CMAA Certified Construction Manager (CCM) : Construction-Manager

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CMAA Construction-Manager Exam Syllabus Topics:

CMAA Certified Construction Manager (CCM) Sample Questions:

1. At what stage of the design phase shall the CM conduct a constructability review?

A) 90% design stage
B) Throughout the design process including 100% design documents
C) 60% design stage
D) 30% design stage

2. The CM is tasked with analyzing the schedule variance of a project on a regular basis. The contractor's recent payment application includes a dramatic increase in earned hours than what was budgeted for the project. This MOST likely indicates

A) the contractor is making more profit than anticipated.
B) the contractor will be submitting change orders.
C) the project is ahead of schedule.
D) the project is behind schedule.

3. Industry best practice is to conduct a pre-bid conference. The intent of the pre-bid conference is to

A) resolve any questions about contract requirements and scope of work.
B) limit the number of bidders on the project.
C) mitigate change orders and delays.
D) survey existing conditions and reveal unforeseen conditions.

4. The chief estimator for a construction company is asked to provide an estimate based on known project characteristics, such as square footage and unit prices. The estimator will MOST likely be employing which technique?

A) Analogous Estimating
B) Conceptual Estimating
C) Parametric Estimating
D) Bottom Up Estimating

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

Solutions: