MCQOPTIONS
Saved Bookmarks
MCQOPTIONS
This section includes 10 Mcqs, each offering curated multiple-choice questions to sharpen your Traffic Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
How is planning analysis initiated? |
| A. | With the conversion of AADT to DDHV |
| B. | With the conversion of ADT to DDHV |
| C. | With the conversion of hourly volume to DDHV |
| D. | With the conversion of weekly volume to DDHV |
| Answer» B. With the conversion of ADT to DDHV | |
| 2. |
The D factor tends to be ______ |
| A. | more variable |
| B. | more stable |
| C. | less variable |
| D. | less stable |
| Answer» B. more stable | |
| 3. |
Radial routes have higher D values than circumferential routes. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 4. |
The average 24 hours volume at the given location for less than a year is called. |
| A. | Average annual daily traffic |
| B. | Average daily traffic |
| C. | Thirtieth highest hourly volume |
| D. | Average annual weekday traffic |
| Answer» C. Thirtieth highest hourly volume | |
| 5. |
K and D values from the relationship DDHV=AADTxKxD are based on which characteristics? |
| A. | Local characteristics |
| B. | National characteristics |
| C. | Terrain characteristics |
| D. | Area characteristics |
| Answer» B. National characteristics | |
| 6. |
The K factor in the relationship DDHV=AADTxKxD increases with increasing development density. |
| A. | True |
| B. | False |
| Answer» C. | |
| 7. |
What does K factor represent in the relationship DDHV=AADTxKxD? |
| A. | The proportion of AADT occurring during the 30th peak hour |
| B. | The proportion of ADT occurring during the 30th peak hour |
| C. | The proportion of hourly volume occurring during the 30th peak hour |
| D. | The proportion of weekly occurring during the 30th peak hour |
| Answer» B. The proportion of ADT occurring during the 30th peak hour | |
| 8. |
What is Directional Design Hour Volume (DDHV)? |
| A. | AADTs converted to a peak-hour volume in the peak direction of flow |
| B. | ADTs converted to a peak-hour volume in the peak direction of flow |
| C. | Hourly volumes converted to a peak-hour volume in the peak direction of flow |
| D. | Weekly volumes converted to a peak-hour volume in the peak direction of flow |
| Answer» B. ADTs converted to a peak-hour volume in the peak direction of flow | |
| 9. |
Why are traffic forecasts often does in terms of AADTs based on forecasting models? |
| A. | AADTs are more stable than hourly volumes |
| B. | Hourly volumes are more stable than hourly volume |
| C. | AADTs are simple |
| D. | AADTs are economical |
| Answer» B. Hourly volumes are more stable than hourly volume | |
| 10. |
The average 24 hours volume at the given area over a year is known as _______ |
| A. | average annual daily traffic |
| B. | average daily traffic |
| C. | thirtieth highest hourly volume |
| D. | average annual weekday traffic |
| Answer» B. average daily traffic | |