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CMAA Certified Construction Manager (CCM) Sample Questions:

1. Construction schedule coordination and enforcement means and methods techniques, and sequence of work are typically assigned to the construction manager under which delivery method?

A) CM at Risk(CMAR)
B) Multi-Prime
C) Design-Bid-Build (DBB)
D) Design-Build (DB)

2. When applying Business Intelligence (also known as data mining) to manage large volumes of construction project data, the source data must

A) include outliers and missing data.
B) first exist in hard copy format.
C) include advanced algorithms.
D) first exist in digital format.

3. The current construction market is extremely busy, and the trade/sub-contractors are being very selective in the projects they bid on. What options do owners have when the marketplace is vastly different from when their project was a concept to when its ready to be advertised?

A) Market conditions should not be a factor in when a project is advertised.
B) Consider the impacts of current market conditions and revise project strategy.
C) Postpone advertising for one year.
D) Advertise the project and award to lowest bidder.

4. A CM is providing support on a $150 million construction project. The agency has a well-developed safety program; however, the contractor is planning to use an innovative, high-risk method for constructing the project. To minimize the owner's risk, the CM should recommend that the owner

A) have the contractor submit a safety management plan for review and approval by the owner.
B) ensure they have a contractor-controlled insurance program (CCIP) to cover the safety risk for the project.
C) provide a safety coordinator to perform the necessary project safety functions on behalf of the contractor.
D) modify the CM contract to include safety management to protect the owner's interests.

5. The joint between a cast-in-place wall and a cast-in-place roof slab contains a waterstop for a sub-grade structure. While installing roof beams, the waterstop became dislodged from the already-placed wall. A non- conformance report was issued. The engineer of record's repair detail showed to cut and remove the dislodged waterstop sections. The authority/agency re-approved the detail as the waterstop is part of a secondary waterproofing system and the primary system was deemed sufficient. The contractor did not comply with the detail and placed the concrete roof slab over the dislodged material. In this scenario, which of the following options represents the BEST course of action?

A) Based on the engineer of record's recommendation, the contractor should develop a repair detail and submit for approval.
B) The concrete should be chopped out, rebar dowels should be drilled into the new slab, and the repair detail should be implemented.
C) All slab concrete should be removed.
D) The agency should accept as-is and rely on the primary system.

Solutions: