBSUBPARAGRAPHS
9 REFERENCES <\/td>\n<\/tr>\n
36<\/td>\nSUMMARY OF CHANGES <\/td>\n<\/tr>\n
37<\/td>\nLIST OF CHANGES IN BC ORDER <\/td>\n<\/tr>\n
38<\/td>\nARTICLE CC- 1000 INTRODUCTION
CC- 1100 SCOPE AND GENERAL REQUIREMENTS
CC- 1110 SCOPE
CC- 1120 GENERAL REQUIREMENTS
CC- 1130 RULES FOR CONCRETE CONTAINMENTS
CC- 1140 BOUNDARIES OF JURISDICTION <\/td>\n<\/tr>\n
39<\/td>\nARTICLE CC- 2000 MATERIAL
CC- 2100 GENERAL REQUIREMENTS FOR MATERIAL
CC- 2110 SCOPE
CC- 2120 PRESSURE RETAINING AND LOAD BEARING MATERIAL <\/td>\n<\/tr>\n
40<\/td>\nCC- 2130 CERTIFICATION OF MATERIAL <\/td>\n<\/tr>\n
41<\/td>\nCC- 2140 DETERIORATION OF MATERIAL AND COATINGS DURING SERVICE
CC- 2150 HEAT TREATMENT TO ENHANCE MECHANICAL PROPERTIES OF METALLIC MATERIAL
CC- 2160 DIMENSIONAL STANDARDS
CC- 2200 CONCRETE AND CONCRETE CONSTITUENTS
CC- 2210 INTRODUCTION <\/td>\n<\/tr>\n
42<\/td>\nCC- 2220 CONCRETE CONSTITUENTS
CC-2160-1 DIMENSIONAL STANDARDS <\/td>\n<\/tr>\n
44<\/td>\nCC- 2230 CONCRETE MIX DESIGN
CC-2231-1 CONCRETE PROPERTIES <\/td>\n<\/tr>\n
45<\/td>\nCC-2231-2 CONCRETE AIR CONTENT FOR VARIOUS SIZES OF COARSE AGGREGATES <\/td>\n<\/tr>\n
46<\/td>\nCC-2231.7.3-1 REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE-CONTAINING SOLUTIONS
CC-2233.1.2-1 MODIFICATION FACTOR FOR STANDARD DEVIATION WHEN LESS THAN 30 TESTS ARE AVAILABLE
CC-2233.2.2-1 REQUIRED AVERAGE COMPRESSIVE STRENGTH WHEN DATA ARE NOT AVAILABLE TO ESTABLISH A STANDARD DEVIATION <\/td>\n<\/tr>\n
47<\/td>\nCC- 2240 CEMENT GROUT <\/td>\n<\/tr>\n
49<\/td>\nCC- 2250 MARKING AND IDENTIFICATION OF CONCRETE CONSTITUENTS CC- 2251 Cement
CC- 2300 MATERIAL FOR REINFORCING SYSTEMS
CC- 2310 INTRODUCTION
CC- 2320 MATERIAL IDENTIFICATION
CC- 2330 SPECIAL MATERIAL TESTING <\/td>\n<\/tr>\n
50<\/td>\nCC- 2400 MATERIAL FOR PRESTRESSING SYSTEMS
CC- 2410 INTRODUCTION
CC- 2420 PRESTRESSING STEEL
CC- 2430 ANCHORAGE COMPONENTS <\/td>\n<\/tr>\n
51<\/td>\nCC- 2440 NONLOAD- CARRYING AND ACCESSORY MATERIALS <\/td>\n<\/tr>\n
52<\/td>\nCC- 2450 PERFORMANCE REQUIREMENTS
CC- 2460 PERFORMANCE TESTS <\/td>\n<\/tr>\n
53<\/td>\nCC-2442-1 ANALYSIS LIMITS OF PERMANENT COATING MATERIAL FOR CRV PRESTRESSING <\/td>\n<\/tr>\n
54<\/td>\nCC- 2470 MARKING AND IDENTIFICATION OF PRESTRESSING MATERIAL
CC- 2500 MATERIAL FOR LINERS
CC- 2510 PERMITTED MATERIAL SPECIFICATIONS
CC-2462-1 MANUFACTURER\u2019S RECORD OF TENDON PERFORMANCE QUALIFICATION TESTS <\/td>\n<\/tr>\n
55<\/td>\nCC-2465-1 RECORD OF MECHANICAL TEST RESULTS OBTAINED FROM TENDON PERFORMANCE QUALIFICATION TESTS <\/td>\n<\/tr>\n
