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PE Civil – Construction Exam with Completions and Answers, Exams of Advanced Education

PE Civil – Construction Exam with Completions and Answers

Typology: Exams

2024/2025

Available from 07/14/2025

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PE Civil – Construction Exam with
Completions and Answers
max amount of time that an activity can be delayed before delaying the subsequent task
- ANS-free float
amount of time a task can be delayed without delaying the project - ANS-total float
increasing density by decreasing volume of air - ANS-compaction
time process of increasing density by draining water (clays) - ANS-consolidation
spread footing is best, below frost depth - ANS-compacted sand
spread footing is best below frost depth to avoid shrinkage - ANS-firm clay
friction piles or piers are best to reduce settlement effects on foundation - ANS-soft clay
deep foundation/drilled piers are best - ANS-glacial till/rock
inelastic buckling - ANS-short columns
elastic buckling - ANS-long columns
placed in areas where concrete is in tension - ANS-structural steel
constant depth and velocity - ANS-uniform flow
depth of flow doesn't change over time - ANS-steady flow
depth of flow changes over time - ANS-unsteady flow
transition from normal flow state to critical flow state - ANS-critical depth
culvert barrel allows for more flow to pass through than the inlet accepts - ANS-inlet
control
culvert barrel can't accept as much flow as the inlet allows - ANS-outlet control
measured from the most hydraulically distant point in the drainage area - ANS-time of
concentration
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PE Civil – Construction Exam with

Completions and Answers

max amount of time that an activity can be delayed before delaying the subsequent task

  • ANS-free float amount of time a task can be delayed without delaying the project - ANS-total float increasing density by decreasing volume of air - ANS-compaction time process of increasing density by draining water (clays) - ANS-consolidation spread footing is best, below frost depth - ANS-compacted sand spread footing is best below frost depth to avoid shrinkage - ANS-firm clay friction piles or piers are best to reduce settlement effects on foundation - ANS-soft clay deep foundation/drilled piers are best - ANS-glacial till/rock inelastic buckling - ANS-short columns elastic buckling - ANS-long columns placed in areas where concrete is in tension - ANS-structural steel constant depth and velocity - ANS-uniform flow depth of flow doesn't change over time - ANS-steady flow depth of flow changes over time - ANS-unsteady flow transition from normal flow state to critical flow state - ANS-critical depth culvert barrel allows for more flow to pass through than the inlet accepts - ANS-inlet control culvert barrel can't accept as much flow as the inlet allows - ANS-outlet control measured from the most hydraulically distant point in the drainage area - ANS-time of concentration

head loss in the same in each pipe, Q divided equally - ANS-pipes in parallel use continuity equation, same Q - ANS-pipes in series time interval between 2 vehicles arriving at the same point - ANS-headway average travel speed - ANS-space mean speed average speed of vehicles passing through a point - ANS-time mean speed general, sidewalks, pavements, beams, columns - ANS-type I concrete modified Portland cement, hot weather, mass concrete, dams - ANS-type II concrete high early strength - ANS-type III concrete low heat of hydration, large structures - ANS-type IV concrete sulfate resistant - ANS-type V concrete measures workability of concrete - ANS-slump test measures tensile strength - ANS-split/rupture test mix sets faster, good for high temperatures - ANS-retarder admixture improves durability, reduces concrete separation - ANS-air entrainment helps achieve higher early strength - ANS-accelerator admixture improves workability of concrete - ANS-water reducer admixture moisture content at boundary between semi-solid and plastic soil characteristics - ANS- plastic limit moisture content at boundary between plastic and liquid soil characteristics - ANS-liquid limit moisture content at boundary between brittle solid and semi-solid soil characteristics - ANS-shrinkage limit measures toughness of steel (charpy v-notch) - ANS-impact test line defining the edge of excavation - ANS-neat line