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0 =WWI-WIN <br /> _"= .-� r��y� CONCRETE <br /> GIL a l&Associates, I nc. REPORT NO.: 09619024CR012219-NG <br /> Geotechnical Engineering•Environmental Engineering <br /> Construction Testing and Inspection <br /> DATE: 1/22/2019 CONTRACTOR: Sterling Telecomm. <br /> PROJECT#: 09619024 PERMIT#: B1703-031 <br /> PROJECT: SEA Fleming INSPECTOR: Niccolo Guiao <br /> LOCATION: 6320 Evergreen Way JURISDICTION: City of Everett <br /> KA P.M.: Christopher Congdon WEATHER: Cloudy TEMP: 40's <br /> Field Data Reported Batch DATA <br /> Concrete: X Other: -- Cement Type I/I I <br /> Supplier: Cadman Plant No. Everett Site Mix: -- Design Actual <br /> Slump Mix Air Unit Mix No 4000464 <br /> Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight cem Lbs 545 545 <br /> 9:15am 440 595793 4.7 4.75 62 ° 40's -- F.Ash lbs. <br /> C.Agg.Lbs 3/4:1504 1478 <br /> C.Agg.Lbs 3/8:331 336 <br /> C.Agg.Lbs <br /> Placement Area Sand lbs 1305 1301 <br /> Location: CMU Wall Footings. (northwest corner of Evergreen Professional Water 255 241 <br /> Center) Admixture Pozz:22 22.5 <br /> Admixture <br /> Admixture <br /> Air Ent. 2 2 <br /> (Oz/cwt.) <br /> Water Added On Job Site <br /> Remarks: The contractor placed the concrete via truck chute method and was (Gals.) 5 <br /> mechanically consolidated. (5.5 cubic yards) <br /> Field Test <br /> ASTM Method <br /> Please Refer To Field Repot Number: 19024DFRO12219-NG C172 — <br /> C143 C138 r.� <br /> C1064 C231 ✓ <br /> Inspector: Niccolo Guiao 031 Other <br /> Laboratory Data Design Strength: 4000 @ 28 days Date Specimens Recd: 1/23/2019 <br /> Cyl. Test Field lAgel <br /> I Wt. Max I Comp. Set I Tested IBrk I Test Method <br /> Code Date Cure Dia. Area # Load Strength # By Typ ASTM 039 r7 <br /> 65589-1 1/29/19 7 4.00 12.57 -- 52350 4160 1 BAW 2 ASTM C109 <br /> 65589-2 2/19/19 28 -- 1 ASTM C617 <br /> 65589-3 2/19/19 28 -- 1 ASTM C1231 ✓ <br /> 65589-4 2/19/19 28 -- 1 ASTM C1019 <br /> 65589-5 H -- 1 OTHER <br /> Test Results <br /> Remarks: <br /> Results Reviewed By:1 TO,ALA.„.... Date: 1'..d 3t_ C C� <br /> ,i X0 i i 8 rTt : I <br /> Codes for Break Types: fix ` y ( , t'1,, I; ! <br /> I <br /> 1 2 3 4 5 6 <br /> Offices Serving The Western United States <br /> Concrete Report <br /> Effective 02/22/2018 <br /> Lynnwood (425)485-5519 • Poulsbo(360) 598-2126 • Tacoma(253)939-2500 <br /> Pj <br /> The information provided on this report is prepared for the exclusive use of the client.and may not be reproduced in any format without the written permission of the client and Krann B Associates.This report indicates our inspector's observation and testing results based on site condition <br /> and contractor activities This information is subject to review prior to final submittal.By signing this report,our inspector does not accept responsibility for validity of results.The same information has been provided by others on she. <br />