Sampling
Bulk Specific Gravity
Nuclear Gauges
Splitting/Reducing Field Samples
Moisture
100

What is stratified random sampling?

CDOT Specifications

one random sample selected from each sublot

random number schedule responsibility of tester

100

What is the temperature needed for testing?

77 +/- 1.8 F or 25 +/-1 C

100

What is the nuclear gauge used for?

In-place determination of density of HMA
100

What are the three methods for splitting aggregate and which method is used only for fine aggregate?

A. mechanical splitter

B. Quartering

C Selection by Scoop (fine aggregate only)

100

What are the 2 methods for determining moisute?

Microwave oven (method A)

Convection Oven (method B)

200

What are the different aggregate sampling locations?

1. stockpiles (by hand or with power equipment)

2. flowing aggregate stream

3. stopped conveyor belt

4. Processed Windrows

5. Roadway

6. Cover Coat Material Spreader


200

What is the temperature of the oven if testing cored samples?`

230 +/- 9 F 

110 +/- 5 C

200

Describe standardization procedure, when, where and how.

When: start of the day, when gauge has been off, when readings are in question

Where: Same environment as actual measurement counts, 33 ft away from other nuclear gauges, clear of large masses of water or vertical projections

How:  Turn on and warm up (20 min Troxler and Instrotek, 1 min CPN), place on standard block, perform 4 minute standard count, reading must be within 1% of the average if the previous 4 standards

200

Describe the chutes for both fine and coarse aggregate on a mechanical splitter

Coarse aggregate: minimum of 8 chutes

Fine aggregate: minimum of 12 chutes

openings must be 50% greater than the largest particle

200

Describe Method A procedure.

Clean glass plan

record sample mass to nearest 0.1 g

550 for S and SX

2000 for SG

5-minute cycles until there is no change

300
Explain how to sample from a stockpile with power equipment and by hand. As well as fine aggregate.

Power equipment: Removed segregated material from the sides, expose a representative face, scoop from bottom to top. Combine and mix to form a separate small pile. Flatten to not thicker than 1 foot. Sample from 3 locations (full depth), combine to form sample. 

Hand Sampling: top-third, middle-third, and bottom-third, 2 sets 180 degrees apart. Board upslope of sampling locations. remove top 6 inches of out layer. Sample full depth, combine to form sample. 

Fine aggregate: sampling tube 1.25 in diameter by 6ft long, insert horizontally at 5 locations. 

300

What does the bulk specific gravity of a roadway core calculate?

percent air voids

relative compaction

correction factor for nuclear gauge


300

Describe the procedure for using the nuke gauge to test densities

Long axis parallel to paving direction

6" away from vertical projections

12" away from joints and edge of pavement

1/8" max void space under gauge

backscatter mode

2 one-minute readings, rotate 180 degrees, perform 2 more readings

300

What are the 5 methods for splitting asphalt?

a. selection by scoop 

b. quartering

c. mechanical splitter

d. selection by cross section

e. quartermaster

300

Describe method B procedure.

Determine mass to nearest 0.1g

500 S and SX

2000 SG

dry at binder compaction temperature for minimum of 3 hours.

check every 30 +/- 5 minutes

constant mass is less than or equal to 0.1g change in mass between 2 measurements

400

Define nominal maximum particle size.

one sieve size larger than the first sieve that retains more than 10% of the aggregate sample. 

400

what is the formula for calculating bulk specific gravity?

Percent relative compaction?

Percent air voids?

Convert Bulk specific gravity to pcf


Bulk Specific Gravity Gmb= A/(B-C)

(dry/(ssd-wet))

% Relative Compaction= Gmb/RICE x100

% Air voids= 100-%compaction

PCF= Gmbx62.4

400

How do you calculate percent density?

Have density from nuke gauge, apply correction factor if there is one. 

RICE x 62.3 to convert to pcf

your density/RICE converted to pcf x100

400

What is the timeframe for warming up an asphalt sample?

minimum of 1 hour, not to exceed 4 hours at compaction temperature. 

400

How do you calculate moisture?

a-b/ax100

wet-dry/wet x100

500

Describe how to sample asphalt from a paver auger. 

Paver must be moving

Auger should be operating at lease 80% of the time

Auger area at least 2/3 covered with mixture 

Clean square shovel placed in front of the head of the mix

500

Describe the drying procedure in a forced draft oven. 

230 +/-9 F

dry for 3 hours and then determine the mass

put back in oven and check every 2 hours

constant mass= no change of more 0% or 24 hour maximum

cool to room temp and determine the dry mass

500

Describe the compaction test section procedure. 

test strip constructed using first 500 tons

first 300 determines process (rollers, speed, frequency, amplitude, tire pressure, # of passes, surface temp)

last 200 to test for density correction ( 7 nuke gauge tests, 2 cores from each test locations)


500

Describe procedure for depositing your asphalt sample into the splitting pan and what kind of scoop is used. 

method 1: deposit in pan, mix (turn 3 times) flatten to uniform height.


Method 2: flip can upside down, lift 1" and move in circular motion


Use small, flat, square-end scoop with sides

500

Describe the microwave oven calibration

550 ml of h20

record starting temp

microwave for 5 minutes at 50% power

record ending temo

difference between temperatures should be 75 +/- 10 F

Adjust power settings up or down 10% and run until temp reached in 5-min cycle.