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7825 EVERGREEN WAY RODDA PAINT AND DECOR 2018-01-01 MF Import
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7825 EVERGREEN WAY RODDA PAINT AND DECOR 2018-01-01 MF Import
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Last modified
10/19/2018 1:35:42 PM
Creation date
10/19/2018 1:14:41 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
7825
Tenant Name
RODDA PAINT AND DECOR
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OTTO ROSENAU & ASSOCiATES, INC. <br />Geotechnical Engineering, Construction Inspeciion 8 Materials Testing <br />CONCRETEREPORT <br />Jo� Number: 11•0661 Reporl Number: RC247?97 Permil Number: B1110-009 <br />Projecl: Rodda Paint <br />Address: 7825 Evergreen Way, Everetl <br />Inspeclor(s): Mark Gray <br />Client: Davis Schueller, Inc. <br />Address: 20700 4�ith Avenue W, Suile 280, Lynnwood <br />Date: 12/2I2011 <br />Description/Location: Column footings, foundation level, per approved plan. General notes and revised engineer drawings onsite. <br />Resteel Verifed: Yes 12/2/2071 Mark Gray (Grade fi0) <br />M(g: Nucor <br />Placement Data . . Design �� �Actual � Batch WeightslCubic Yard <br />Supplier. Cemex Cement Qbs/typej: 376tR Type: Uli <br />Miz Num�er: 15'13797 fine Agg. (Ibs): 1575# <br />Slum�, opec: 4+/- 1" Coarse Agg. (Ibs/size): 1653# #57 <br />W/C Ratio Spec 66 Coarse Agg. (Ibs/size)' 200# �8 <br />Air Spec: IJA Coarse Agg. (Ibs/size): <br />Total Yards: 5.5 Fly Ash (Ibs): <br />Placed Via: 1^'neelbarrow Water Qbs or gal): 25�# <br />Consolidated' Yes Admixtures (specify): 1 �.6 oz. WRDA-6a <br />Required Slrenglh: 3000 psi <br />Sampling and Testing Data Time Cubic Water Slump Air %a Conc.Temp <br />ASTM C �72, C 31 Madc Yards Added C 143 C 231 �C 1064 <br />Cast Samples: 1-4 1:30 pm 5.00 0 gal. 5" 59°F <br />Slag (Ibs): <br />Amhient Truck Ticket <br />Temp No. No. <br />51°F 4788 24104200 <br />Wcalher Inside Slump Range: 3-5" Air % Range: <br />Dale Samples Picked Up: 12/5/2011 Initial Curing Method: nsrrn cn,r.���e� cai ,a, s In�tial Curing Temp: nsrr.+cai, e..��.,a�cv.,o, z <br />Comments <br />REINFORCWG 1 PLACEMENT: Conforms ./❑ �oes Not Conform J <br />COMPRESSIVE TEST RESULTS <br />Specimen Tesl Fieid Age Size Area Weighl Max Load Slrenglh Fraclure Type <br />Number Dalc Ciae (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other Ihzn cone) <br />�--- - -- ---- --�------- __. <br />1 12/9/11 7 4 x 8 12.63 8J2 19,480 1540 .... _ 2... <br />__..- ----- ---... _ . . .— .--....__ _ ..-------- _ _.. _-- ------... . .. _. . . <br />'= Oudvtletl <br />Tested in gencral accordance lo: ASTMC39 �j ASTMC617 �J ASTMC1231 j�j <br />Copies lo � � <br />� 1 Client �Jj Enyineer [J� Buildin9 Dept ��� <br />(_j Owner [J� Contractoi �j (3alch PIaN Technical ResponsioiGly _ __ . _ __ . . . . <br />�.- � Archilecl � J Other, a� er �8 �s n, Projer.t Manager <br />"fhis report applies o:iry lo Ihe ilems tesled or reported and is the exclusive praperty ol 011o Rosenau 8 Associates, Inc. Repmtluction of Ihis <br />reporl excepl in Iull, vdthau� wrillen permission from our firm is stncUy prohibded. <br />6747 M l. King Way S., Scalllc, Washington 98118 — Phone (206) 725-0600 or 1�888-0TT0�4-US — Faz (206) 723-2'1.21 <br />form No.: ADMIN-62-04 (Rev 09106) P' <br />��3 <br />
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