56<\/td>\nCC- 2520 FRACTURE TOUGHNESS REQUIREMENTS FOR MATERIALS
CC-2521.1-1 EXEMPTIONS FROM IMPACT TESTING UNDER CC-2521.1(h) <\/td>\n<\/tr>\n
57<\/td>\nCC-2521.1-1 DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE <\/td>\n<\/tr>\n
58<\/td>\nCC-2521.1-1M DETERMINATION OF PERMISSIBLE LOWEST SERVICE METAL TEMPERATURE <\/td>\n<\/tr>\n
59<\/td>\nCC-2524.2-1 REQUIRED Cv LATERAL EXPANSION VALUES FOR LINER MATERIAL OTHER THAN BOLTING <\/td>\n<\/tr>\n
60<\/td>\nCC-2524.2-2 REQUIRED Cv ENERGY VALUES FOR LINER MATERIAL OTHER THAN BOLTING
CC-2524.3(a)-1 REQUIRED Cv VALUES FOR BOLTING MATERIAL TESTED IN ACCORDANCE WITH CC-2524.3(a)
CC-2524.3(b)-1 REQUIRED Cv VALUES FOR BOLTING MATERIAL TESTED IN ACCORDANCE WITH CC-2524.3(b) AND CC-2524.4 <\/td>\n<\/tr>\n
61<\/td>\nCC-2524.4-1 REQUIRED Cv ENERGY VALUES FOR LINER MATERIAL FOR THE OVERPRESSURE TEST <\/td>\n<\/tr>\n
62<\/td>\nCC- 2530 EXAMINATION AND REPAIR OF LINER MATERIAL <\/td>\n<\/tr>\n
67<\/td>\nCC- 2540 MATERIAL IDENTIFICATION
CC- 2600 WELDING MATERIAL
CC- 2610 WELDING MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
69<\/td>\nCC-2613.1-1 SAMPLING OF WELDING MATERIALS FOR CHEMICAL ANALYSIS <\/td>\n<\/tr>\n
70<\/td>\nCC- 2620 STUD WELDING MATERIAL
CC-2613.2-1 WELDING MATERIAL CHEMICAL ANALYSIS <\/td>\n<\/tr>\n
71<\/td>\nCC-2613.3.1-1 DELTA FERRITE CONTENT <\/td>\n<\/tr>\n
72<\/td>\nCC-2620-1 DIMENSIONS AND TOLERANCES OF STANDARD STUDS <\/td>\n<\/tr>\n
73<\/td>\nCC-2620-2 TYPICAL TENSILE TEST FIXTURE <\/td>\n<\/tr>\n
74<\/td>\nCC-2620-3 BEND TESTING DEVICE
CC-2620-4 TYPICAL DEVICE FOR BEND TESTING OF SMALL STUDS <\/td>\n<\/tr>\n
75<\/td>\nCC- 2630 IDENTIFICATION OF WELDING MATERIAL
CC- 2700 MATERIAL FOR EMBEDMENT ANCHORS
CC- 2710 INTRODUCTION
CC- 2720 FRACTURE TOUGHNESS REQUIREMENTS FOR EMBEDMENT ANCHOR MATERIALS
CC- 2730 EXAMINATION AND REPAIR OF EMBEDMENT ANCHOR MATERIAL
CC-2623.2-1 STRENGTH REQUIREMENTS FOR STUDS <\/td>\n<\/tr>\n
76<\/td>\nCC- 2740 MARKING OF EMBEDMENT ANCHOR MATERIAL
CC- 2800 MATERIAL MANUFACTURER’S QUALITY SYSTEM PROGRAMS
CC- 2810 DOCUMENTATION AND MAINTENANCE OF QUALITY SYSTEM PROGRAMS <\/td>\n<\/tr>\n
77<\/td>\nARTICLE CC- 3000 DESIGN
CC- 3100 GENERAL DESIGN
CC- 3110 CONCRETE CONTAINMENT
CC- 3120 METALLIC LINER
CC- 3130 DEFINITION OF TERMS <\/td>\n<\/tr>\n
78<\/td>\nCC- 3140 TOLERANCES
CC- 3200 LOAD CRITERIA
CC- 3210 GENERAL
CC- 3220 LOAD CATEGORIES <\/td>\n<\/tr>\n
79<\/td>\nCC-3136.6-1 CLASSIFICATION OF FORCES IN CONCRETE CONTAINMENTS FOR STEEL REINFORCING AND CONCRETE ALLOWABLE STRESSES <\/td>\n<\/tr>\n
