ECCC General Engineering Exam |\ |\ |\ |\
QUESTIONS WITH ANSWERS |\ |\
Construction Duration Classifications - CORRECT |\ |\ |\ |\ |\
ANSWERS ✔✔Contingency classifications: Organic (up to
|\ |\ |\ |\ |\ |\
90 days), Initial (6 months), Temporary (5 years), Semi-
|\ |\ |\ |\ |\ |\ |\ |\
permanent (2-10 Years) |\ |\
Enduring Classification: permanent (5 years or longer)
|\ |\ |\ |\ |\ |\
When making a road, what is the reason that more than
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\
one layer or material is used? - CORRECT ANSWERS
|\ |\ |\ |\ |\ |\ |\ |\ |\
✔✔Save money because top layers cost more
|\ |\ |\ |\ |\ |\
Layers of a road - CORRECT ANSWERS ✔✔Surface
|\ |\ |\ |\ |\ |\ |\
Base course |\
Sub base |\
select materials |\
compacted subgrade |\
Two levels of quality control - CORRECT ANSWERS ✔✔Unit
|\ |\ |\ |\ |\ |\ |\ |\
quality management program and project quality
|\ |\ |\ |\ |\ |\ |\
management program |\
, What are CDRs of construction units responsible for? -
|\ |\ |\ |\ |\ |\ |\ |\ |\
CORRECT ANSWERS ✔✔Establishing and using a company |\ |\ |\ |\ |\ |\
quality management program
|\ |\ |\
performance work statement - CORRECT ANSWERS ✔✔a |\ |\ |\ |\ |\ |\ |\
part of the Statement of Work that is performance based
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
and directly explains what the contractor is going to do
|\ |\ |\ |\ |\ |\ |\ |\ |\
Steps to clearing and repairing a crater on the minimum
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
operating strip (MOS) - CORRECT ANSWERS ✔✔1. Clear |\ |\ |\ |\ |\ |\ |\ |\
area of debris (Air field clearance team with chem lights,
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
e tools, etc) Clear 20 ft.
|\ |\ |\ |\ |\
2. Conduct profile measurements. ID area of upheaval
|\ |\ |\ |\ |\ |\ |\ |\
using line of sight method and stanchions parallel to
|\ |\ |\ |\ |\ |\ |\ |\ |\
runway surface. |\ |\
3. Remove debris with IHMEE, shovel or other dig asset.
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
4. Sort debris and stockpile away from MOS (30 ft away,
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\
no higher than 3 feet to ensure aircraft clearance)
|\ |\ |\ |\ |\ |\ |\ |\
5. Choose Expedient Repair Methods: Debris backfill
|\ |\ |\ |\ |\ |\ |\
repair, choke ballast over debrist, choke ballast repair,
|\ |\ |\ |\ |\ |\ |\ |\
sand grid repair |\ |\
6. Cover with FOD 12" around crater with FOD kit (FRP
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\
panels, anchor bolts) |\ |\
7. Reinforce using concrete or stone and grout repair for
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
permanent repair |\
QUESTIONS WITH ANSWERS |\ |\
Construction Duration Classifications - CORRECT |\ |\ |\ |\ |\
ANSWERS ✔✔Contingency classifications: Organic (up to
|\ |\ |\ |\ |\ |\
90 days), Initial (6 months), Temporary (5 years), Semi-
|\ |\ |\ |\ |\ |\ |\ |\
permanent (2-10 Years) |\ |\
Enduring Classification: permanent (5 years or longer)
|\ |\ |\ |\ |\ |\
When making a road, what is the reason that more than
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\
one layer or material is used? - CORRECT ANSWERS
|\ |\ |\ |\ |\ |\ |\ |\ |\
✔✔Save money because top layers cost more
|\ |\ |\ |\ |\ |\
Layers of a road - CORRECT ANSWERS ✔✔Surface
|\ |\ |\ |\ |\ |\ |\
Base course |\
Sub base |\
select materials |\
compacted subgrade |\
Two levels of quality control - CORRECT ANSWERS ✔✔Unit
|\ |\ |\ |\ |\ |\ |\ |\
quality management program and project quality
|\ |\ |\ |\ |\ |\ |\
management program |\
, What are CDRs of construction units responsible for? -
|\ |\ |\ |\ |\ |\ |\ |\ |\
CORRECT ANSWERS ✔✔Establishing and using a company |\ |\ |\ |\ |\ |\
quality management program
|\ |\ |\
performance work statement - CORRECT ANSWERS ✔✔a |\ |\ |\ |\ |\ |\ |\
part of the Statement of Work that is performance based
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
and directly explains what the contractor is going to do
|\ |\ |\ |\ |\ |\ |\ |\ |\
Steps to clearing and repairing a crater on the minimum
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
operating strip (MOS) - CORRECT ANSWERS ✔✔1. Clear |\ |\ |\ |\ |\ |\ |\ |\
area of debris (Air field clearance team with chem lights,
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
e tools, etc) Clear 20 ft.
|\ |\ |\ |\ |\
2. Conduct profile measurements. ID area of upheaval
|\ |\ |\ |\ |\ |\ |\ |\
using line of sight method and stanchions parallel to
|\ |\ |\ |\ |\ |\ |\ |\ |\
runway surface. |\ |\
3. Remove debris with IHMEE, shovel or other dig asset.
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
4. Sort debris and stockpile away from MOS (30 ft away,
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\
no higher than 3 feet to ensure aircraft clearance)
|\ |\ |\ |\ |\ |\ |\ |\
5. Choose Expedient Repair Methods: Debris backfill
|\ |\ |\ |\ |\ |\ |\
repair, choke ballast over debrist, choke ballast repair,
|\ |\ |\ |\ |\ |\ |\ |\
sand grid repair |\ |\
6. Cover with FOD 12" around crater with FOD kit (FRP
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\ |\
panels, anchor bolts) |\ |\
7. Reinforce using concrete or stone and grout repair for
|\ |\ |\ |\ |\ |\ |\ |\ |\ |\
permanent repair |\
