Results 1 - 10 of 15
... mixes composed entirely of Class A and/or Class B aggregates are not required to be tested for CAA
(Coarse Aggregate Angularity).
Note #5
When the required sampling rate is one test ...
Date:
April
05, 2010
... the nearest 0.1 gram and record on work sheet under "Pan & Sample
After Washing".
Note 5: Do not sieve hot samples. Hot aggregate will distort the mesh of the finer
sieves.
...
Date:
June
10, 2024
... mixes composed entirely of Class A and/or Class B aggregates are not required to be tested for CAA
(Coarse Aggregate Angularity).
Note #5
When the required sampling rate is one test ...
Date:
April
26, 2011
... mixes composed entirely of Class A and/or Class B aggregates are not required to be tested for CAA (Coarse Aggregate
Angularity).
NOTE #5.
When the required sampling rate is one test ...
Date:
April
02, 2009
... mixes composed entirely of Class A and/or Class B aggregates are not required to be tested for CAA (Coarse Aggregate
Angularity).
NOTE #5. When the required sampling rate is one test ...
Date:
September
04, 2007
... mixes composed entirely of Class A and/or Class B aggregates are not required to be tested for CAA (Coarse
Aggregate Angularity).
NOTE #5. When the required sampling rate is one test ...
Date:
April
04, 2006
... that they survive handling and treatment like
regular aggregates, but will break apart on wetting and/or ...
B6) Class A –
When pavement applications require higher quality rock
...
Date:
October
10, 2012
... and capable of
maintaining a temperature of 110 ± 5 °C (230 ± 9 °F).
C. Hot plate - For heating hammers.
D. Thermometers - For aggregates, asphalt, and asphalt mixtures.
E. Balance - A balance conforming to the requirements of AASHTO M
231 (Class G2) with a minimum capacity of 5000g, a ...
Date:
October
20, 2002
... 2101.1.
B.
Dry the sample at 110 ± 5 °C (230 ± 9 °F) to a constant weight, the sample ...
Do not sieve hot samples. Hot aggregate will distort the mesh of the finer
sieves.
...
Date:
October
11, 2011
... where the nominal maximum size of the coarse
aggregate is less than16.0mm (5/8”) a 1500 ± 5g sample shall
be prepared ... 3: The mean loss of the Brechin control aggregate in a multi-laboratory study
of the micro-Deval test is 16.9%. Individual test ...
LAB MANUAL
1216.9
SAMPLE WORK SHEET
1216.9
Date:
October
20, 2002