Compaction Testing Sample Clauses

Compaction Testing. The expense of the initial testing shall be borne by the Town. The expense of any re-testing required by the Town, if the initial compaction does not meet the required specifications shall be borne by the Contractor. All other material testing shall be borne by the Contractor.

Compaction Testing. The Owner, with at least a 3 day notification from the Contractor, will be responsible for scheduling and payment of compaction testing. Compaction tests shall be made at locations selected by the Engineer. The Contractor shall be responsible for the costs associated with non- passing tests. The total cost of the non-passing tests will be determined at the conclusion of construction.

Compaction Testing. Test LOR* * Under the supervision of the geotechnical engineer. (Refer to specific items identified in the Appendix (end of this form) for exemptions where soils testing may be conducted under the supervision of a geotechnical engineer or LOR's engineering manager. In such cases, the LOR's form DSA 291 shall satisfy the soil test reporting requirements for the exempt items.) S3. DRIVEN DEEP FOUNDATIONS(PILES): Test or Special Inspection Type Performed By Code Referencesand Notes a. Verify pile materials, sizesand lengths comply with the requirements. Continuous GE* * By geotechnical engineer or his or her qualified representative. b. Determine capacities of test pilesand conduct additional load testsas required. Test LOR* * Under the supervision of the geotechnical engineer. c. Inspect driving operationsand maintain complete and accurate records for each pile. Continuous GE* * By geotechnical engineer or his or her qualified representative.

Compaction Testing. As specified in Section 02320 D. When tests indicate Work does not meet specified requirements, remove Work, replace and retest.

Compaction Testing. 1. In accordance with ANSI/ASTM D1556, ANSI/ASTM D1557, ASTM D698, ASTM D2167, ASTM D2922, ASTM D3017 and ASTM D4253.

Compaction Testing. Embankment Compaction 1 Per Each 2-Ft Lift 1 per 500 LF Cut Section Compaction 1 Each 1 per 500 LF CSTC Compaction 1 Each 1 per 500 LF CSBC Compaction 1 Each 1 per 500 LF Ballast Compaction 1 Each 1 per 500 LF