Maintenance crews inspecting a newly resurfaced section of mountain highway discovered extensive longitudinal cracking along the asphalt seam. During the resurfacing operation two days prior, ambient temperatures dropped to forty degrees Fahrenheit just before the rolling machines compacted the final layer. On adjacent sections paved earlier that afternoon under eighty-degree sunlight, the asphalt remained completely smooth. Core samples showed that the asphalt binder in the cracked sections had hardened before reaching the density specified by engineering standards.
The passage suggests that the cracking on the highway was primarily caused by which factor?
- AThe use of sub-standard asphalt binder materials during the mountain resurfacing operation
- BThe development of surface cracks that accelerated the cooling of the underlying asphalt layer
- The rapid drop in ambient temperature that hardened the binder before compaction could be completedAnswer
- DThe mechanical compaction performed by rolling machines along the final layer of the roadway
Answer
The rapid drop in ambient temperature that hardened the binder before compaction could be completed
The passage provides two crucial premises: ambient temperature plunged to forty degrees right before rolling, and the asphalt binder hardened before reaching mandatory density. By contrasting this with the undamaged sections paved in warm sunlight, the text implies that the low temperature cooled and stiffened the binder prematurely, preventing effective mechanical compaction.
Step-by-Step Solution
Key Concept
Recognizing Implied Cause and Effect
Estimated Time:1m 30s