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| Section | Weight | Objectives |
|---|---|---|
| Topic 1: Municipal Engineering | 20% | - Water supply and distribution
|
| Topic 2: Structural Design Fundamentals | 20% | - Structural analysis
|
| Topic 3: Transportation Engineering | 20% | - Highway and road design
|
| Topic 4: Materials Testing | 20% | - Concrete and asphalt testing
|
| Topic 5: Surveying | 20% | - Measurement and calculation techniques
|
>> Civil-Engineering-Technology Real Exam Questions <<
CTTAM Civil-Engineering-Technology learning materials are new but increasingly popular choices these days which incorporate the newest information and the most professional knowledge of the practice exam. All points of questions required are compiled into our Technical Examination - Civil Engineering Technology C.E.T Civil-Engineering-Technology Preparation quiz by experts. By the way, the Civil-Engineering-Technologycertificate is of great importance for your future and education.
NEW QUESTION # 61
A 500 mm diameter corrugated steel culvert conveys storm water under a road. The inlet end projects from the road embankment fill. How much flow (m³/s) can the culvert handle before the headwater depth is greater than the culvert diameter?
Answer: C
Explanation:
For a projecting inlet, the controlling condition is typicallyinlet controlat relatively low headwater ratios.
Using the FHWA/HDS-5 style inlet-control nomographs reproduced in the Minnesota DOT Drainage Manual (Chart 2: "Headwater depth for C.M. pipe culverts with inlet control"), a corrugated metal pipe (CMP) with a diameter near500 mm (# 20 in.)and aprojectingentrance type corresponds to a discharge on the order of~7 cfs whenHW/D # 1.0(headwater approximately equal to the culvert diameter). Converting 7 cfs to SI givesm³/s.
This magnitude is consistent with the inlet-control relationship that headwater increases with discharge for a given culvert diameter and entrance configuration, and that small culverts (0.5 m) carry flows measured in tenths of m³/s, not multiple m³/s at HW/D # 1.
NEW QUESTION # 62
Whatto determine the compressive strength of concrete?
Answer: B
NEW QUESTION # 63
What is the most important information a civil engineering technologist should be familiar with before stepping onsite during site inspection?
Answer: C
Explanation:
Before entering any active work site, the highest priority is controlling exposure to hazards. Construction safety standards require that personnel (including inspectors) understand and comply with the site'ssafety rules, hazard controls, and procedures(e.g., access control, PPE requirements, traffic control, emergency response, and restricted areas). The USACE Safety and Health Requirements Manual (EM 385-1-1) emphasizes pre-task planning, hazard identification, and compliance with site safety requirements, and it explicitly addresses required PPE and safety practices for personnel working in construction environments (including survey/inspection activities). Knowing the owner's name or the completion date is not a prerequisite to safe entry, and knowing headcounts/equipment lists is less critical than understanding thesite's safety proceduresthat prevent injury. Since inspectors must enter and move through hazard zones, the most important information to know beforehand is thesite safety rules and proceduresto ensm
NEW QUESTION # 64
The graph below is used for tracking progress and costs of a project for a client. What can be concluded about the project at week 10?
Answer: C
Explanation:
This type of chart is anEarned Value Management (EVM)progress/cost graph, typically showingPlanned Value (PV),Earned Value (EV), andActual Cost (AC)over time. Schedule performance at a given date (week 10) is determined by comparingEVtoPV. IfEV < PV, the amount of work actually accomplished (earned) is less than what was planned by that date, meaning the project isbehind schedule(Schedule Performance Index). In the provided graph, atweek 10theEV curve is below the PV curve, so the project has completed less work than planned by week 10, indicating schedule slippage. Budget performance is assessed separately by comparingEVtoAC(Cost Performance Index), but the question asks what can be concluded at week 10: the clear conclusion supported by the curves isbehind schedulebecause EV is lower than PV at week 10.
NEW QUESTION # 65
Why is a builder's lien holdback important?
Answer: C
Explanation:
A builder's lien holdback (often a statutory holdback such as 10% in many Canadian jurisdictions) is a payment amount withheld from progress payments to create afundthat can be used to satisfy lien claims if parties down the contracting chain (subcontractors, workers, suppliers) arenot paid. The intent is to protect the owner (and other payers) from having to "pay twice" for the same work: once to the contractor and again to unpaid lien claimants who can lien the project. Canadian construction lien frameworks describe holdbacks as a system designed to protect lien claimants while limiting the payer/owner's exposure by ensuring funds are available if unpaid claims arise. Practical explanations of holdbacks note that if a subcontractor or labourer is not paid, the holdback provides funds set aside to address those unpaid claims and associated lien risk. Therefore, the best answer is that the holdback protects theowner when the contractor does not pay the bills(i.e., unpaid subcontractors/suppliers can trigger liens).
NEW QUESTION # 66
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