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FEB-21-2007 02:48P FROM: <br />TO:4252578856 P.3 <br />CLIENT: <br />ATTN-. <br />ADDRESS: <br />Materials Testing & Consulting, Ioc. <br />Geotechtnical Engineering • Special .Inspection • Materials Testing <br />ACCREDITED <br />REPORT OF FIELD INSPECTION AND COMPRESSION TEST Ca .scb,ix0.4,l iJSS.cp <br />Report 4C 7039 <br />PROJECT: 140LV►ti�'Ty-n N&"ep 'low <br />PROJECTADDRESS: 5-1D 7 1.,, , cn, ST ,sic-�cl I <br />M.T.C. PROJECT #: <br />DATE CAST: =a1—�57 <br />DATE RECEIVED: <br />PERMIT #: <br />Location of Placement: t '� -�`' .. _ _ . r-i-- �. �� FIELD DATA <br />Sample .Location: w �. AN ilA 1A e1T"� <br />Contractor: r` <br />Supplier &Plant: <br />ltAI Call %1--r he-l= d,0 Mix # & Proportions: 3 ya?2 <br />` u <br />p+y Cement, lbs. S1 3 D <br />Quantity Placed, Cu.Yd.: Flyash, lbs. <br />Dellivery k #; Ticket ##: -� -26 Ye D ;? 7 1 Water, gals.l�l- ;rTru <br />-7�5- <br />-� Batch Time: Fine Agg., lbs. y+q� <br />d Coarse Agg., lbs.ls-7 <br />Sample Time: Coarse Agg., lbs;�. <br />Slump, In. (ASTM C-143) or W/C Ratio: Job Spec <br />P N Coarse e, oz lbs. <br />Air Content, % (ASTM C-231): Job Spec, Admixture, ozJcwtrz," �,�,,,, <br />Concrete / Ambient Temp., °F (ASTM C-10& -�- ° / o X 3.J <br />Admixture, ozJcwl <br />Min / Max Temp., IF ° / Admixture, oz/cwt <br />SAMPLE TYPE & COMPRESSION TEST RESULTS <br />Concrete (ASTM C-39) ❑ Grout (ASTM C-1019) ❑ Mortar (ASTM C-109) ❑ Cubes (ASTM C-1107) <br />❑ Lt. Wgt. Concrete ASTM C-39) ❑ Other: Set of <br />Log No. <br />Test Age <br />(Days) <br />Date of Test <br />Total Load <br />Lbs. <br />Sample <br />Dimensions In. <br />Sample Area <br />S . in. <br />Compressive <br />Strength PSI <br />Tested B <br />�arcek <br />y ]< B OBSERVATIONS <br />$a.11- rrodo by a Mrc npammallvc <br />❑ "la. picbcd op by a MI'C.eVgerrn ajjv <br />❑ Test rsugs comply.vith applicable speci°eadop <br />PRclnfaeiot MCI calen l Woolly ir^ped andnt fouto <br />o Voly%Vilb➢roJxl pmm and apes <br />❑Reinfarcine Steel does not wmpiy withpmject plane <br />and arccigmtiom <br />�Gralow of g7rler mr, addcd t3 priono 13 oncr <br />om}ding. <br />•Refer to a ro rule ASTM for corresponrGog <br />PP P <br />ak Woe den ifirnri <br />91, <br />- <br />REQsD <br />i 1 <br />rl 1,nw <br />• • ry _ ('} <br />_ <br />7-nav <br />`'e�ltj'{p�` .''{', <br />'{••1C1rSi' 1GcE!h <br />Rrnr.4 <br />Imo}' ,d �� i a I 1F��{{fi��t--o°ht <br />ild'.rris4r-r r.ii1 ,.'rr�'i'r`'?�'ptiiiS <br />11 .... 90 1,-.. o_.__s_ <br />�}}-r1 i 1 ';zty�ij. <br />P`a:'f' L •i1'?i;lt'1 <br />r,�ijI r, <br />:l-'cii:` <br />it""" "' <br />kny Deficiencies <br />Noted: <br />6-1 — tro-unJ "Ivan U %jwel <br />REPORTED BY: elr REVIEWED BY: <br />DISTRIBUTION: original: cc: cc: <br />CC: cc• cc: <br />Alt main.apply°oly ro aea.0 loenrloro a.W m—als lalad A a uncut pmrealon to clients. the Plmllo and olsmlva. all mpons um subnrilledns°n enulldenial pmpcny oklicros. nix] nunllonynfon forpubliwlion ofsmlemom; conchuiom or utnels imraormgarding our npons is <br />oYcncd p=dljv ourosinon appro%mL <br />777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 <br />1710 Midway Court • Centralia, WA 98531 to Phone 360.330.7926 • Fax 360.330.7946 <br />2126 East Bakerview Road, Ste. 101 . Bellingham, WA 08226 . Phone 360.647.6061 • Fax 360.647.8111 <br />Website Address: www.mtc-inc.net Her M <br />