80<\/td>\nCC- 3230 LOAD COMBINATIONS
CC- 3240 LOAD DEFINITIONS
CC- 3300 CONTAINMENT DESIGN ANALYSIS PROCEDURES
CC- 3310 GENERAL <\/td>\n<\/tr>\n
81<\/td>\nCC- 3320 SHELLS
CC-3230-1 LOAD COMBINATIONS AND LOAD FACTORS <\/td>\n<\/tr>\n
82<\/td>\nCC- 3330 BASE MAT, FRAMES, BOX- TYPE STRUCTURES, AND ASSEMBLIES OF SLABS
CC- 3340 PENETRATIONS AND OPENINGS
CC- 3400 CONCRETE CONTAINMENT STRUCTURE DESIGN ALLOWABLES
CC- 3410 GENERAL
CC- 3420 ALLOWABLE STRESS FOR FACTORED LOADS <\/td>\n<\/tr>\n
83<\/td>\nCC-3421-1 ALLOWABLE COMPRESSION STRESSES FOR FACTORED LOADS <\/td>\n<\/tr>\n
88<\/td>\nCC- 3430 ALLOWABLE STRESSES FOR SERVICE LOADS
CC-3431-1 ALLOWABLE COMPRESSION STRESSES FOR SERVICE LOADS <\/td>\n<\/tr>\n
89<\/td>\nCC- 3440 CONCRETE TEMPERATURES <\/td>\n<\/tr>\n
90<\/td>\nCC- 3500 CONTAINMENT DESIGN DETAILS
CC- 3510 DESIGN FOR FLEXURE AND AXIAL LOADS
CC- 3520 DESIGN OF SHEAR REINFORCEMENT <\/td>\n<\/tr>\n
92<\/td>\nCC- 3530 REINFORCING STEEL REQUIREMENTS <\/td>\n<\/tr>\n
96<\/td>\nCC- 3540 PRESTRESSED CONCRETE <\/td>\n<\/tr>\n
97<\/td>\nCC- 3550 SEPARATION OF STRUCTURES
CC- 3560 FOUNDATION REQUIREMENTS
CC- 3570 CONTAINMENT EXTERNAL ANCHORS
CC- 3600 LINER DESIGN ANALYSIS PROCEDURES
CC- 3610 GENERAL <\/td>\n<\/tr>\n
98<\/td>\nCC- 3620 LINER
CC- 3630 LINER ANCHORS
CC- 3640 PENETRATION ASSEMBLIES
CC- 3650 BRACKETS AND ATTACHMENTS
CC- 3700 LINER DESIGN
CC- 3710 GENERAL
CC- 3720 LINER
CC- 3730 LINER ANCHORS
CC- 3740 PENETRATION ASSEMBLIES
CC-3720-1 LINER PLATE ALLOWABLES <\/td>\n<\/tr>\n
99<\/td>\nCC- 3750 BRACKETS AND ATTACHMENTS
CC- 3760 FATIGUE
CC- 3800 LINER DESIGN DETAILS
CC- 3810 LINER ANCHORS
CC-3730-1 LINER ANCHOR ALLOWABLES <\/td>\n<\/tr>\n
100<\/td>\nCC- 3820 PENETRATION LINERS
CC- 3830 TRANSITIONS FROM CONCRETE TO STEEL
CC- 3840 WELDED CONSTRUCTION <\/td>\n<\/tr>\n
101<\/td>\nCC-3831-1 ILLUSTRATION OF WELDED JOINT LOCATIONS TYPICAL OF ALL CATEGORIES <\/td>\n<\/tr>\n
102<\/td>\nCC- 3900 DESIGN CRITERIA FOR IMPULSE LOADINGS AND MISSILE IMPACT
CC- 3910 GENERAL
CC- 3920 DESIGN ALLOWABLES
CC-3840-1 TAPERED TRANSITION SECTIONS <\/td>\n<\/tr>\n
103<\/td>\nCC- 3930 DESIGN ASSUMPTIONS <\/td>\n<\/tr>\n
104<\/td>\nARTICLE CC- 4000 FABRICATION AND CONSTRUCTION
CC- 4100 GENERAL REQUIREMENTS
CC- 4110 INTRODUCTION
CC- 4120 CERTIFICATION OF MATERIAL AND FABRICATION OR CONSTRUCTION BY COMPONENT FABRICATOR OR CONSTRUCTOR <\/td>\n<\/tr>\n
105<\/td>\nCC- 4200 CONCRETE
CC- 4210 GENERAL
CC- 4220 STORING, BATCHING, MIXING, AND PLACING <\/td>\n<\/tr>\n
