Laserfiche WebLink
CONCRETE <br />M&Associate s. Inc. REPORT NO.: 09621305CRos0322 JM -2 <br />Geotechnical Engineering a Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 6/3/2022 CONTRACTOR: Shelter Holdings <br />PROJECTM 09621305 PERMITM B2003-013 <br />PROJECT: Riveriront Bldg A INSPECTOR: Josh Mirabella <br />LOCATION: 3910 Rivertront Blvd JURISDICTION: City of Seattle <br />KA P.M.: Jeff Mercer WEATHER: rainy TEMP: 66 ° <br />Field Data <br />Concrele: yeS Other: t� <br />Supplier: adman No. 34 Site Mix: no <br />Slump Mix Air Unit <br />Time Truck# Ticket # %Air Inch Temo(Fl Temn(F) Woint <br />Location: <br />20 line, <br />Area <br />Remarks: Jeff Dewey wrote DFR for this inspection <br />Please Refer To Field Repol Number: 09621305DFR632022JD <br />Inspector: I JoshMirabella <br />Reported Batch DATA <br />Cement Type 2L <br />Design Actual <br />M No, P3D40426 <br />Cem.Lbs. VlssaiPLD 546 <br />F.Alhlbs. FI Ash 106 <br />C. As,. Los #57 1610 <br />C. Apo. Lb. #8 296 <br />C. Age Lbe <br />s.mbo Sand 1238 <br />Water <br />Adr um POZZ 80 6 <br />AdmMure Glen 7500 23 <br />Ado MA — <br />Air,, <br />(ozi, <br />Water Added On Job Site <br />(Gals.) <br />Field Test <br />ASTM Method <br />C172 <br />CI' <br />H <br />C136 <br />C1064 <br />C231 <br />Cat <br />Other <br />Laboratory Data <br />Design Strength: <br />5000 (off 28 days <br />Date Specimens Rec'd: I 6/6/2022 <br />Cyl. <br />Code <br />Test <br />Date <br />Field <br />Cure <br />Age <br />Dia. <br />Area <br />wt. <br /># <br />Max <br />Load <br />Comp. <br />Strength <br />Set <br /># <br />Tested <br />By <br />Brk <br />Typ <br />Test Method <br />ASTM C39 <br />78590-1 <br />6/10122 <br />7 <br />4.00 <br />12.57 <br />66810 <br />5320 <br />2 <br />DL <br />2 <br />ASTM C109 <br />78590-2 <br />711/22 <br />28 <br />4.00 <br />12.57 <br />86840 <br />6910 <br />2 <br />DL <br />2 <br />ASTM C617 <br />78590-3 <br />7/1/22 <br />28 <br />4.00 <br />12.57 <br />87010 <br />6920 <br />2 <br />DL <br />2 <br />ASTM C1231 <br />78590-4 <br />7/1122 <br />28 <br />4.00 <br />12.57 <br />85960 <br />6840 <br />2 <br />DL <br />2 <br />ASTM C1019 <br />78590-5 <br />7/1l22 <br />28 <br />4.00 <br />12.57 <br />86270 <br />6860 <br />2 <br />DL <br />2 <br />OTHER <br />78590-6 <br />6/6/22 <br />X <br />3 <br />4.00 <br />12.57 <br />- <br />49260 <br />3920 <br />2 <br />TK <br />2 <br />78590-7 <br />616/22 <br />X <br />3 <br />4.00 <br />12.67 <br />- <br />50790 <br />4040 <br />2 <br />TK <br />2 <br />78590-8 <br />6/6122 <br />X <br />3 <br />4.00 <br />12.57 <br />- <br />50350 <br />4010 <br />2 <br />TK <br />2 <br />Test Results <br />Remarks: <br />Results Reviewed By: <br />1 <br />Date: <br />7 �7-- <br />Conforming <br />Codes for Break <br />Types./ <br />IV i <br />1 <br />2 <br />3 <br />4 <br />L <br />5 <br />61 <br />Conotele Report <br />Offices Serving The Western United States <br />EI(ective 1T/15R020 <br />Lynnwood (425) 485-5519 a Poulsbo (360) 598-2126 e Tacoma (253) 939-2500 <br />n.na.°:anr.°.aameprowrbn.a.0 rf. s. aw...r.are.xt vameraf earwwwbn/..ww»soa.n w++�ac: u.n re vim..son.�w«.m.rrwrtis�aNfu.*wdr-..w.r....tl rs+e r...s. �.a o..f°mw... <br />atl mExFVYARkt Ph Rbna'b�b.LLtmbreAxp{xbNW MNbt a/%'�Neaf.MlwMMTLL M�myvtiryMyNyamh RRfaw FAvYa�iMtampprYN bJtlb.m.d- <br />