Pavement Composition Test Sample Clauses

Pavement Composition Test. The thickness and composition of the pavement structure shall be checked on a sample basis by digging pits to determine conformity of such pavement structure with Specifications and Standards. The sample shall consist of one pit in each direction of travel to be chosen at random in each stretch of 3 (three) kilometres of the Project. The first pit for the sample shall be selected by the Independent Engineer through an open draw of lots and every third kilometer from such first pit shall form part of the sample for this pavement quality test.
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Pavement Composition Test. The thickness and composition of the pavement structure shall be checked on a sample basis by digging pits to determine conformity of such pavement structure with Specifications and Standards. The sample shall consist of one pit in each direction of travel to be chosen at random in each stretch of 5 (five) kilometers of the Project Highway. The first pit for the sample shall be selected by the Independent Engineer through an open draw of lots and every fifth kilometer from such first pit shall form part of the sample for this pavement quality Test. Cross-section Test: The cross-sections of the Project Highway shall be checked on a sample basis through physical measurement of their dimensions for determining the conformity thereof with Specifications and Standards. For the road portion, the sample shall consist of one spot to be selected at random in each stretch of 1 (one) kilometer of the Project Highway. The first spot for the sample shall be selected by the Independent Engineer through an open draw of lots and the spots located at every one kilometer from such first spot shall form part of the sample. For the bridge portion, one spot shall be selected at random by the Independent Engineer in each span of the bridge. Structural Test for bridges: All major and minor bridges and all structures with a span of 15 (fifteen) meters or more constructed by the Concessionaire shall be subjected to the all requisite tests, as recommended by Independent Engineer in accordance with the procedure described in Special Report No. 17: 1996 of the IRC Highway Research Board on Nondestructive Testing Techniques, at two spots in every span, to be chosen at random by the Independent Engineer. All Structures with a span of 15 (fifteen) meters or more shall also be subjected to load testing.
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