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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. ATORY F�`" �E�-�3 <br /> � uu�u�wte �o� <br /> 7400•�q0 AVENUE S.SEATTLE.WA 90108 <br /> •�1(,�Y�Y11T[O•��TM[COMIID[M�wI�L•1�(�t`OI CIOI[M1�•�Mp /�YTMO�1[�110M SE <br /> ro� wn�cn�ew e��ati��en.teecwuews o� cne.cn rso� o� �ie��e��c ORDER NO: A 4358 <br /> w� �iro�n u ���t��m �aweue oe� w.�r��w nr��ov.�. <br /> CONCRETE�/GROUT�/IMSONRY❑ FIELD INSPECTION <br /> (X-Box) <br /> PROJECT:_Edmonds C.C. Aool Tech Traininq Cntr ADDRESS: 2333 Seawa Blvd. Everett WA <br /> INSPECTOR: C. Don Evans f1ATE: 2/10/86 PERHIT �; REPORT <br /> R: 4 <br /> Neather:_ Sunny Ambient Afr Temp; 45°F <br /> A) Approved Plans on B) Inspection Report of: C) Items inspected; (X-Boxes) <br /> Si[e. (X-Box) (X-Boxes) <br /> }� YES � Concrete {,� Resteel �Footings ❑Slab-on-decY. <br /> ❑ Masonry ❑ Grout ❑Auger Cast Piles ❑Columns <br /> � NO ❑ Other ❑Slab-on-Grade <br /> $8 Walls <br /> Q Other <br /> D) Locatiur,: (Be Complete) Foundation footings walls: line A and A* from 2 to 4; line 4 from R• <br /> to C.B. Running footinqa: line 4 from C.8 to E; line E, from 4 to 4.5. Column footings: <br /> lines E at 4.4 ar.d lines 3 at D; line 4 at D and D.6. <br /> E) Concreie - City Mix � F) Test Specimens Casi: Number of Samples 3 <br /> Design Mix / 4000 K <br /> Cement Content: F c_k, enw_vaignt — x — P�isms. Set no(s): k3 A,B,C <br /> Max. Size Aggregate: 3/4" 6" x 12" cylinders. <br /> Supplier: asaoc+ated ca d s r3ve1 Required Strength 3000 si <br /> Siump: 5" 6 Aire Specified Age 2D P <br /> Concrete Temp. ( •F)i SZop days <br /> PTL Batch Ticket Receiveds Q�iantity of Material Plar.ed: 27 cu. yds. <br /> YES ❑ NO� <br /> G) Reinfozcing Steel: H) Mortar: Type M�:i[]N 0[� I) Grout: <br /> Grede Specified• 60 (X-Boxes) Cement: <br /> Grade Used: sacks <br /> 60 Cement Parts Job Mix ❑ Ready Mix ❑ <br /> Sizes Used: Vazious Lime Parta High Lift❑ Low Lift ❑ <br /> Rebar Manufacturert Sand Parts Cleanouts Inspected: � <br /> Northwest Mortar Temp. ( •F): YES ❑ NO ❑ � <br /> � Grout Temp. ( •F) : <br /> J) All items inspected 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: � <br /> iN�.V <br /> x> REMARKS: <br /> _.................._ <br /> , <br /> .: 11',• � <br /> cc: (1) EDMONDS C.C. <br /> PITTSBURGH TESTING LAOORATORY <br /> (1) McK_nley Arch. , A[tn: U. Thomas <br /> (1) KPPF, Altn: A. Carson <br /> ;11 CSty uf Everet[, Attn: L. Callahan <br /> I1) 7•he Koll Co. , Attn: D. Olsen � <br /> - �.e._: f . A.�.. <br /> ( 1) Sohn Fluke, Attn: C. Dush � <br /> �— Seattle District Manager <br /> CDE!ets-2/i9/86 David S. Haley, P.E. <br />
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