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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
Imported From Microfiche
No
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. • , . <br /> , <br /> - - CONCRETE <br /> al(razart,„Associates, Inc. REPORT NO.: 09619042CR032219-0K-1 <br /> Geotechnical Engineering•Environmental Engineering <br /> Construction Testing and Inspection <br /> DATE: 3/22/2019 CONTRACTOR: AHB/Greater Seattle Concrete <br /> PROJECT#: 09619042 PERMIT#*. B1710-041 <br /> PROJECT: 32 Broadwa INSPECTOR: Don Keller <br /> LOCATION: 3214 Broadway Avenue JURISDICTION: Everett <br /> KA P.M.: Corbett Mercer WEATHER: sunny TEMP: 61 ° <br /> Field Data Reported Batch DATA ' <br /> , .,. <br /> Concrete:1 02750G Other: Cement Type 1 <br /> , - <br /> Supplier: Miles Plant No.1 ' 125 1 Site Mix: Design Actual <br /> Slump Mix Air Unit Md No. <br /> Time Truck# Tlcket# %Air Inch Temp(F) Temp(F) Weight Cem.Lbs. 7080 <br /> 11:30 IIEMI 219459 1111111 5 1/2 65° 61 ° .1 F.Ash lbs. <br /> C.A .Lbs 16600 <br /> C.Agg.Lbs 1960 <br /> C.Agg.Lbs <br /> Placement Area send lbs 14380 <br /> Location: Crane Pad @7-8&D.5-F Level P02 water 274.8 <br /> Admixture mbpoly997 420 , <br /> Admixture 2Ienium 348 <br /> Admixture MB Z-60 200 <br /> Air Ent. Delvo 220 <br /> Water Added On Job Site <br /> Remarks: Contractor needs 3,000 psi to erect crane.3,547 day P.M.breaks 1 (Gals.) 12 <br /> requested. <br /> Field Test <br /> ASTM Method <br /> Please Refer To Field Repot Number: 09619042DFR3222019DK C172 <br /> C143 C138 <br /> C1064 C231 <br /> Inspector:1 Don Keller 1 C31 Other <br /> • ..- <br /> Laboratory Data Design Strength: 5000 9 28 days Date Specimens Rec'd: 325/2019 <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 'T <br /> 66124-1 3/25/19 Min 12.57 -- 67820 5400 BAW 1 ASTM C109 <br /> II <br /> ---, <br /> 66124-2 3/27/19 5 4.00 12.57 '-- 100120 7960 BAW 1 ASTM C617 <br /> 66124-3 3/29/19 7 4.00 12.57 -- 109080 8680 1 BAW 1 ASTM C1231 A/' <br /> 66124-4 4/19/19 28 4.00 12.57 -- 115500 9190 1 . BAW 1 ASTM C1019 <br /> 66124-5 4/19/19 28 4.00 12.57 -- 115390 9180 1 1 BAW 1 OTHER <br /> 66124-6 4/19/19 28 4.00 12.57 I -- 114890 9140 1 1 BAW 1 <br /> 66124-7 4/19/19 28 4.00 12.57 117400 9340 1 BAW 1 <br /> ...—_ — <br /> Test Results <br /> Remarks:1 <br /> Conforming <br /> Results Reviewed By: Date: 2 i• - <br /> —A.A. _ <br /> '1 i <br /> Codes for Break Types: <br /> s1ks),14 <br /> Offices Serving The Western United States <br /> Concrete Report Effective 02/221201e <br /> Lynnwood(425)485-5519•Poulsbo(360)598-2126•Tacoma(253)939-2500 <br /> neeoreeiee poMdedm Ulnas:011s prepared(or the=knot use of the Welt and may rot be reproduced In erty bloat"shout Vie eyeful mermen ol the clod and Krapan 8 toss:ober°,This repot Wholes ow rnepectorsobsetvelon and tesSng reuses based co eh conincto <br /> end pone..scan.Trse elem..n seteect Is most piano owl eubroitter By+Kemp Inn repots out inspector dom not accept responetbiley for seedy or result.Tee sore rntortnebon nee been prentkol[teethe,.on see <br />
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