Not greater than 4
Not greater than 8
Zero
Seven
Six
Five
Four
Concrete cylinder sample
Slump test
Concrete beam
None of the above
1.0 m/10,000kg/size/shipment
2.0 m/10,000kg/size/shipment
3.0 m/10,000kg/size/shipment
4.0 m/10,000kg/size/shipment
1 set consist of 3-pcs sample
2 set consist of 3-pcs sample
1 set consist of 4-pcs sample
3set consist of 3-pcs sample
3 pcs-60mm x 60mm in 1 sht/100sht
3 pcs-50mm x50mm in 1 sht/100sht
2pcs-60mm x 60mm in 1 sht/100sht
2 pcs-50mm x 50mm in 1 sht/100sht
Reflectorized paint
Acrylic paint
Enamel paint
Trafficpaint
Asphalt
Tar
Fly ash
None of the above
24 hours
48 hours
12 hours
72 hourst
All of the above
0.2 to 0.7 L/sq. m
0.3 to 0.6 L/sq. m
0.1 to 0.7 L/sq. m
0.2 to 0.9 L/sq. m
0 to 30 penetration grade
0 to 40 penetration grade
0 to 20 penetration grade
0 to 250 penetration grade
A.concrete beam sample
B.concrete cylinder sample
None of the above
Both a&b
CBR, abrasion, GPCD
CBR, abrasion
CBR, GCPD
Abrasion, GPCD
3 grading tests
1 grading tests
2 grading tests
4 grading tests
Blend Item 200 with coarser materials
Reject the material
Do nothing
Blend Item 200 with finer materials
maximum of 25% and maximum of 6% respectively
maximum of 35% and maximum of 12% respectively
maximum of 25% and maximum of 12% respectively
maximum of 35% and maximum of 6% respectively
80% maximum
85% maximum
90% maximum
20% maximum
Blown Asphalt
Cut Back Asphalt
Emulsified Asphalt
NOTA
Portland Cement Concrete Pavement
Bituminous Concrete Surface Course
Aggregate Surface Course
Bituminous tack Coat
Los Angeles Abrasion Machine
Las Vegas Abrasion Machine
San Francisco Abrasion Machine
San Diego Abrasion Machine
By Field Density Test
By Core Test
By Boring
NOTA
Liquid Limit minus Plastic Limit
Plastic Limit minus Liquid Limit
Liquid Limit plus Plastic Limit
Plastic Limit plus Liquid Limit
All of the Above
Grading Test Grading Test
Particle Size Distribution Test Particle Size Distribution Test,
Mechanical Analysis Mechanical Analysis
101.86%
102.34%
99.30%
105.23%
5 holes/km/lane
3 holes/km/lane
2 holes/km/lane
10 holes/km/lane
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