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20225 Cedar Valley Rd Ste 110 <br /> Lynnwood, WA 98036-6365 MAYES I Irerracon <br /> 425-742-9360 <br /> MASONRY BLOCK PRISM REPORT <br /> Report Number: M7211390.0066B <br /> Service Date: 5/19/22 <br /> Report Date: 6/18/22 <br /> Task: <br /> Client Proiect <br /> Vanir Construction Management Inc Merrill Creek Operations Base Main&Ops Bldg Exp Phase 3 <br /> Attn:John Wright 7000 Hardeson Road <br /> 707 S.Grady Way,Suite 120 use middle driveway off 7100 Hardeson Road <br /> Renton,WA 98057 Everett,WA <br /> Project No. M7211390 <br /> FIELD DATA(ASTM C 1314) Permit No.: <br /> Date Laid: 5/19/2022 Mortar Producer: <br /> Type of Unit: Mid Weight CMU Design f c/28 days: 1800 psi <br /> ASTM/UBC Spec: ASTM C90 Mix Proportions: <br /> Size of Unit: 10"x9"X16" Cement: <br /> Unit PSI Req.: 2000 Lime: <br /> Sand: <br /> Design F'm: 2000 psi Water: <br /> Date Grouted: <br /> Mortar/Grout as spec: Yes 0 No ❑ Grout Producer: Smokey Point Concrete <br /> Air Temp: 58°F Design f c/28 days: 2000 psi Fly Ash: <br /> Mortar Temp: Mix Proportions: Gravel: <br /> Grout Temp: 64°F Cement: Water: <br /> Sand: WRA: <br /> Remarks/Locations: CMU shear walls, grid lines N/from 1 to 4 and at N.4/2 0 to 54" <br /> Date Sample Received by Lab: 5/23/2022 Tested By: K. Bellows <br /> Compression Test Machine Information: <br /> Diameter of Spherical Seat: 8.50 <br /> Req. Upper Bearing Plate Thickness: 2.33 Provided Upper Bearing Plate Thickness: 3.80 <br /> Req. Lower Bearing Plate Thickness: 0.00 Provided Lower Bearing Plate Thickness: 5.00 <br /> COMPRESSION TEST RESULTS <br /> (ASTM C1314) <br /> Lab No. Date Tested Age Yes Grouted <br /> H/T Factor LoTdtal Net Area (sq. Strength PSII/Iwith Te Fra tune <br /> 5652 1/28/00 28 X 1.765 0.932 238350 74.01 3220 3000 CSh <br /> 5653 1/28/00 28 X 1.760 0.928 245430 74.16 3310 3070 CB <br /> 5654 1/28/00 28 X 1.775 0.932 236510 74.32 3180 2970 CS <br /> Mayes Rep: Michael Mattox Contractor: Henson <br /> Reported To: <br /> Report Distribution <br /> (1)Vanir Construction Management Inc,John Wright (1)"^Mayes Testing Engineers, Inc, Donna ,. �y <br /> (1)City of Everett WA,Kurt Keck (1)Mayes Testing Engineers,Inc,Todd Wirtz Reviewed By: Wit�'f AJC <br /> (1)Community Transit,LarryDaubenmire (1) Vanir Construction Management Inc, Dan Zenaida Revilla <br /> (1)Jimale Technical Services LLC,Tom Donnelly (1)1-1 Laboratory Construction Management Inc,John Laboratory Manager <br /> Notes:Sketches or photos of prism failure modes are maintained on file with report,and can be viewed on request.All testing performed in accordance with applicable ASTM's except C1314,11.1.3—"recording field <br /> temperature." Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc.Legend:CB:Conical Break,CSh:Cone&Shear,CSp: <br /> Cone&Split,TB:Tension Break,SCB:Semi-Conical Break,SB:Shear Break,FSS:Face Shell Separation <br /> The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods.This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the <br /> written consent of our company.Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or <br /> identical materials. <br /> Dacie 1 Of 1 MTE 1210-2C, Rev 6, 6/13/11 <br />