Laserfiche WebLink
OTTO ROSENAU & ASSOCIATES, INC. <br /> Geotechnical Engineering, Construction Inspection & Materials Testing <br /> CONCRETE REPORT <br /> Job Number: 22-0835 Report Number: RC448519 Permit Number: B2208-t98.1 09 <br /> Project: Middle Earth Holdings Foundation Client: Helion Energy, Inc. <br /> Address: 1313 75th Street SW, Everett Date: 12/15/2022 <br /> Inspector(s): John Fraser <br /> Description/Location: Project Rat Slab on Grade <br /> Rebar Verified: Yes Mfg: <br /> Placement Data Design 0 Actual ❑ Batch Weights/Cubic Yard <br /> Supplier: Cadman Cement(lbs/type): 515# Type: PLC <br /> Mix Number: P5C44436 Fine Agg. (lbs): 1276# <br /> Slump Spec: 6"±1" Coarse Agg. (lbs/size): 1614##57 Slag (lbs): <br /> W/C Ratio Spec: 0.43 Coarse Agg. (lbs/size): 294##8 <br /> Air Spec: NA Coarse Agg. (lbs/size): <br /> Total Yards: 26 Fly Ash (lbs): 85# <br /> Placed Via: Boom Pump Water(Ibs or gal): 265# <br /> Consolidated: Yes Admixtures (specify): 7 oz. GLENIUM 7500,6 oz. POZZOLITH 80 <br /> Required Strength: 5000 psi @ 28 days <br /> Sampling and Testing Data Time Cubic Water Slump Air% Conc.Temp Ambient Truck Ticket <br /> ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. <br /> Cast Samples: 1-4 3:15 pm 10.00 13 gal. 5.25' NA% 59°F 53°F 507 1345231 <br /> Weather: Inside Slump Range: 5"-7" Air% Range: NA <br /> Date Samples Picked Up: 12/16/2022 Initial Curing Method: ASTM c31,Exclude c31-12.1.5 Initial Curing Tmp: ASTM c31,Exclude c31-10.12 <br /> Comments <br /> Placed per ACI criteria <br /> REINFORCING/PLACEMENT: Conforms:W Does Not Conform: ❑ <br /> COMPRESSIVE TEST RESULTS Fracture Type <br /> Specimen Test Field Age Size Daily Average Weight Max Load Strength (other <br /> Number Date Cure (Days) (in.) Area (Sq.In.) Diam. (In.) (Lbs.) (Lbs.) (psi) than cone) <br /> 1 12/22/2022 7 4 x 8 12.57 4.00 8.7 61,580 4900 5 <br /> 2 01/12/2023 28 4 x 8 12.57 4.00 8.7 89,630 7130 5 <br /> 3 01/12/2023 28 4 x 8 12.57 4.00 8.8 89,520 7120 5 <br /> 4 01/12/2023 28 4 x 8 12.57 4.00 8.7 86,580 6890 5 <br /> 28-day Average PSI: 7050 <br /> *=Discarded <br /> Tested in general accordance to: ASTMC39 ❑./ ASTMC617 ❑ ASTMC1231 ❑ <br /> Copies to: Date: 2023.01 .19 <br /> ❑ Client ❑d Engineer WOthers ���tc cw 05:41 :41 -08'00' <br /> ❑d Owner ❑d Contractor Technical Responsibility: <br /> ❑ Architect ❑./ Building Dept Isaac Ruoff, Project Manager <br /> This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau&Associates, Inc. Reproduction of this <br /> report except in full,without written permission from our firm is strictly prohibited. <br /> 6747 M.L. King Way S.,Seattle,Washington 98118-Phone(206)725-4600-Fax(206)723-2221 <br /> Form No.:ADMIN-62-04 (Rev 09/06) Page 1 of 1 <br />