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Kleinfelder West, Inc. LEA 082 <br />V <br />- -------- — -------- <br />Ea r"work/Lab Earthwork/Field <br />Earthwork <br />Sol[ Soil Compaction <br />Fill Placement <br />®-Aggregate <br />Foundation <br />Asphalt Concrete <br />� CaissonslP�les <br />Reinlorcin Steel <br />Reinforcing Steel <br />Re -Bar and Bend <br />Welding <br />Multi -Wire Strand <br />F-1 Chemical Analysis <br />Concrete <br />Batch Plant <br />Concrete <br />Re -Bar and Concrete Sampling <br />Mak�ingLCurinq Specimens <br />Pre —stressed Concrete <br />E Drilled Cores f Beams <br />[:�Shotcrete <br />Z Compressive Strength <br />Fiber Reinforced Concrete <br />LengthNN, <br />Epoxy— <br />rTFlexural Strength <br />------ ------- <br />R <br />[:I Reinforced Gypsum <br />Lightweight Concrete <br />Z Post Installed Anchors <br />Mix Design Review <br />❑ Splitting Tensile <br />Masonry <br />Post Installed Anchors <br />'ba"fich, Plant <br />Torque Proof Load <br />Masonry Placement <br />Z Post Installed Anchors <br />Masonry <br />g uring..Specimens <br />Making <br />Structural Metals <br />Grout Compressive Strength <br />Welding <br />_Pris�m Compressive Stren th <br />i h Strength Bolting <br />Z Unit Compr. StrW �th Absor lion <br />Spray-Applied Fireproofing <br />Dimensions <br />Masonry Shear <br />Drying Shrinkage <br />Other Inspection Services: <br />Metals/Lab Metals/Field N_D.T <br />Structural Steel liquid Penetrant <br />"R <br />Tension" Magnetic Particle <br />Bend N,Ultrasonic <br />Density of SFRM <br />High Strength Bolt Radiographic <br />F-1 Tension <br />Other Tests: <br />Hardness <br />❑ Charpy V Notch <br />Roofing <br />El Tiles <br />Approved by: Date: February 14, 2017 <br />Division of the State Architect LEA Acceptance for Kleinfelder West, Inc., LEA# 082 is effective <br />until July 1, 2020. <br />1102 Q Street, Suite 5100 Sacramento, California 95811 (016) 445-8100 <br />&iibsp; <br />C fl) COU1161 <br />&iihsp; 21 &iidash;&nbsp; 166 <br />7/6/2021 <br />,Vzlll)sp. <br />