106<\/td>\nCC- 4230 PREPLACED AGGREGATE CONCRETE
CC- 4240 CURING
CC- 4250 FORMWORK AND CONSTRUCTION JOINTS <\/td>\n<\/tr>\n
107<\/td>\nCC- 4260 COLD AND HOT WEATHER CONDITIONS
CC- 4270 REPAIRS TO CONCRETE
CC- 4280 CEMENT GROUT FOR GROUTED TENDON SYSTEMS <\/td>\n<\/tr>\n
108<\/td>\nCC- 4300 FABRICATION OF REINFORCING SYSTEMS
CC- 4310 GENERAL
CC- 4320 BENDING OF REINFORCING BAR
CC-4323-1 ALLOWABLE BEND CONFIGURATION
CC-4322-1 MINIMUM DIAMETER OF BEND <\/td>\n<\/tr>\n
109<\/td>\nCC- 4330 SPLICING OF REINFORCING BARS <\/td>\n<\/tr>\n
112<\/td>\nCC- 4340 PLACING REINFORCEMENT
CC- 4350 SPACING OF REINFORCEMENT
CC-4333-1 TENSILE REQUIREMENTS FOR MECHANICAL REINFORCING BAR SPLICES AND WELDED JOINTS <\/td>\n<\/tr>\n
113<\/td>\nCC- 4360 SURFACE CONDITION
CC- 4400 FABRICATION AND INSTALLATION OF PRESTRESSING SYSTEMS
CC- 4410 GENERAL
CC- 4420 RECEIVING, STORING, AND HANDLING OF MATERIAL
CC- 4430 TENDON FABRICATION
CC- 4440 TENDON IDENTIFICATION <\/td>\n<\/tr>\n
114<\/td>\nCC- 4450 TENDON INSTALLATION
CC- 4460 POST- TENSIONING
CC- 4470 PERMANENT CORROSION PROTECTION <\/td>\n<\/tr>\n
115<\/td>\nCC- 4500 FABRICATION OF LINERS
CC- 4510 GENERAL REQUIREMENTS
CC- 4520 FORMING, FITTING, AND ALIGNING <\/td>\n<\/tr>\n
117<\/td>\nCC- 4530 WELDING QUALIFICATIONS
CC-4523-1 MAXIMUM ALLOWABLE OFFSET IN FINAL WELDED JOINTS <\/td>\n<\/tr>\n
121<\/td>\nCC- 4540 RULES GOVERNING MAKING, EXAMINING, AND REPAIRING WELDS
CC-4534-1 TYPICAL TORQUE TESTING DEVICE
CC-4534-1 REQUIRED TORQUE FOR TESTING STUDS <\/td>\n<\/tr>\n
123<\/td>\nCC-4542.2-1 TYPICAL CATEGORY D JOINTS FOR NOZZLE DIAMETERS OVER NPS 3 (DN 80) <\/td>\n<\/tr>\n
125<\/td>\nCC-4542.2-2 TYPICAL CATEGORY D JOINTS FOR NOZZLE DIAMETERS NPS 3 (DN 80) AND LESS <\/td>\n<\/tr>\n
127<\/td>\nCC-4542.2-3 TYPICAL CATEGORY E JOINTS <\/td>\n<\/tr>\n
128<\/td>\nCC-4542.2-4 TYPICAL CATEGORY F JOINTS
CC-4542.2-5 TYPICAL CATEGORY G JOINTS <\/td>\n<\/tr>\n
129<\/td>\nCC-4542.2-6 TYPICAL CATEGORY H JOINTS <\/td>\n<\/tr>\n
130<\/td>\nCC-4542.2-7 TYPICAL CATEGORY J JOINTS
CC-4542-1 MAXIMUM THICKNESSES PERMITTED <\/td>\n<\/tr>\n
131<\/td>\nCC-4542-1 FILLET AND SOCKET WELD DIMENSIONS <\/td>\n<\/tr>\n
133<\/td>\nCC-4543.6-1 WELD JOINT PRODUCING THROUGH-THICKNESS LOADING <\/td>\n<\/tr>\n
134<\/td>\nCC- 4550 HEAT TREATMENT
CC-4543.6-2 SPECIAL DEPOSITION TECHNIQUE FOR WELD JOINT PRODUCING THROUGH-THICKNESS LOADING (TYPICAL) <\/td>\n<\/tr>\n
135<\/td>\nCC-4552-1 MANDATORY REQUIREMENTS FOR POSTWELD HEAT TREATMENT (PWHT) OF WELDS <\/td>\n<\/tr>\n
