Laserfiche WebLink
i' <br /> • , <br /> OTTO ROSENAU & ASSOCIATES, INC. <br /> Geotechnical Engineering,Construction inspection&Materials Testing <br /> CONCRETE REPORT <br /> Job Number: 16-0175 Report Nor: RC275592 Permit Number: <br /> Pry Riverfront Simpson Client Polygon Northwest <br /> Address: 41st Street towards Snohomish River,Everett Address: 11624 SE 5th Street,Bellevue <br /> Inspector(s): Jost'Moon Date: 9/712016 <br /> Desptptn/l ovation: INspected reinforcing steel and concrete placement for stem walls and interior footings for home site 112(permit <br /> #01608-002),130(permit#01607 re __ eter footings with 2-20'ufer ground bars at home sees 107(permit <br /> #01807-126),108(01607-027),an 109 (.:- • #01607-028),The inspected work was found to be done as per <br /> approved project documents. <br /> Resteel Verified: Yes 9/7/2018 Joey Moon(Grade 60) Mfg: <br /> . ' Placement•Data • Design RI Actual ❑ BatcnWeigl.ts/CubicYard • •, <br /> Supplier. Concrete NorWest Cement(lbsftype): 410# Type: VII <br /> Mix Number: 18350FP Fine Agg.(lbs): 1520# <br /> Slump Spec: 6±" Coarse Agg.(lbs/size): 1560# 314" Slag(bs): <br /> WIC Ratio Spec: .45 Coarse Agg.(lbs/srze): 300# 3/8" <br /> Air Spec: rile Coarse Agg.(lbsisize): <br /> Total Yards: 77 Fly Ash(lbs): 60# <br /> Placed Via: Pump Water(lbs or gal): 30Gal <br /> Consolidated: Yes Admixtures(specify): <br /> Required Strength: 3000 psi at 28 days. <br /> Sampling alai Testing data Time Cubic Water, . 'Slurp Air%a Conc.Temp - it � Truck. Ticket <br /> ASTM C172,C 31 . . Made Yards Added . C 143 . 0 231 C 1064 .. Temp _ No." No. . • <br /> Cast Samples: 1 11:4.7 am 10.50 10 gal. 6" ma 75°F 69°F 0145 183432 <br /> Weather: Overcast Slump Range: 5.5"-6.5" Air%Range: <br /> Date Samples Picked Up: 918/2016 Initial Curing Method: Asrm car,Exclude C3/42.1.5 Initial Curing Temp: ASTM csr, Comes <br /> r <br /> , Comments <br /> REINFORCING/PLACEMENT': Conforms® 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.) (Sri.in.) (Lbs.) (Lbs.) (psi) (other than cone) <br /> 1 9114116 7 4 x 8 12.62 8.8 36,970 2930 <br /> }r ___ . _. _ ___..... .... <br /> Tested In general accordance to: ASTMC39 ASTMC617❑ ASTMC1231 ❑ <br /> Copies to: <br /> 0 Cliff 0 Engineer ❑ 8ulkfing Dept <br /> o Owner �i Contractor ® Batch Plant Technical Responsibility: , '.P0 <br /> 0 Architect 0 Others ' Project�_Manager <br /> .._. <br /> -,._, _, , Manag <br /> This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau S Associates,Inc. Reproduction of this <br /> report except in full,without written permission from our fern is strictly prohibited. <br /> 6747 M.L King Way S.,Seattle,Washington 98118—Phone(206)725.4600 or 1-888-OTTO4-US—Fax(206)723-2221 <br /> Form No.:ADMIN-62-04(Rev 09/06) pe_1 �___ <br />