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2333 SEAWAY BLVD 2018-01-01 MF Import
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2333 SEAWAY BLVD 2018-01-01 MF Import
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Last modified
7/3/2019 2:24:41 PM
Creation date
3/9/2017 5:05:58 AM
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Template:
Address Document
Street Name
SEAWAY BLVD
Street Number
2333
Imported From Microfiche
Yes
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PITTSBI--�GH TESTING LABO 4TORY Form /SEA-<3 <br /> � .....�,.,�e ,.., <br /> 7400•�qD AVENIIE S.,SEATTLE.WA 98700 <br /> •� � YVfV�I �IIOT[C�ION TO CLI(Mtl. TYf �U�LIC �MO OU1�tlY[\. �ll 11[�011t• <br /> ��a �u�.mm o rwc eoHrmc�n�t ��o�t��� or cirtsr�. �wo �v�wo��z.now ORDER NO: SEA 4358 <br /> •e� ���ue�now e������w[wr�.eo�cwuowa o� [ne.na reo+ o� �[ueoise <br /> OV� 11[�OAi� 1� I�1�L11Y[D �[MOIIIC OUII w�111f\fM ���I�OY�I. <br /> CONCRETE❑/GROUTQ/MASONRY❑ FIELD INSPECTION <br /> (X-8ox) <br /> ?ROJECT: Edmonds C.C. Aool. Tech Traininq Cntr _ ADDRESS: 2333 Seawav Blvd. . EvereTt. WA <br /> CNSPECTOR: C. DOrt �dRS IIATE: 2/26/06 PERMIT M: REPORT d: B <br /> veether.Sunny/Pdrtly Cledrpmblent Alr Temp; 55�F. <br /> 1) A�proved Plans on B) Inspection Report of: C) Items inspected: (%-Boxes) <br /> Site: (X-Box) (X-Boxes) <br /> � YES � Concrete � Resteel ❑Footings ❑Slab-on-deck <br /> ❑ Masonry ❑ G:out ❑Auqer Cast Piles ❑Columns <br /> � NO � Other Wiie mesh. �Slab-on-Gzacle ❑ Walls <br /> ❑Other <br /> �) Location: (Be Complete)_Sl�h nn �raac 'x�Yi��e�e^ tir�c n q ��t q 4 fXr�.i iine C to E <br /> E) Concrete - City Mix � F) Test Specimens f.ast: Numb�r of Samples_� <br /> besign Mix M 90001: <br /> Cement Content: �1.8 sack _ x pzisms. Set no(s) : ',k5 A-C <br /> Max. Size Aggregate: 3/4" �� x i �� cylinders. <br /> Supplier: pgsociated Sand 2Ttd GtaVe Required Strength �nnn psi <br /> Slump: 4 3 4 fl Air: Specified Age �R days <br /> Concrete Temp. ( 'F): 59—�F.— <br /> PTL Batch Ticket Received: Auantity of Matezial Placed: 7g CUbiC yards <br /> YES ❑ NO� <br /> oJ Reinforcing Steel: H) Mortai•: Type MOS�N�O❑ I) Gzout: <br /> Grade Specified• qp (X-Boxes) Cement: �� sacks <br /> Grade Used: 60 Cement Parts Job Mix ❑ Ready Mix ❑ <br /> Sizes Used:u.q_a��7 tiiE�y Lime Parts High Lift❑ Low Lift ❑ <br /> Rebar Manufacturer:i•71.4 x W1. Sand parts Cleanouts Inspected: <br /> N.Y7. GYai13:; Ste21 Mortar Temp. ( •F): YES ❑ NO ❑ <br /> Grout Temp. ( •F): <br /> ]) All items tnspected are in conformance with approved plans and specifications: YES � NO� <br /> if not, explain, in detail: <br /> Note Action(s) taken regarding items of non-compliance: �pj [ <br /> N�A� � 0 1963 <br /> Z) REMARKS: ._. .. . ._...... <br /> ..............__. . _...._ ._.._... <br /> �iTr eF �v€RErT <br /> Pc�"e W^rks Deot. <br /> :c: (1) EDMONDS C.C. P7.TTSBURGH TESTING LADORATORY <br /> (1) McKinley Arch. , Attn: 0. Thomas <br /> (1 ) KPFF, Attn: A. Carson <br /> ( 1) City of Everet[, At[n: L. Callahan <br /> (1) The ]Coll Co. , Attn: D. Olsen ��� � ���---� <br /> (1) John Fluke, �:tn: C. 6ush � Seattle Dis[rict Me�ager <br /> ts <br />
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