Soils and Aggregate Compaction Technician MARTCP TEST COMPLETE
EXAM Questions and Answers (Verified Answers) (Latest Update 2026)
UPDATE!!
AASHTO T-99 - (ANSWER)Standard Proctor
AASHTO T-180 - (ANSWER)Modified Proctor
AASHTO 191 - (ANSWER)Sand Cone
AASHTO 272 - (ANSWER)One Point Method
4 Test Methods - (ANSWER)Nuclear Gauge , Sand cone, Sand Bucket, Proctor
4 Key Factors for Compaction - (ANSWER)Compaction, Soil Type, Dry Density, Moisture Content
AASHTO T-99/Standard Proctor Method - (ANSWER)5.5 Lb. Hammer dropping 12"
AASHTO T-180/ Modified Proctor Method - (ANSWER)10 Lb. Hammer dropping 18"
Rounding Off last Number if less than 5 - (ANSWER)Numbers following last number is/are discarded
(1.4=1.0)
Rounding Off last Number if more than 5 - (ANSWER)Increase the last number to remain by 1 (1.6=2.0)
Rounding Off last Number if the number is 5 and next is ODD - (ANSWER)The Number to remain is
Increased by 1 if ODD (3.5=4.0)
Rounding Off last Number if the number is 5 and next is EVEN - (ANSWER)The Number to remain does
not change if Even (2.5=2.0)
EXAM Questions and Answers (Verified Answers) (Latest Update 2026)
UPDATE!!
AASHTO T-99 - (ANSWER)Standard Proctor
AASHTO T-180 - (ANSWER)Modified Proctor
AASHTO 191 - (ANSWER)Sand Cone
AASHTO 272 - (ANSWER)One Point Method
4 Test Methods - (ANSWER)Nuclear Gauge , Sand cone, Sand Bucket, Proctor
4 Key Factors for Compaction - (ANSWER)Compaction, Soil Type, Dry Density, Moisture Content
AASHTO T-99/Standard Proctor Method - (ANSWER)5.5 Lb. Hammer dropping 12"
AASHTO T-180/ Modified Proctor Method - (ANSWER)10 Lb. Hammer dropping 18"
Rounding Off last Number if less than 5 - (ANSWER)Numbers following last number is/are discarded
(1.4=1.0)
Rounding Off last Number if more than 5 - (ANSWER)Increase the last number to remain by 1 (1.6=2.0)
Rounding Off last Number if the number is 5 and next is ODD - (ANSWER)The Number to remain is
Increased by 1 if ODD (3.5=4.0)
Rounding Off last Number if the number is 5 and next is EVEN - (ANSWER)The Number to remain does
not change if Even (2.5=2.0)