ACI 207.3 : 1979(R1985)
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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PRACTICES FOR EVALUATION OF CONCRETE IN EXISTING MASSIVE STRUCTURES FOR SERVICE CONDITIONS
23-07-2013
12-01-2013
Chapter 1 Introduction
1.1 Scope
1.2 Objective
1.3 Report
Chapter 2 Review of preconstruction data, construction,
operation and maintenance records
2.1 Preconstruction evaluation
2.2 Design criteria
2.3 Concrete laboratory records
2.4 Batch plant and field inspection records
2.5 Operation and maintenance records
Chapter 3 Review of in-service inspections
3.1 General
3.2 Routine inspections
3.3 Periodic inspections
3.4 Inspection reports and records
Chapter 4 Condition surveys
4.1 Cracking surveys
4.2 Surface mapping
4.3 Core drilling and testing
4.4 Prototype seismic load tests
4.5 In-situ stress determinations
4.6 Supplemental instrumentation
4.7 Geophysical logging
4.8 Down hole TV camera
4.9 Seepage
4.10 Surface damage
4.11 Joint survey
Chapter 5 Nondestructive testing
5.1 Scope
5.2 Surveying techniques
Chapter 6 Identification of destructive phenomena
6.1 Petrographic analysis
6.2 Chemical analysis
6.3 Physical tests
6.4 Report
Chapter 7 Evaluation and recommendations
7.1 Origin of distress
7.2 Repair and rehabilitation
Chapter 8 Report
8.1 General
8.2 Contents of report
8.3 Evaluation of concrete in structures
Chapter 9 References
9.1 Recommended references
9.2 Cited references
Current methods available for evaluating physical properties of concrete in existing structures to determine its capability of performing satisfactorily under service conditions are identified and discussed. Although general knowledge of the structural design criteria used for the principal structures of a project is essential to determine satisfactory procedures and locations for evaluation of the concrete physical properties, analysis for the purpose of determining structural capability is not within the scope of this report. The report recommends project design, operation and maintenance records and in-service inspection data to be reviewed.
Committee |
207
|
DocumentType |
Standard
|
PublisherName |
American Concrete Institute
|
Status |
Superseded
|
SupersededBy |
ACI 210 : 1987(R1993) | EROSION OF CONCRETE IN HYDRAULIC STRUCTURES |
ACI 207.2 : 1990 | EFFECT OF RESTRAINT, VOLUME CHANGE, AND REINFORCEMENT ON CRACKING OF MASSIVE CONCRETE |
ASTM C 823 : 2000 | Standard Practice for Examination and Sampling of Hardened Concrete in Constructions |
ACI 504R : 90(R1997) | GUIDE TO SEALING JOINTS IN CONCRETE STRUCTURES |
ACI 201.2 : 1992(R1997) | GUIDE TO DURABLE CONCRETE |
ASTM C 597 : 2016 : REDLINE | Standard Test Method for Pulse Velocity Through Concrete |
ASTM C 671 : 1994 | Standard Test Method for Critical Dilation of Concrete Specimens Subjected to Freezing (Withdrawn 2003) |
ACI 224.1R : 2007 | CAUSES, EVALUATION, AND REPAIR OF CRACKS IN CONCRETE STRUCTURES |
ASTM C 215 : 2014 : REDLINE | Standard Test Method for Fundamental Transverse, Longitudinal, and<brk/> Torsional Resonant Frequencies of Concrete Specimens |
ACI PRC-201.1 : 2008 | GUIDE FOR CONDUCTING A VISUAL INSPECTION OF CONCRETE IN SERVICE |
ASTM C 805 : 2002 | Standard Test Method for Rebound Number of Hardened Concrete |
ACI 224R : 2001 | CONTROL OF CRACKING OF CONCRETE STRUCTURES |
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