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CTTAM Civil-Engineering-Technology Exam Syllabus Topics:

SectionWeightObjectives
Topic 1: Municipal Engineering20%- Wastewater and stormwater management
  • 1. Drainage and flood control
  • 2. Sanitary and storm sewer design
- Water supply and distribution
  • 1. Water system design and hydraulics
  • 2. Water quality and treatment basics
Topic 2: Materials Testing20%- Soil mechanics and testing
  • 1. Soil classification and properties
  • 2. Compaction and bearing capacity tests
- Concrete and asphalt testing
  • 1. Field and laboratory testing procedures
  • 2. Mix design and quality control
Topic 3: Structural Design Fundamentals20%- Design of structural elements
  • 1. Reinforced concrete design
  • 2. Steel and timber design basics
- Structural analysis
  • 1. Load determination and load paths
  • 2. Analysis of beams, columns, and frames
Topic 4: Surveying20%- Surveying equipment and methods
  • 1. Total station and leveling instrument operation
  • 2. GPS and modern surveying technologies
- Measurement and calculation techniques
  • 1. Field measurement procedures
  • 2. Computation and adjustment of survey data
Topic 5: Transportation Engineering20%- Highway and road design
  • 1. Geometric design principles
  • 2. Pavement design and materials
- Traffic engineering
  • 1. Traffic flow and capacity analysis
  • 2. Signal design and traffic control

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CTTAM Technical Examination - Civil Engineering Technology C.E.T Sample Questions (Q31-Q36):

NEW QUESTION # 31
A civil engineering technologist is to inspect control joint saw-cuts on a newly poured concrete slab. What saw cut depth would be typically specified?

Answer: D

Explanation:
Control joints (contraction joints) are intended to create aplane of weaknessso shrinkage cracking forms at the joint rather than randomly. For saw-cut control joints, typical practice is to cut deep enough to be effective but not so deep that it compromises slab capacity or cuts reinforcement. Civil engineering materials references describe contraction/control joints as used to control cracking and indicate that the joint must form an intentional weakened section. A common "rule of thumb" for saw-cut depth is approximatelyone-quarter of the slab thicknessfor conventional slabs-on-grade (deeper cuts may be specified for thicker slabs or special conditions, but 1/4 is the typical baseline). This depth is generally sufficient to initiate cracking at the joint line while preserving structural integrity of the slab. Therefore, the typical specified saw cut depth is1/4 of the total slab depth.


NEW QUESTION # 32
What is a silt fence used for?

Answer: B

Explanation:
A silt fence is an erosion and sediment control measure intended toretain sedimentcarried by runoff, reducing offsite sedimentation. Lindeburg describes temporary silt fences as measures using posts and filter cloth (e.g., filter fabric) placed on the upstream side toretain suspended silt particles in runoff water. This purpose is to reducesoil movement(sediment transport) caused by erosion processes during construction, especially oalong drainage paths where siltation is expected. The fence does not "stop water" (runoff still passes through while sediment is filtered), is not primarily a site limit marker, and is not an access control barrier for the public. Therefore, the correct statement is that a silt fence is usedto prevent soil from moving through the site due to erosion.


NEW QUESTION # 33
A civil engineering technologist is completing quality control for a municipal design. When checking design calculations, the technologist notices errors in the design and final design drawings made by a senior structural engineer. The technologist suspects that the errors may result in the failure of a suspended slab/roof car parking area. What should be the primary consideration in this situation?

Answer: D

Explanation:
Engineering ethics and professional duty prioritizepublic protectionover hierarchy, convenience, or reputational concerns. Civil engineering ethics guidance explicitly states that engineers shallhold paramount the safety, health, and welfare of the public, and that when professional judgment is overruled under circumstances endangering public welfare, the engineer is expected to notify the client or appropriate authority. This principle is repeated in civil engineering professional canons (e.g., ASCE Fundamental Canon
1) and is treated as the primary criterion even when it conflicts with other pressures. In this scenario, suspected structural failure risk for a public parking slab/roof is a direct life-safety concern; therefore the technologist's primary consideration must be ensuring the issue is elevated and addressed to prevent unsafe construction or operation. Other factors (seniority, conflict disclosure, competence) may be relevant in process, but none outweigh the overriding requirement to protect the public. Hence,Option Cis correct.


NEW QUESTION # 34
A civil engineering technologist is taking a sample of concrete cylinders from a truck. When should the sample be taken?

Answer: A

Explanation:
Concrete cylinder samples must represent thedelivered batch, so sampling must avoid the non-representative portions at the beginning and end of discharge where segregation and water/aggregate distribution can differ.
ASTM C172/C172M sampling practice requires collecting acomposite samplefrom themiddle portionof the load: specifically, not before about10%and not after about90%of the batch has been discharged, using two or more portions taken at regularly spaced intervals. A paper hosted by ASTM discussing sampling from truck mixers references ASTM C172/C172M and its requirement for collecting multiple portions from the discharged batch. Training/field guidance consistent with ASTM C172 also states sampling should occur after
~10% and before ~90% of discharge (i.e., the middle of the load). Therefore, the correct answer isin the middle of the load (Option C).


NEW QUESTION # 35
What subsurface sampling would be most likely conducted during a preliminary site investigation for a proposed building?

Answer: D

Explanation:
A preliminary site investigation for a building focuses on defining subsurface stratigraphy and basic engineering characteristics byexploring the ground and documenting soil/rock conditions versus depth.
Standard practice usesborings (drilling/boring)to obtain samples and observations, which are then recorded asborehole logsdescribing layers, groundwater, and recovered materials. The sampling provides representative soils for index testing and classification, but the fundamental "subsurface sampling" deliverables at the preliminary stage are thesoil samples retrievedand theborehole logsthat document what was encountered. Broader design deliverables like grading plans, final elevations, or pavement Marshall testing are not part of preliminary geotechnical sampling for a building footprint. Civil engineering references describe subsurface exploration as involving drilling/boring and retrieving soil/rock samples at various depths, with the engineer examining cuttings and recovered samples to characterize the profile-information typically captured in borehole logs.


NEW QUESTION # 36
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