ASPHALTIC MATERIALS
DOTD Designation: S 201-99
I. General
B. Safety Precautions
II. Sampling Liquid
Materials (Asphalt Cement, Cutback, Emulsion, etc.)
2. Place the sample into the appropriate sampling container. Securely attach an unsoiled, completed sample identification form in an envelope to the container.
3. Forward the sample to the Materials and Testing Section for complete analysis.
4. The
Materials and Testing Section, upon completion of
testing, will advise the refinery and send copies
of test results to each District Laboratory
Engineer.
B. Transport
2. Obtain samples by either Method 1 or Method 2.
b. Method 2 -- Obtain samples from a stop-valve which is tapped into a steel nipple. Make certain this nipple is attached permanently at the point of delivery to the unloading line which transfers the asphalt from the transport to the storage tank.
c. When transport trucks arrive with inoperable spigots, and there are no means for obtaining a sample by Method 2, request for the transport driver to obtain (under observation of Department personnel) samples for purposes of acceptance testing. If the transport arrives in the field, without spigot facilities or should the truck driver be unwilling to obtain the sample, and there are no facilities for obtaining a sample by Method 2, direct the transport to be returned unemptied.
3. Take
the samples by either method between the time
when approximately 3/4 to 1/4 of the load remains
in the transport.
4.
Allow approximately 1/2 gal of material to pass
through either the spigot or the stop-valve prior
to obtaining the samples.
5.
Fill the appropriate sample containers with
sample obtained by either method.
6. Place the sample into the appropriate sampling container. Securely attach an unsoiled, completed sample identification form in an envelope to the container.
7.
Forward the samples to the District Laboratory
for testing.
C. Tank Car
2. Obtain samples by lowering a suitable container fitted with a stopper or cover into the material. After the container has been lowered to the desired depth, remove the stopper or cover by means of an attached string, wire or rod. Refer to the figure shown in AASHTO T 40, for examples of satisfactory types of sampling devices. Take the sample at least 1 ft below the surface of the material.
3. Two 1 qt samples from each tank car will be sufficient unless there is some question as to the uniformity of the material. If the uniformity is questionable, take two top and two bottom samples. Sample the material in the tank car before it is discharged into the storage tank.
4. If the tank car is equipped with a spigot (mounted on the side or the end bulkhead in the lower half of the tank with the inlet projecting at least 1 ft into the tank from the shell) from which the asphalt can be obtained, obtain the samples from the spigot after approximately 1/2 gal of material has been allowed to pass through it.
5. Place
the sample into the appropriate sampling
container. Securely attach an unsoiled, completed
sample identification form in an envelope to the
container.
6.
Forward the samples to the District Laboratory
for testing.
D. Hot Mix Plant Storage Tank
E. Drums and Containers
III. Sampling
Semisolid or Solid Materials in Drums
D. Use other tools such as an auger, a brace and 3/4 in. bit, a spatula, a large spoon (heated to facilitate cutting), or a fine wire (pulled back and forth through the material to obtain samples) as an aid to sampling this type of material.
E. Thoroughly mix soft material which shows signs of separation (or stratification) before sampling.
F. Place the sample into the appropriate sampling container. Securely attach an unsoiled, completed sample identification form in an envelope to the container.
G. Forward the sample to the Materials Laboratory for testing.