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2721 WETMORE AVE MARQUEE APARTMENTS Plans 2024-06-18
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2721 WETMORE AVE MARQUEE APARTMENTS Plans 2024-06-18
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Last modified
6/18/2024 2:56:17 PM
Creation date
7/23/2020 9:26:58 AM
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Template:
Address Document
Street Name
WETMORE AVE
Street Number
2721
Tenant Name
MARQUEE APARTMENTS
Permit
B1911-008
Notes
TOWER CRANE INFORMATION
Address Document Type
Plans
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No
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CONCRETE <br /> 41Krazal-1.8.A s,s o c i a t e sl I n c. REPORT NO.: 09618379CR092618-JT-1 <br /> Geotechnical Engineering•Environmental Engineering <br /> Construction Testing and Inspection <br /> DATE: 9/26/2018 CONTRACTOR: Sierra <br /> PROJECT#: 09618379 PERMIT#: B-16-0399 <br /> PROJECT: Terrace Station Apartments—Building 1 INSPECTOR: Joseph Taylor <br /> LOCATION: 23811 60th Avenue W JURISDICTION: Mountlake Terrace <br /> KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 70° <br /> Field Data Reported Batch DATA <br /> Concrete:, x Other..,I Cement Type I I/I I <br /> Supplier., Miles Plant NoI Site Mix: Design Actual <br /> Slump Mix Air Unit es No. 02750G <br /> Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight corn.Lbs. 705 705 <br /> 7:55 C141 111331 I N/a 7.25 67° 70° 1 NT F.Ash lbs. <br /> C.Agg,Lbs 7/81650 1654 <br /> C.Agg.u.pea 200 196 <br /> _.... C.Agg.Lbs <br /> Placement Area send lbs 1390 1382 <br /> Location: N Tower crane footings water 242 228 <br /> Atlmbdtae poly42 42 <br /> Admixture glen 32 32 <br /> Admixtu a z60 21 21.2 <br /> Air Ent <br /> (Oz/cwt.)i <br /> Water Added On Job Site <br /> Remarks: Pumped and vibrated,mix also contained delvo 28.4 oz/yd and (Gals.) 2 <br /> accelerator 84.8 oz/yd <br /> Field Test <br /> ASTM Method <br /> Please Refer To Field Repot Number: C172 <br /> C143 C138 <br /> C1064 C231 <br /> Inspector: Joseph Taylor C31 Other <br /> Laboratory Data Design Strength:I 5,000 (fp 28 days Date Specimens Rec'd: 9/28/2018 <br /> Cyl. Test Field Wt. • Max ' Comp. Set Tested 'Brk Test Method <br /> Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 <br /> 64417-1 10/1/18 5 4.00 12.57 — 88840 7070 1 BAW1 ASTM C109 <br /> 64417-2 10/2/18 6 4.00 12.57 88900 7070 1 BAW 1,, ASTM C617 <br /> 64417-3 10/3/18 7 4.00 12.57 — 89100 7090 1 BAW 1 ASTM C1231 <br /> 64417-4 10/24/18 28 4.00 12.57 111880 8900 1 BAW 2 ASTM C1019 <br /> 64417-510/24/18 28 4.00 12.57 — 110900 8820 1 BAW 2 OTHER <br /> 64417-610/24/18 28 4.00 12.57 — 111260 8850 1 BAW 2 <br /> 64417-7 10/24/18 ' 28 4.00 12.57 — 111720 8890 1 BAW 2 <br /> Test Results. <br /> Remarks: <br /> Results Reviewed By: r it Date: t Conforming <br /> Codes for Break Types: I Ih1 <br /> 1 2 3 4 5 6._ <br /> Offices Serving The Western United States <br /> Concrete Report Effective 02/22/2018 <br /> Lynnwood(425)485-5519•Poulsbo(360)598-2126•Tacoma(253)939-2500 <br /> The mfc cJunpmAed an tWtopon Is prepared tor ms=Woo woof the wit.and may not°o icpotlucetl In em trim*VAIMiA he mean pemdssbnot Ow dant and Kneen 6 Associates Inks rtpal Indorse as Impedes*salvation and tato;results based co shecandeas <br /> end mond..whines Tills Ntonnaionb subjad b review snub Analsboas.By silting this npod,eur MBpmXrdxt rid wow,n yssagsy renal"ot,imps.The sane nfanelcn has been p,aNed bydMnnn ata. <br />
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