The area of the roadbed upon which the pavement structure, including subbase, is placed shall be known as the "subgrade." This is the plane coincident with the bottom of the subbase as shown on the typical sections.
A. 
All soft and yielding material and other portions of the subgrade which will not compact readily when rolled, vibrated or tamped shall be removed and replaced with suitable material. The surface shall be compacted uniformly by rolling with an approved power roller having a minimum compression of 300 pounds per inch of width of tread on the rear wheel or wheels and weighing not less than 10 tons, or with an equivalent vibratory roller or compactor.
B. 
When more than one compacting unit is used, the unit exerting the greatest compactive effort shall be used to make the initial compaction. Any portion of the subgrade which is not accessible to a roller or other compacting unit shall be compacted thoroughly with hand tampers or with approved mechanical vibrators.
C. 
The rolling, vibrating or tamping shall be continued until the entire subgrade is uniformly and thoroughly compacted true to lines and grade given.
D. 
The contractor shall protect the subgrade from damage by exercising such precautions as are necessary. At all times the subgrade surface shall be kept in such condition that it will drain readily and correctly. The subgrade shall be checked and approved by the Town Engineer before any foundation or surfacing material is placed thereon.