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3301 31ST DR 2021-05-17
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3301 31ST DR 2021-05-17
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5/17/2021 2:20:52 PM
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5/17/2021 1:57:17 PM
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Street Name
31ST DR
Street Number
3301
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OTTO ROSENAU & ASSOCIATES, INC. <br /> Geotechnical Engineering, Construction Inspection&Materials Testing <br /> CONCRETE REPORT <br /> Job Number: 16-0804f Report Number: RC327409 Permit Number: C1604-020 thru 025 <br /> Project: Eclipse Townhomes-Bldg.2 Client: Polygon Northwest <br /> Address: 3301 31st Drive, Everett Address: 11624 SE 5th Street, Bellevue <br /> Inspector(s): Essaw Tesema Date: 3/31/2017 <br /> Description/Location: Inspected reinforcing steel and concrete placement per CT-013 and S1.0 for a mat slap repair. Reinforcing steel <br /> was inspected for type,size, grade, lap splice,and spacing. The inspected work was located at gridlines A.5/2.8 <br /> and A.5/6.3 for a 6'x9'hole cut to adjust plumbing line at two places. <br /> Restee!Verified: Yes 3/31/2017 Essaw Tesema(Grade 60) Mfg: Cascade j <br /> Placement Data Design ,V Actual n Batch Weights/Cubic Yard <br /> Supplier: Miles Cement(Ibs/type): 564# Type: I/II <br /> Mix Number: 01600P Fine Agg. (Ibs): 1400# <br /> Slump Spec: 4"±1" Coarse Agg. (lbs/size): 1550# #57 Slag(Ibs): <br /> W/C Ratio Spec: 0.496 Coarse Agg. (lbs/size): 300# #8 <br /> Air Spec: n/a Coarse Agg.(Ibs/size): <br /> Total Yards: 10 Fly Ash(Ibs): <br /> Placed Via: Pump Water(Ibs or gal): 34 gal. <br /> Consolidated: Yes Admixtures(specify): 16.9 oz.MB NC 534 <br /> Required Strength: 3000 psi at 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 11:05 am 10.00 15 gal. 5.75" n/a 70°F 48°F C013 189307 <br /> Weather: Partly Cloudy Slump Range: 5.75" Air% Range: n/a <br /> Date Samples Picked Up: 4/3/2017 Initial Curing Method: ASTM C31,Exclude C31-12.1.5 Initial Curing Temp: ASTM c31,Exclude car-to.1.2 <br /> Comments <br /> REINFORCING/PLACEMENT: Conforms:LJ Does Not Conform: ❑ <br /> COMPRESSIVE TEST RESULTS <br /> Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type <br /> Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) <br /> 1 4/7/17 7 4 x 8 12.62 9 46,020 3650 5 <br /> .=Discarded <br /> Tested in general accordance to: ASTMC39 kei ASTMC617 1 ASTMC1231 n <br /> Copies to: % <br /> Li Client [i[ Engineer [ ) Building Dept <br /> ❑ Owner IV] Contractor Batch Plant Technical Responsibility. <br /> [] Architect ]] Others Water Hansen, 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 or 1-888-OTTO-4-US—Fax(206)723-2221 <br /> Form No.:ADMIN-62-04(Rev 09/06) Page 1 of 1 <br />
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