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OCT-24-2093 15:34 KROEKER, INC. 1 559 268 3366 P.07i08 <br /> Krazan& Associates , Inc . Permit No. <br /> GEOTECHNICAL ENGNEERING s ENVIRONMENTAL ENGINEERING <br /> CONSMUCION TESTING ANO MPECTION DSA File/Apps. No. <br /> 0SHP0 No. <br /> '-ATC: . 1 <br /> PROJE(:T #: Q?�L,� 3� 2 --^ TESTS TO BE CONDUCTED _..^ <br /> Qty _ Code p `Description —j <br /> PROJECT: <br /> Ta:CI4NIC:IAN1EMPLOYEE N: _ _,._ .._.-- <br /> LOGGED BY: _ ... ....----- ---- _........ <br /> KRAZAN PROJECT MANAGER: <br /> r SOILS <br /> Crave # _ _ - <br /> i <br /> Location <br /> Tact # - <br /> =wring # <br /> T REPORT TEST RESULTS 70: <br /> Depth <br /> SUEIGRADE ❑ FILL ❑ AGG BASE ❑ - <br /> CONCRETE ❑ MASONRY ❑ ASPHALT ❑ OTHER <br /> 5x,12 Prisms / Mortar Hot Sample <br /> Core Grout / Core ` Core _ <br /> LOCATION SAMPLED FROM: k4,04 rY�oJS*It�/� <br /> Supplier Time Sampled <br /> rcket '' Slump <br /> Mix 017ype Set # 1 2 3 4 5 6 7 S of 1 2_1 4 5 6 7 8 <br /> Design strength (psi) Air Tamp <br /> Cement: (Sack/yd) Mix Ternp <br /> Max. Agg. Size (in) Unit Weight <br /> Admixture Oil/Air Content <br /> Core: ' 11- 7-day, air dry ❑ 40 hrs. soak _ Total in. Diameter in. <br /> SAMPLE TEST DATE AGE LOAD AREA UD STRENGTH FRACTURE <br /> i <br /> ISS <br /> E� <br /> -7 <br /> I rr <br /> ❑ CP'HEWNOTES: <br /> FILE COPY <br />