Rodarte Construction Inc 2/14/2018

I PART 3 EXECUTION 3.1 FIELD TESTING SCHEDULE 1 A. The CONTRACTOR shall complete field testing in accordance with the following schedule and applicable standards.Additional source material testing shall be completed as necessary to establish the basis of field tests. The frequency of testing listed in this schedule lists the minimum number of tests per quantity of work completed by the CONTRACTOR. Testing locations to be determined by the ENGINEER. ' Payment material to be Tested Responsibility or: .. . Minimum TestingiFrequency , Anitial Testing.: ' In-place compaction testing(w/nuclear compaction gage)performed at 2-foot elevation increments, one test I Structural Backfill OWNER per 2,500 sf of material placed. See Article 3.5, Field Quality Control of Section 31 23 17,Trenching for further details on testing requirements. , In-place compaction testing(w/nuclear compaction gage)performed at 2-foot elevation increments, one test per 200 lineal feet of pipeline trench as measured along Trench Backfill OWNER pipe centerline. ENGINEER may reduce frequency to one test per lift for every 1,500 lineal feet of pipeline trench when satisfied with CONTRACTOR's method of compaction. See Article 3.16, Field Quality Control of Section 31 23 17,Trenching for further details. As required when placed. See detailed requirements in I Asphalt Concrete OWNER Article 1.04, Quality Assurance of Section 32 12 16.13, Asphalt Paving. I Material torbe Payment Minimum Testing Frequency Tested Responsibility ' Concrete OWNER As required when placed. See detailed requirements in Section 03 11 00, Concrete Work. — I Waterline— As required. See Section 33 13 00,Testing& Hydrostatic testing CONTRACTOR I and disinfection Disinfection of Water Utility Piping. Sanitary and Storm As required. See Section 33 01 30.13, Sewer and Utility Piping, CONTRACTOR Manhole Testing , Manholes END OF SECTION 1 Legion Golf Course Stormwater Detention Project Quality Control 1 WO#UP3620 01 45 00 -4