• Shopping Cart
    There are no items in your cart

AASHTO T 318 : 2015(R2019)

Current

Current

The latest, up-to-date edition.

METHOD OF TEST FOR WATER CONTENT OF FRESHLY MIXED CONCRETE USING MICROWAVE OVEN DRYING

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

01-01-2015

€77.17
Excluding VAT

1. SCOPE
2. REFERENCED DOCUMENTS
3. SUMMARY OF TEST METHOD
4. SIGNIFICANCE AND USE
5. APPARATUS
6. MATERIALS
7. HAZARDS
8. SAMPLING TEST SPECIMENS
9. PROCEDURE
10. CALCULATIONS
11. REPORT
12. PRECISION AND BIAS
APPENDIX (Nonmandatory)
A1. ADDITIONAL GUIDANCE TO THE USER

Includes the measurement of total water content of fresh concrete.

DevelopmentNote
Included in AASHTO HM. (10/2013)
DocumentType
Test Method
Pages
6
PublisherName
American Association of State Highway and Transportation Officials
Status
Current
Supersedes

ACI ITG-8R : 2010 REPORT ON PERFORMANCE-BASED REQUIREMENTS FOR CONCRETE
CSA A23.1 A23.2 : 2014 CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION/TEST METHODS AND STANDARD PRACTICES FOR CONCRETE

AASHTO T 84 : 2013 METHOD OF TEST FOR SPECIFIC GRAVITY AND ABSORPTION OF FINE AGGREGATE
AASHTO T 255 : 2000 METHOD OF TEST FOR TOTAL EVAPORABLE MOISTURE CONTENT OF AGGREGATE BY DRYING
AASHTO M 231 : 1995 SPECIFICATION FOR WEIGHING DEVICES USED IN THE TESTING OF MATERIALS
AASHTO T 121M/T 121 : 2016 METHOD OF TEST FOR DENSITY (UNIT WEIGHT), YIELD, AND AIR CONTENT (GRAVIMETRIC) OF CONCRETE
AASHTO T 85 : 2014 STANDARD METHOD OF TEST FOR SPECIFIC GRAVITY AND ABSORPTION OF COARSE AGGREGATE
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

Access your standards online with a subscription

Features

  • Simple online access to standards, technical information and regulations.

  • Critical updates of standards and customisable alerts and notifications.

  • Multi-user online standards collection: secure, flexible and cost effective.