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4419 31ST AVE SE 2018-03-30
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4419 31ST AVE SE 2018-03-30
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3/30/2018 9:32:41 AM
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3/30/2018 9:32:37 AM
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Address Document
Street Name
31ST AVE SE
Street Number
4419
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OTTO ROSENAU & ASSOCIATES, INC. <br /> Geotechnical Engineering,Construction inspection&Materials Testing <br /> CONCRETE REPORT <br /> Job Number: 16-0175 Report Number. RC353991 Permit Number: <br /> Project: Riverfront Simpson Client: Polygon Northwest <br /> Address: 4312 30th Drive SE,Everett Address: 11624 SE 5th Street,Bellevue <br /> Inspector(s): Erik Neville Date: 8/1/2017 <br /> Description/Location: <br /> Inspected reinforcing steel for foundation walls at buildings 240,256,271 and footings at buildi24J272,and <br /> 273 <br /> ed mete p1,�-a1 =for ual(siand footipgs end 2 ufer'groigndta per�site:pians at Z72,173 and 241 The;:' <br /> =1i1sp ei ivo was 'a r - o i'e don`ea-p erapproved projecf"documents. <br /> Resteel Verified: Yes 8/1/2017 Erik Neville(Grade 60) Mfg: <br /> . Placement Data _ Design{� Actual..❑ Batch Weights/Cubic Yard < <br /> Supplier: Miles Cement Obs/type): 410# Type: 1/II <br /> Mix Number: 18350FP Fine Agg.(lbs): 1520# <br /> Slump Spec: 5"±l" Coarse Agg.Obs/size): 1560# 7/8" Slag(lbs): <br /> W/C Ratio Spec: .532 Coarse Agg.(lbs/size): 300# Pea Gravel <br /> Air Spec: N/A Coarse Agg.(lbs/size): <br /> Total Yards: 55 Fly Ash(lbs): 60# <br /> Placed Via: Pump Water(lbs or gal): 30 gal. <br /> Consolidated: Yes Admixtures(specify): <br /> Required Strength: 4000 psi at 28 days. <br /> Sampling and Testing DataTime Cubic Water ` Slump Air• % Canc Temp Ambient Truck Ticket <br /> -ASTM C 172,C31. ..: -Made Yards Added .;'. C 943; C 231 C 1064; T7arap No No <br /> Cast Samples: 1-4 10:15 am 10.00 0 gal. 5" N/A 75°F 65°F C140 153796 <br /> Weather: Clear Slump Range: 5"to 6" Air%Range: - <br /> Date Samples Picked Up: 8/2/2017 Initial Curing Method: ASTM Cat,Exclude C31-12.1.5 Initial Curing Temp: ASTM C31,Exclude C3M-10.1.2 <br /> .:Comments <br /> REINFORCING/PLACEMENT: Conforms:❑ Does Not Conform:❑ <br /> COMPRESSWE 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.) (Pal)7 (other than cone) <br /> 1 8/8/17 7 4 x 8 12.69 8.8 42,160 3320 5 <br /> •=Discarded <br /> Tested in general accordance to: ASTMC39© ASTMC617❑ ASTMC1231 ❑ t <br /> Copies to: <br /> ❑Client ❑ Engineer ❑Building Dept <br /> ❑Owner ❑Q Contractor © Batch Plant Technical Responsibility: ' £7 <br /> ❑Architect ❑Others r Ha sen,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) per@ ypf- <br />
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