Laserfiche WebLink
FILL TESTING <br />TYPE AND FREQUENCY <br />TEST DESCRIPTIONT <br />TEST DESIGNATIONr�7r <br />TEST FRE UENCY <br />oiswre-Density Relationship <br />TM D-1557 <br />f• one per 5,000 cubic <br />material e <br />lace Moistu WDensity <br />STM D-2922,ASTM <br />density tests shall be <br />uclear or Drive Ring} <br />3017, ASTM D-2937 <br />each 1,000 cubic yards <br />f material placed, or at a minimum <br />f fpur & tests L= construction da <br />In -Place Density and Moisture <br />ASTM D-1556 <br />10°!0 of required density tests <br />Content Sand -Cone <br />AT Permeability I Boutwell <br />AST.M D -50W ASTM <br />One per 5,000 cubic yards placed <br />Method Falling Head Permeability <br />6391 <br />Field Tess <br />Laboratory Permeability <br />ASTM D-5084 or <br />:)nc per 10,000 cubic yards placed <br />modified USER E 9600 <br />LuEgM Limits <br />ASTM D-4318 <br />Dne 2E 5 000 cubic ynds pl&cW— <br />Fait Cirain Size Distribution <br />ASTM D-422)no <br />per 5,000 cubic yards placed or <br />1 per construction day and a minorum <br />material e <br />Standard Classification <br />STM D-2487 <br />per 5,000 cubic yards placed or <br />r construction day and a minmumma <br />Lil <br />er terial <br />usual tion <br />D-2488 <br />0 6.3 ACCEPTANCE CRITERIA <br />6.3.1 GENE1tAL <br />Where test results indicate that the lift thickness, maximum particle size, and/or in-place <br />density/moisture content, or the hydraulic conductivity of any portion of the fill does not <br />satisfy the project requirements, that particular portion shall be re -worked or replaced <br />then retested until the required condition has been attained and the resulting product <br />meets or exceeds the Project Specifications. No additional fill shall be placed over an <br />area until the existing fill has been tested horizontally and vertically and determined by <br />the CQA Monitor to meet the Earthwork Specifications of this document, The area to be <br />reworked will be verified by survey if in the opinion of the CQA Monitor conditions <br />warrant this detail. <br />If, in the opinion of the Geotechnical CQA Consultant or his designated representative, <br />fill materials which have been placed andlor are ready to be placed, do not visually have a <br />uniform and homogeneous material characteristic and moisture content throughout, these <br />materials will be removed, without testing, and will be reprocessed and/or reworked until, <br />in the opinion of the Geotechnical CQA Consultant or his designated representative, they <br />meet the Project Specifications. <br />-13- <br />Geologic Associates <br />