136<\/td>\nCC-4552-2 EXEMPTIONS TO MANDATORY PWHT
CC-4552-3 ALTERNATIVE PWHT TEMPERATURES <\/td>\n<\/tr>\n
137<\/td>\nCC- 4560 PROTECTION OF ATTACHMENTS
CC- 4600 FABRICATION OF EMBEDMENT ANCHORS
CC- 4610 GENERAL REQUIREMENTS
CC- 4620 FORMING, FITTING, AND ALIGNING <\/td>\n<\/tr>\n
138<\/td>\nCC- 4630 WELDING QUALIFICATIONS <\/td>\n<\/tr>\n
139<\/td>\nCC- 4640 RULES GOVERNING MAKING, EXAMINING, AND REPAIRING WELDS <\/td>\n<\/tr>\n
140<\/td>\nCC- 4650 HEAT TREATMENT
CC- 4660 BOLTED CONSTRUCTION <\/td>\n<\/tr>\n
141<\/td>\nARTICLE CC- 5000 CONSTRUCTION TESTING AND EXAMINATION
CC- 5100 GENERAL REQUIREMENTS FOR EXAMINATION
CC- 5110 PROCEDURES, QUALIFICATION, AND EVALUATIONS
CC- 5120 QUALIFICATION AND CERTIFICATION OF NONDESTRUCTIVE EXAMINATION PERSONNEL <\/td>\n<\/tr>\n
142<\/td>\nCC- 5130 QUALIFICATION OF CONCRETE INSPECTION AND TESTING PERSONNEL <\/td>\n<\/tr>\n
143<\/td>\nCC- 5140 RECORDS
CC- 5200 CONCRETE EXAMINATION
CC- 5210 GENERAL
CC- 5220 CONCRETE CONSTITUENTS <\/td>\n<\/tr>\n
144<\/td>\nARTICLE CC- 5000 TABLE
CC-5200-1 MINIMUM TESTING FREQUENCIES FOR CONCRETE CONSTITUENTS AND CONCRETE <\/td>\n<\/tr>\n
146<\/td>\nCC- 5230 CONCRETE <\/td>\n<\/tr>\n
148<\/td>\nCC- 5240 CEMENT GROUT FOR GROUTED TENDON SYSTEMS
CC- 5300 EXAMINATION OF REINFORCING SYSTEMS
CC- 5310 GENERAL
CC- 5320 EXAMINATION OF MECHANICAL SPLICES <\/td>\n<\/tr>\n
149<\/td>\nCC- 5340 EXAMINATION OF BENDS
CC- 5400 EXAMINATION OF PRESTRESSING SYSTEMS
CC- 5410 GENERAL
CC- 5420 REQUIRED EXAMINATION <\/td>\n<\/tr>\n
150<\/td>\nCC- 5500 EXAMINATION OF WELDS
CC- 5510 GENERAL
CC- 5520 REQUIRED EXAMINATION OF WELDS <\/td>\n<\/tr>\n
151<\/td>\nCC- 5530 EXAMINATION PROCEDURES <\/td>\n<\/tr>\n
152<\/td>\nCC- 5540 ACCEPTANCE STANDARDS <\/td>\n<\/tr>\n
154<\/td>\nARTICLE CC- 6000 STRUCTURAL INTEGRITY TEST OF CONCRETE CONTAINMENTS
CC- 6100 GENERAL REQUIREMENTS
CC- 6110 INTRODUCTION
CC- 6120 TEST AND INSTRUMENT PLAN
CC- 6130 TESTING OF DIVISION 1 PARTS, APPURTENANCES, AND COMPONENTS
CC- 6140 PRETEST CONDITIONS
CC- 6150 CLASSIFICATION OF STRUCTURE <\/td>\n<\/tr>\n
155<\/td>\nCC- 6160 STRUCTURAL RESPONSE PREDICTIONS
CC- 6200 TEST PROCEDURE
CC- 6210 PRETEST EXAMINATION
CC- 6220 INSTRUMENTATION
CC- 6230 PRETEST OF INSTRUMENTATION <\/td>\n<\/tr>\n
156<\/td>\nCC- 6300 STRUCTURAL TEST REQUIREMENTS
CC- 6310 INTRODUCTION
CC- 6320 PRESSURIZATION
CC- 6330 TEMPERATURE
CC- 6340 DATA REQUIRED
CC- 6350 SURFACE CRACKING
CC- 6360 DISPLACEMENT MEASUREMENTS <\/td>\n<\/tr>\n
158<\/td>\nCC- 6370 STRAIN MEASUREMENTS
CC- 6380 TEMPERATURE MEASUREMENTS
