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Materials Testing & Consulting, Inc. <br />Geotechrtical Engineering - Special Inspection • Materials Testing <br />CCCR ED iTED� <br />CMMaeatd66.77 a 13B119e <br />REPORT OF FIELD INSPECTION AND COMPRESSION TEST <br />.TENT: r! Dd%r PROJECT: <br />TN: PROJECT ADDRESS: <br />)DRESS: M-T.C. PROJECT #: <br />DATE CAST: <br />DATE RECEIVED: <br />PERMIT #: <br />Re ort #c 7030 <br />•,Ted r��.sdi., � ��ff <br />FIELD DATA <br />cation of Placement: <br />mple Location: /.IWU 1,/ S• F- nr'r/�d� <br />wractur: <br />pplicr R Plant: <br />iantity Placed. Cu.Yd.: <br />rtive:n• 'Picket #: <br />uck #: <br />uh Time: <br />mple Ti nte: <br />.Imp. In. (ASTM C-143) or WIC Ratio: <br />r Content. % (ASTM C-231): <br />Mix # & Proportions:_ / 33ga17 0) <br />Cement, lbs. ff3g a <br />Flyash, lbs. to - <br />Water, gals- E12'.o /-�S <br />Fine Agg., lbs. /'%3 Ste! Sir .a U/e;V dl, 3 <br />Coarse Agg., Ibs / g7vda -f -7 p <br />Coarse Agg., lbs. /lei <br />Coarse Agg., lbs. <br />Admixture, ev-wt <br />mcrete J Ambient Temp., °I= (ASTM C-1064) 64 ° 153 4 Admixture, ozJc,.-.•t <br />in / Max Tcmp.,'F o / ° Admixture, ozlcwt <br />SAMPLE TYPE & COMPRESSION TEST RESULTS <br />Concrete (ASTM C-39) [:]Grant (ASTM C-10[9) ❑ Mortar (ASTM C-109) ❑ Cubes (ASTM C-1107) <br />Lt.1Vgt. Concrete (ASTM C-39) ❑ Other: Sdtf of 4 <br />' Xis �•... �. <br />• �UaGi3��4� - <br />�'WQ/ <br />4 " lob Spec <br />$ Job Spec <br />Test Age <br />Total Load <br />Sample <br />Sample Area <br />Compressive <br />' <br />,o No. <br />(Days) <br />Date of <br />Lbs.) <br />Dimensions In. <br />S . In.) <br />Strength(PSI) <br />Tested B <br />Type <br />OBSERVATIONS <br />SemPth wEe byaMiC m4wummi,a <br />SmoW p1.kod up by a MrC rcprn cet lire <br />I�• <br />Wlest <br />—) �r:5 <br />'1 <br />/J/' ' <br />7 <br />Z-Sr / <br />Y� <br />n <br />V <br />�' <br />' ay <br />re.•� <br />Tea ramUs comply abb appticabia spocilkaiion <br />R n c ith 1 �1� darct fount to <br />mpdy pMc< d <br />seddon mtwtapk.ilhp jcclphrs <br />•"2 <br />) <br />+� l4 <br />❑pefuipniryi <br />and q dEraeium <br />Galbraof.0 ,— added E3pdarro [3adb,, <br />--Pr <br />'Refer ioappropriate ASTM forcnrrespsmdi ng <br />Myatt <br />v:'-?= •,• ; <br />:sit ";ice <br />r <br />- <br />�QU <br />Et�'D <br />"? <br />_ <br />Wneide'66 mim <br />ay Deficiencies Noted: ❑ Low 7-'Daay Break ❑ Low 28-Day Break U Other <br />EMARKS: I41 ti i aft C, 4-.' 1 'e o <br />EPORTED BY: <br />REVIEWED BY: <br />11STRIBUTION: original: cc: cc: <br />cc: cc -cc: <br />21115AM h; tadt taad,ul lmafrc o; and aaictiats Wed Asa Mpt➢d pmtecpaa to CUM sho public old omaeh�ei Ma upon. a a at,Wnll" al the eonnara i propwly orcacota. and mthoriailioa sor pubtkoWn or3wC tLWwdteioN or%mma From or regarding our reVone is <br />re —d pc,43 our urilmnuppm-A <br />777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 <br />17M Midway Court • Centralia, WA 98531 • Phone 360.330.7926 + Fax 360.330.7946 <br />2126 East Bakerview Road, Ste. 101 • Bellingham. WA 98226 • Phone 360.647.6061 • Fax 360.647.81 11 <br />Website Address: www-mtc-inc.net Rm. Jud <br />Z-cl 0961-BSL-096 'OUI 31W WUISt6 L00a TZ q9A <br />