NICET CMT Soils study materials
NICET CMT Soils study resources

NICET CMT Soils case studies

NICET CMT Soils · Put your knowledge to work in context.

NICET CMT-Soils is one of the Construction Materials Testing (CMT) certification programs listed by the National Institute for Certification in Engineering Technologies (NICET) under its Civil Engineering Technology Programs, alongside CMT-Asphalt, CMT-Concrete, Highway Construction Inspection, and the optional CMT Performance Examinations. It is aimed at technicians who sample, test, classify, and inspect soils on construction projects - laboratory work such as gradation, plasticity, moisture-density relationships, and classification; field work such as density and moisture testing for compaction control; inspection of subgrade preparation, embankment fill, and structural backfill; and the documentation, specification, and ethical responsibilities that surround that work. The NICET CMT Soils case studies are 5 cases and about 2,711 words.

1

Borrow Pit Classification and Specification Review

A technician receives a 35 lb bag from a proposed borrow pit for structural fill. The sieve analysis reports 21% retained on the 3/4-in.

565 words, about 3 min
2

Nuclear Gauge Versus Sand Cone Discrepancy

During compaction control on a 12-in. lift of silty sand embankment fill, a nuclear gauge in direct-transmission mode with a 6-in.

553 words, about 3 min
3

Proofrolling a Wet Fat Clay Subgrade

At a building pad, the contractor has scarified and recompacted the upper 12 in. of a fat clay subgrade (CH, LL 62, PI 34).

523 words, about 3 min
4

Pressure to Alter a Stockpile Report

Late Friday, a contractor's superintendent asks you to reissue a soils report for retaining-wall backfill. The original report states that the sample from the stockpile had 38% passing the No.

553 words, about 3 min
5

Heavy Compaction Behind a Retaining Wall

A 3.5 m high cantilever retaining wall is being backfilled with free-draining granular material classified SW-SM with about 12% fines. The contractor is using a large vibratory roller within 1.5 m of the wall, placing lifts about 450 mm thick.

517 words, about 3 min