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EIMein®X-0 or M3-X cut back asphalt, meeting the requirements as stated,in Section 3U, may be used as directed by the Engineer and shall be applied at the temperatures VfH,: . . im ndi* c?. ate* d^ b••e ls ows gllgg •** | i Min# F. MC-0 £0° MC-=1 80° (g) The asphalt primer should preferably be entirely absorbed by the baSev course and, therefore, require" no sand cover# If, however, it has not been completely absorbed twenty~fqur (Sli) hours after application, just sufficient sand shall be spread over the surface to blot up the excess liquid asphalt and prevent it fronv picking up under' t r a f f i c A l s o , , sand shall fbe used in amounts deemed nepessary by the Engineer at intersections and such areas where traffic may .pass over the prime Coat, Prior to laying" an intermediate or surface course, all loose or excess sand shall be Stfept from the base# (h) The contractor shall protect the prime coat against all damage and markings both from foot and other traffic. v Barricades'shall be placed at the proper locations to protect the liquid asphalt from traffic. If after the prime coat-has been applied to the satisfaction of the Engineer andhas been accepted by him, it is disturbed by negligence on the partof the contractor, It shall be restored at his expense to its condition at the time of acceptance# No material shall be placed until the prime coat is in a condition satisfactory to the Engineer (I) The amount of completed and accepted work shall be included in,the contract unit price per square yard fob asphaltic concrete pavement, which shall include full Compensation forrfurbishing all labor, materials, tools, equipment, compaction, shaping and water necess­ary to complete the job. Max. F 120° • 1$ 0°