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Selland Construction Prevailing <br />Job Name: Ellensburg Rodeo Arena Improvements <br />Cost Code: 98-005 <br />Code Descrintion <br />Cost Code Review <br />T&M: Overexc. & Rock Placement F <br />Class Reg. Hours OT Hours <br />Job Code: 2550-30 <br />TN <br />Other Hours <br />Production Quantities: 0.000 <br />2347 ANTONIO SISCO <br />1D363 2012CAT 930H Loader <br />1192 JOSHUASAMPSON <br />2541 PARKER BERMAN <br />BH354 2O2l Komalsu PC238 Exc <br />2566 DYLAN BROWN <br />0.50 <br />0.50 <br />1.50 <br />1.s0 <br />1.50 <br />0.50 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />350 <br />210 <br />310 <br />810 <br />Labor Totals: <br />Equip Totals: <br />Hours - <br />Hours - <br />4.0 <br />2.0 <br />Company Note: <br />Inspector Note: <br />lndexes: <br />There was an engineering error on depths on an already dug footing the had already had a .5 over excavation don't in the spread <br />footing location. Wtfr wai already at the groundwater depth it was a f9.5 footing callout and the depth of bottle. Of footing was <br />1568.00 which was about .75 below the water table. <br />This build was an error on the engineers behalf and really should have been a bottom of footing at 1569.5. <br />This was all built up with base course and compacted in. <br />This task took a hour <br />The other half hour on this days T&M was the amount of time to over excavate the east building continues footing locations in <br />between the spread footings. <br />The continues footing on this building stays about .75 higher then the spread footings. ln this separations of elevations between the <br />two builds is the difference of the spiead footings being on a non yielding surface and the continues footing wall being on a yielding <br />surface beyond what would pass for a stable base. Over excavation is essential into getting our stable non yielding base to build on. <br />Attendance/Non-Use Codes included in Hours: None / None <br />on: <br />Date: <br />B/0sn126 <br />Page 5