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3910 RIVERFRONT BLVD BLDG A 2025-08-15
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3910 RIVERFRONT BLVD BLDG A 2025-08-15
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Last modified
8/15/2025 3:32:27 PM
Creation date
6/20/2025 10:55:49 AM
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Address Document
Street Name
RIVERFRONT BLVD
Street Number
3910
Tenant Name
BLDG A
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CONCRETE <br />_.. ,� -az & A s so c i a t e s. Inc. _ REPORT NO.. 09621306CR042622•FALSE <br />Geotechnical Engineering a Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 4/26/2022 CONTRACTOR: _Sheller Holdings <br />PROJECTM 09621305 PERMIT* B2003-013 <br />PROJECT: Rivertront Bldg A INSPECTOR: Chris Cleary, Jerry Gelder <br />LOCATION: 3910 Riverfiont Bldg JURISDICTION: Everett <br />KA P.M.: Jeff Mercer WEATHER: Cloudy TEMP: 55 ° <br />Reid Data <br />Concrete: EX —� other: N/A <br />Supplier. Cadman—� Plant No. 34 Site Mix: N/A <br />Slump Mix Air Unit <br />Time Truck Ticket# %Air Inch Tema(F) Temn(F1 w..mht <br />Location: <br />Placement Area <br />Building A, columns at grid lines 18/1-1, 18/I, 18/J, 18/K, 19/1-1, 19/I, <br />20/1-1 and 20/1 <br />Remarks: Concrete was placed via boom pump and mechanically vibrated. <br />11 cy load. Concrete Report #47 <br />Please Refer To Field Repot Number <br />Inspector: Chris Clea , Je Gelder <br />Reported Batch DATA <br />Cement Type Illl <br />MU No. <br />Gem. Lb:, <br />F. Aeh ms. <br />C. AOg. Lba <br />C. An. Lbs <br />a Ass. w> <br />saMma <br />water <br />P6036828 <br />640 <br />PB3368i <br />5956 <br />170 <br />1865 <br />3/8" <br />16oviaw <br />N/A <br />N/A <br />N/A <br />N/A <br />1285 <br />1474C <br />337.4g1 <br />322.7c <br />NIA <br />All Ent I N/A I N/A <br />WalerAdded On Job Site <br />(Gals.) N/A <br />ASTM Method <br />C172 <br />C143 <br />N <br />C138 <br />01064 <br />C231 <br />C31 <br />Other <br />Laboratory Data Design Strength: [:�— 4000 @ 28 days Date Specimens Rec'd: 4 227/2022 <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 />78130-1 <br />513/22 <br />7 <br />4.00 <br />12.57 <br />73300 <br />5830 <br />1 <br />TK <br />2 <br />ASTM C109 <br />78130-2 <br />5/24/22 <br />28 <br />4.00 <br />12.57 <br />— <br />104040 <br />8280 <br />1 <br />DL <br />2 <br />ASTM C617 <br />78130-3 <br />5124/22 <br />28 <br />4.00 <br />12.57 <br />— <br />103690 <br />8250 <br />1 <br />DL <br />2 <br />ASTM C1231 <br />781304 <br />6/24/22 <br />28 <br />4.00 <br />12.57 <br />-- <br />105000 <br />8350 <br />1 <br />DL <br />2 <br />ASTM C1019 <br />76130-5 <br />5/24122 <br />28 <br />4.00 <br />12.57 <br />— <br />102970 <br />8190 <br />1 <br />DL <br />2 <br />OTHER <br />Test Results <br />Remarks: <br />Results Reviewed By: <br />Date: <br />Conforming <br />Codes for Break Typesr41- <br />J <br />(I t <br />2 <br />�1i <br />3 <br />4 <br />5 <br />6 <br />Offices Serving The Western United States <br />Connate Rewd Eff.c .IWIW020 <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 e Tacoma (253) 939-2500 <br />1 t.t •.a.peiinf � (c ,yty; fl tl da.A ni/M4: t} fl Xwh lAe (arv-YnYh OeY eNl4av+na/s'rs.n, ll'artp[dYba- I Y o` d <br />w.xlx a^IAn. i1:Yt4>niY:nh YLjw.i k f+�'MGa tLLmstY. ElaPky Ci.cpl,wr.A'-ub.<+rvf[:up,tµ++at.Yfl>N-0'd,e.,ii. Tlexu ¢t![rt✓o.tntd< 'V ttP WssOu✓s dMf n. <br />f IR Mt/Jlrv-n o. pa. <br />
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