AASHTO T 276 : 2015
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
METHOD OF TEST FOR MEASURING EARLY-AGE COMPRESSION STRENGTH AND PROJECTING LATER-AGE STRENGTH
Hardcopy , PDF
28-12-2022
English
01-01-2015
Important note : Users cannot be edited or removed once added to your Multi user PDF.
1. SCOPE
2. REFERENCED DOCUMENTS
3. TERMINOLOGY
4. SUMMARY OF TEST METHOD
5. SIGNIFICANCE AND USE
6. APPARATUS
7. SAMPLING
8. PROCEDURE FOR EARLY-AGE AND PROJECTED STRENGTHS
9. PROCEDURE FOR DEVELOPING PREDICTION EQUATION
10. INTERPRETATION OF RESULTS
11. REPORT
12. PRECISION AND BIAS
13. KEYWORDS
APPENDIX (Nonmandatory Information)
X1. EXAMPLE OF USE
Includes a procedure for making and curing concrete specimens and for testing them at an early age.
| DevelopmentNote |
Included in AASHTO HM. (10/2013)
|
| DocumentType |
Standard
|
| Pages |
11
|
| PublisherName |
American Association of State Highway and Transportation Officials
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
| AASHTO T 325 : 2004(R2016) | METHOD OF TEST FOR ESTIMATING THE STRENGTH OF CONCRETE IN TRANSPORTATION CONSTRUCTION BY MATURITY TESTS |
| AASHTO T 231 : 2013 | PRACTICE FOR CAPPING CYLINDRICAL CONCRETE SPECIMENS |
| ASTM C 617/C617M : 2015 : REDLINE | Standard Practice for Capping Cylindrical Concrete Specimens |
| AASHTO M 205M/M 205 : 1900 | SPECIFICATION FOR MOLDS FOR FORMING CONCRETE TEST CYLINDERS VERTICALLY |
| ASTM C 1231/C1231M : 2015 : REDLINE | Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Cylindrical Concrete Specimens |
| AASHTO T 23 : 2014 | METHOD OF TEST FOR MAKING AND CURING CONCRETE TEST SPECIMENS IN THE FIELD |
| AASHTO R 60 : 2012(R2016) | PRACTICE FOR SAMPLING FRESHLY MIXED CONCRETE |
| ASTM C 670 : 2015 : REDLINE | Standard Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials |
| AASHTO T 22 : 2014 | METHOD OF TEST FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS |
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