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TECHNICAL SPECIFICATIONS <br />e. CQA test results, including date, test locations and resolutions of deficient test results <br />f. Copies of surveyors certificate <br />g. Fill temperature monitoring results <br />IL Staff schedule summary <br />i. A description of significant construction problems and the resolution of these problems <br />j. Changes to the DRAWINGS or SPECIFICATIONS and the justification for these changes <br />k. Record drawings <br />1. A statement certifying that construction was completed in compliance with the DRAWINGS <br />and SPECIFICATIONS. Signed and sealed by the CERTIFYING ENGINEER registered <br />in the State of Colorado. <br />TABLE 01400.1 -1 <br />SOIL CONSTRUCTION TESTING FREQUENCY VOLUME PER TEST <br />Test and ASTM <br />Subgrade <br />Select Structural <br />Drain Cover Fill <br />Soil Liner Fill <br />Designation <br />c <br />Fill (c <br />c <br />c <br />Compaction <br />5,000 <br />5,000 <br />-- <br />4,000 <br />ASTM D698 <br />Particle Size' <br />ASTM CI 17, C136, D1140 <br />5,000 <br />5,000 <br />1,000 <br />4,000 <br />Atterberg Limit <br />ASTM D4318 <br />-- <br />-- <br />1,000 <br />4,000 <br />Moisture Content3 <br />ASTM D2216 <br />500 <br />500 <br />1,000 <br />500 <br />Permeabilitv4 <br />ASTM D5084/2434 <br />- <br />- <br />- <br />- <br />- <br />- <br />4,000 <br />Nuclear Density5 <br />(ASTM D2922) <br />500 <br />500 <br />-- <br />500 <br />Notes: <br />1) Tests shall be performed at the specified frequency or one per material type, whichever is greater. <br />2) Use the USCS for description and identification (ASTM D2488). <br />3) In -place Moisture Content <br />4) Permeability testing will be performed during the processing of the Soil Liner Fill material, certifying the <br />processed stockpile. <br />5) Nuclear densitv testing shall be conducted at the specified freauencv with at least one test Der lift. Der day. <br />whichever is greater. <br />END OF SECTION 01400.1 <br />Earthworks Construction Quality Assurance (CQA) Plan September 24, 2013 <br />01400.1 -7 Revision 1 <br />S \Projects \1550 - CC &V Field Spt CQA PSES Bldg \8 0 Project Engineering and Design \8 2 SpecrScahons\PSES Pipe Rack Liner Extension SpecficationsUndtvidual Specification <br />Sections \01400 1 RI Earthworks CQA docx <br />