Laserfiche WebLink
C <br />11 <br />GeoSyntec Consultants <br />Table 1 <br />Ione (MARCO) Clay Material Acceptance Testing <br />(if needed for clay admixture) <br />Table 2 <br />Foundation Layer Compliance Testing <br />Proposed <br />Proposed <br />Test <br />ASTM Method <br />Testing Frequency <br />Criteria <br />ASTM <br />(1 test per <br />Proposed Criteria/ <br />Test <br />Method <br />tonnage shown) <br />Specification <br />Particle Size <br />D422, D1140 <br />1,000 tons <br />>90% passing #200 sieve <br />Atterberg Limits <br />D4318 <br />1,000 tons <br />PI >35 <br />Water Content <br />D2216 <br />1,000 tons <br /><25% <br />Table 2 <br />Foundation Layer Compliance Testing <br />J:WLLMD\FORWARD\CLOSIJRE\REPORT\CQA REPORT 6-3 99.11.30 <br />Proposed Testing <br />Proposed <br />Test <br />ASTM Method <br />Frequency (1 test <br />Criteria <br />per in-place <br />volume shown) <br />Soil Description <br />D2488 <br />1 test per material <br />Document in-place material type <br />(visual -manual) <br />type <br />Compaction Curve <br />D1557 <br />1 test per material <br />N/A <br />(modified Proctor) <br />type <br />Density (nuclear <br />D2922 <br />5,000 cy <br />Minimum 90% relative compaction <br />gauge) <br />(ASTM D1557) <br />Layer Thickness <br />Forward will <br />2 -ft thick (minimum); CQA Team to <br />perform <br />N/A <br />review Forward's thickness <br />measurements <br />measurements <br />J:WLLMD\FORWARD\CLOSIJRE\REPORT\CQA REPORT 6-3 99.11.30 <br />