Commercial vehicle operators must precisely adjust their driving speed and braking techniques to match varying surface hazards and road geometry. Match each adverse roadway scenario with its mandated CDL speed adjustment and vehicle control procedure.
- Operating a commercial combination vehicle on a highway covered with packed snowReduce speed by at least one-half ( or more) and deactivate supplemental engine retarders
- Driving on a wet multi-lane highway where the normal posted flow of traffic is Reduce cruising speed by approximately one-third to roughly to prevent hydroplaning
- Encountering glaze ice forming on an elevated bridge deck during freezing precipitationSlow the vehicle down to a crawl and exit the travel lanes as soon as safely possible
- Navigating an unbanked expressway exit ramp curve on wet asphalt pavementDecelerate to a speed well below the advisory limit prior to the curve rather than braking while turning
Answer
Packed snow matches with reducing speed by at least one-half and deactivating retarders; wet road at 60 mph matches with reducing speed by one-third to approximately 40 mph; glaze ice on a bridge matches with slowing to a crawl and safely exiting the roadway; and navigating a wet exit ramp curve matches with decelerating below advisory speed prior to entering the curve.
Each match correctly applies official CDL speed reduction standards and vehicle control safety principles: packed snow demands a reduction of at least one-half along with retarder deactivation to avoid drive-wheel skids; wet pavement requires a one-third speed reduction (e.g., from down to ); icy bridges mandate slowing to a crawl and parking safely; and curved ramps require completing all deceleration before turning.
Step-by-Step Solution
Key Concept
CDL Space and Speed Management: Speed Adjustments, Traction Limits, and Mechanical Controls across Adverse Road Surfaces
Estimated Time:1m 30s