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4329 RIVERFRONT BLVD 2019-03-14
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4329 RIVERFRONT BLVD 2019-03-14
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3/14/2019 3:04:31 PM
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3/14/2019 3:04:28 PM
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Address Document
Street Name
RIVERFRONT BLVD
Street Number
4329
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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: RC370386 Permit Number: various <br /> Project: Riverfront Simpson Client: Polygon Northwest <br /> Address: 4312 30th Drive SE,Everett Address: 11624 SE 5th Street,Bellevue <br /> Inspector(s): John Fraser Date: 5/2/2018 <br /> Description/Location: Inspected reinforcing steel and concrete placement for footings and interior/perimeter stem walls for units 204 <br /> and 205. Exterior footings for units 144 and 145 with UFER ground anchor rods and straps verified.The <br /> inspected work was found to be done as per approved project documents. <br /> 204-4506 29th Avenue SE-C1708-027 <br /> 205-4504 29th Avenue SE-C1708-014 <br /> 144-4331 Riverfront Blvd.-C1801-007 <br /> 145-4329 Riverfront Blvd.-C1801-009 <br /> Rebar Verified: Yes 5/2/2018 John Fraser(Grade 60) Mfg: Cascade <br /> Placement Data Design Sji Actual ❑ 'Batch Weights/CubicYard <br /> Supplier: Miles Cement(lbs/type): 410# Type: I/II <br /> Mix Number: 18350FP Fine Agg.(lbs): 1570# <br /> Slump Spec: 4"±l" Coarse Agg.(lbs/size): 1650 lbs.7/8" Slag(lbs): <br /> W/C Ratio Spec: 0.45 Coarse Agg.(lbs/size): 200 lbs.#8 <br /> Air Spec: n/a Coarse Agg.(lbs/size): <br /> Total Yards: 40 Fly Ash(lbs): 60# <br /> Placed Via: Pump Water(lbs or gal): 30gal <br /> Consolidated: Yes Admixtures(specify): <br /> Required Strength: 3000 psi @ 28 days <br /> •gamphrsg and Testing Data Time Cubic Water s' Slump Air% • Conc•Temp Ambient Trick Ticket <br /> ASTM..o172,;.0.31- Made Yards Added.: C-143 C 231. •1 C 1064 Temp:; No No. <br /> Cast Samples: 1-4 12:50 pm 10.00 15 gal. 5" n/a 67°F 64°F C140 105046 <br /> Weather: Clear Slump Range: 3"-5" Air%Range: n/a <br /> Date Samples Picked Up: 5/3/2018 Initial Curing Method: ASTM c31,Exclude C31-12.1.5 Initial Curing Temp: ASTM c31,Exclude C31-10.1.2 <br /> _ Comments"-, t <br /> Placed per ACI criteria. <br /> REINFORCING/PLACEMENT: Conforms:0 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 5/9/18 7 4 x 8 12.5 8.8 37,840 3030 3 <br /> *=Discarded <br /> Tested in general accordance to: ASTMC39[] ASTMC617❑ ASTMC1231 ❑ <br /> Copies to: <br /> ❑ Client ❑ Engineer © Batch Plant / <br /> /� ff <br /> ❑ Owner ❑J Contractor ❑Others Technical Responsibility: <br /> ❑Architect ❑ Building Dept alter 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. is <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) <br /> Page 1 ALA-- <br />
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