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Intergenerational Recreation Center Page-3- <br /> AACE Proposal No.P14-392 <br /> Proposed Testing Frequency <br /> Unless otherwise requested,the following in-place density testing frequencies will be used for the subject project(based on <br /> the accepted industry standard for projects such as TMC). <br /> Mass Site Fill <br /> Natural Ground-1 test performed 1 foot into natural ground(after stripping and grubbing)per 5,000 square feet; <br /> Embankment/Filled Area-1 test per 5,000 square feet,per lift of fill; <br /> Roadways: <br /> Stabilized Subgrade-1 test per 200 lineal feet,per travel direction; <br /> Base Course-1 test(1 lift except for entrance road-2 lifts)per 200 lineal feet,per travel direction; <br /> Curb pads-1 test per 200 lineal feet, <br /> Sidewalks-1 test per 200 lineal feet,per 12-inch lift of embankment; <br /> Padang Lot: <br /> Natural Ground-1 test performed 1 foot into natural ground(after stripping and grubbing)per 5,000 square feet; <br /> Embankment/Filled Area- 1 test per 5,000 square feet,per lift of fill; <br /> Stabilized Subgrade-1 test per 5,000 square feet, <br /> Base Course-1 test(assuming base constructed in one lift)per 5,000 square feet; <br /> Buildings: <br /> Pad Fill-1 test per 2,000 square feet,per lift of fill; <br /> Continuous Footings-1 test performed 1 foot into bottom of footing excavation per every 50 feet of footing; <br /> Column/Isolated Footings-Minimum of 1 test performed 1 foot into bottom of footing excavation per footing, <br /> Drainage: <br /> Structures-One(1)test per lift of backfill,from bottom of structure to top of structure.(Fill placed on all sides <br /> of structure is probed with a manual probe rod to confirm uniform compactive effort); <br /> Piping-1 test per 200 lineal feet(or per backfill/open cut operation)per lift along side of pipe to top-of-pipe,then <br /> every 1 foot of fill atop pipe thereafter; <br /> Utilities: <br /> Sanitary Sewer Pipe-1 test per 200 lineal feet(or per backfill/open cut operation)per lift along side of pipe to top- <br /> of-pipe,then every 1 foot of fill atop pipe thereafter; <br /> Water Main- 1 test per 200 lineal feet of pipe (or per backfill/open cut operation)per lift from top-of-pipe to <br /> finished grade + 1 test per 200 lineal feet for pipe bedding. We have assumed a maximum of 3 feet of cover for <br /> water main backfill; <br /> Misc. Electrical/Plumbing/Irrigation/I.T. Conduit- 1 test per 200 lineal feet of pipe (or per backfill/open cut <br /> operation)per lift from top-of-pipe to finished grade. <br /> Concrete/Grout Testing: <br /> A minimum of one set of four(4) cylinders will be made for every pour,and for each 50 cubic yards for larger <br /> pours; <br /> One slump test will be performed for every pour,and for each 50 cubic yards for larger pours; <br /> 98 <br />