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Page I of I <br />12 <br />n®aZal1&Associates,lnc. Field <br />Geotechnical Engineering . Environmental Engineering Report NU.:09623533DFRIO1923MPC <br />Construction Testing and Inspection <br />DATE: 10/19/2023 Set Count: CONTRACTOR: Select <br />PROJECT #: 09623533 PERMIT #: <br />PROJECT: South Pointe Plaza Suite #1 INSPECTOR: Madhab Paudel/Eddie Canfield <br />LOCATION: 10121 Evergreen Way JURISDICTION: City of Everett <br />KA P.M.: Jeff Mercer WEATHER: Partly Cloudy TEMP: 63° F <br />A Krazan and Associates, Inc. representative was on site today for material testing & inspection. Upon arriving on site met with <br />contractor and location, design & other requirements were noted. While on site we did following inspection: <br />Adhesive Anchor: Contractor drilled the total 20 holes horizontally on existing slab on grade and installed #3 dowels with <br />minimum embedment 6 inch @ 12-inch OC with epoxy as per 1/S-502. <br />All holes were cleaned with the appropriate wire brush and vacuum. Epoxy used was Hilti HIT-RY 200-R V3 with an expiration <br />date of 06/30/2024. An adequate amount of epoxy was used to completely encapsulate the embedded portion of the dowels. All <br />anchors were installed in accordance with the Manufacturers Printed Installation Instructions. <br />Reinforcing Steel Placement: We observed the placement of reinforcing steel for HSS column footing. We verified the <br />placement of reinforcing steel for size, grade, count, spacing, clearances, lap and general overall placement. In our opinion, the <br />reinforcing steel was placed in general conformance to the approved structural plans and specifications (Refer S-101, 1/5-502). <br />Concrete Placement: Total 3 cubic yards of (Miles) concrete was poured on HSS column footing had mix no. 0260AC6 with <br />minimum design compressive strength 4500 psi at 28 days. The concrete had acceptable level of air, slump & temperature. The <br />concrete was poured via wheelbarrow. One set of 4x8 cure concrete cylinders were cast. Reference the concrete report <br />09623533 CR 10192023MP. <br />Reviewed By: <br />0 AA- <br />ASTM Test #: <br />I <br />Asset Numbers : <br />To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and <br />regulatory requirements. <br />Superintendent/Representative: Technician: <br />I C <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 a Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />Theinf alionpmtddWontalionndulin, OM aroj oeSitesoeof@e eliml.ThistrameWeS. berepmduati lnsubjrmlomimm@exrillm pumiuion o(Ihcalimtand Kravn&Auociate. This report <br />iMioalaomrimpectorsy of roeulo and nfm alion oms Site mr sitr niriliex This information uaubjM lo«view prior so final submittal. Oy signing Uis rgron,owiiupenor does nd acapl <br />resporsibiliN for validity of minty Thesame infmmalien hu been pmrided by alhus on site The tal resulR apply onM to Ne speciac loalionz, aM ilnna impaed or Irsl<d Tmnplate Nle ILL'420iJ <br />