CC- 6390 POST- TEST EXAMINATION
CC- 6400 EVALUATION OF TEST RESULTS
CC- 6410 ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
159<\/td>\nCC- 6420 SURFACE CRACKS
CC- 6430 RETEST
CC- 6440 STRAINS
CC- 6500 ANALYSIS OF DATA AND PREPARATION OF REPORT
CC- 6510 RESOLUTION OF TEST DATA
CC- 6520 PRESENTATION OF DATA
CC- 6530 MINIMUM REPORT REQUIREMENTS <\/td>\n<\/tr>\n
160<\/td>\nARTICLE CC- 7000 OVERPRESSURE PROTECTION <\/td>\n<\/tr>\n
161<\/td>\nARTICLE CC- 8000 NAMEPLATES, STAMPING, AND REPORTS
CC- 8100 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
162<\/td>\nI TABLES OF PRESTRESSING AND LINER MATERIAL <\/td>\n<\/tr>\n
167<\/td>\nII GLOSSARY OF TERMS AND NOMENCLATURE <\/td>\n<\/tr>\n
171<\/td>\nIII APPROVAL OF NEW MATERIAL <\/td>\n<\/tr>\n
173<\/td>\nIV ROUNDED INDICATIONS <\/td>\n<\/tr>\n
181<\/td>\nV QUALIFICATIONS OF CONCRETE INSPECTION PERSONNEL <\/td>\n<\/tr>\n
186<\/td>\nVI NONDESTRUCTIVE EXAMINATION METHODS <\/td>\n<\/tr>\n
188<\/td>\nVII SUBMITTAL OF TECHNICAL INQUIRIES TO THE BOILER AND PRESSURE VESSEL COMMITTEE <\/td>\n<\/tr>\n
190<\/td>\nVIII QUALIFICATIONS FOR ARC WELDING REINFORCING BARS <\/td>\n<\/tr>\n
200<\/td>\nA TYPICAL CRV LOAD COMBINATIONS ( OPTIONAL) <\/td>\n<\/tr>\n
201<\/td>\nB NONMANDATORY PREHEAT PROCEDURES <\/td>\n<\/tr>\n
202<\/td>\nC CERTIFICATION OF LEVELS I AND II CONCRETE INSPECTION PERSONNEL <\/td>\n<\/tr>\n
209<\/td>\nD LINER DIMENSIONAL TOLERANCES <\/td>\n<\/tr>\n
213<\/td>\nE CERTIFIED MATERIAL TEST REPORTS FOR LINER MATERIALS <\/td>\n<\/tr>\n
215<\/td>\nF REINFORCEMENT FABRICATION AND PLACING TOLERANCES <\/td>\n<\/tr>\n
221<\/td>\nG REFERENCE MATERIAL <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASME BPVC – III – 2 -2007 BPVC Section III, Rules for Construction of Nuclear Facility Components, Division 2, Code for Concrete Containments<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASME<\/b><\/a><\/td>\n2007<\/td>\n226<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":363202,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2643],"product_tag":[],"class_list":{"0":"post-363197","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asme","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/363197","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/363202"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=363197"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=363197"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=363197"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}