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APR-6-2007 12:46P FROM:
<br />TO:4252578856 P.2
<br />Materials Testing & Consulting, Inc.
<br />Geotechnical Engineering - Special Inspection - Materials Testing
<br />.REPORT OF FIELD INSPECTION AND COMPRESSION TEST
<br />CLIENT: Van Overbeke Construction, Inc.
<br />ATTN: Dean Vanoverbeke
<br />ADDRESS: P. O, Box 601
<br />Snohomish, WA 98291-0601
<br />PROJECT:
<br />PROJECT ADDRESS:
<br />M.T.C. PROJECT #:
<br />DATE CAST:
<br />DATE RECEIVED:
<br />PERMIT #:
<br />Report #C 7030
<br />Hamstra Project
<br />502 Madison St. Everett
<br />00022
<br />February 9, 2007
<br />February 13, 2007
<br />ACCREDITED
<br />caaw,...xaat a nsaot
<br />FIELD DATA
<br />9®
<br />Location of Placement: Storm retaining wall
<br />Sample Location: Truck chute, samples at 15' W of S.E. comer of vault, mid
<br />portion of wall
<br />Contractor: - - -
<br />- Van OverbeHeConstruetion-- - -
<br />-Mix # &--Proportions:--13344372
<br />Supplier & Plant:
<br />Rinker
<br />Cement, lbs. 5380
<br />Quantity Placed, Cu.Yd.:
<br />10.50 of 22
<br />Flyash, lbs. 0
<br />Delivery Ticket #:
<br />80093388
<br />Water, gals. 2060 tbs
<br />Truck #:
<br />8491
<br />Fine Agg., lbs. 15354 sand (p, 4.3%
<br />Batch Time:
<br />1:45 am
<br />_
<br />Coarse Agg., lbs. 18000 # $7 (a, 1.0%
<br />Sample Time:
<br />12:25 pin
<br />Coarse Agg., lbs. 1620 #8 @ 3.0%
<br />Slump, In. (ASTM C-143) or W/C Ratio:
<br />411 Job Spec
<br />Coarse Agg., lbs.
<br />Air Content, %(ASTM C-231):
<br />0 Job Spec
<br />Admixture, oz./cwt 1%calcium 1728oz
<br />Concrete / Ambient Temp., °F (ASTM C-1064) 69° / 53°
<br />Admixture, oz./cwt
<br />Min / Max Temp., OF
<br />° / °
<br />Admixture, oz /cwt
<br />SAMPLE TYPE & COMPRESSION TEST RESULTS
<br />®'Concrete (ASTM C-39)
<br />❑ Grout (ASTM C-1019) ❑ Mortar (ASTM C-109) ❑ Cubes (ASTM C-1107)
<br />❑ Lt. Wgt. Concrete (ASTM C-39)
<br />❑ Other:
<br />Set 1 of 1
<br />Test Age
<br />Total Load
<br />Sample
<br />Sample Area
<br />Compressive
<br />Log No.
<br />(Days)
<br />Date of Test
<br />Lbs.
<br />Dimensions ln.
<br />(Sq. 1n.
<br />Strength PSI
<br />Tested B
<br />��
<br />OBSERVATIONS
<br />® sataplcltoodchyaMrcnpreatttmivo
<br />®somplapickwlupbyaMCCnpm—lap-
<br />® Ttv nwhyeomply with applicable smiftumion
<br />Rainfhruiny noel wu vkually ingmal and Ibar
<br />0784
<br />7
<br />2/16/07
<br />51,200
<br />4x8
<br />12.56
<br />4,080
<br />KH
<br />5
<br />0785
<br />28
<br />3/9/07
<br />70500
<br />48
<br />12.56
<br />5610
<br />VD
<br />2
<br />0786
<br />28
<br />3/9/07
<br />67.670
<br />4x8
<br />12.56
<br />$ 390
<br />VD
<br />2
<br />0787
<br />H
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<br />❑RainrominynaidmrotcomplywithMjwi
<br />plaru oral apcc(Mailaiu
<br />Ga1WuofwUvrwio oddW 0 priorlo O udR
<br />,mo appropriate
<br />H let
<br />dentiftcationTM for corresponding
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<br />Noted!
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<br />REMARKS: MTC on site per clients request. To the best of my knowledge and observation material and workmanship
<br />were as per plans andspecs. Consolidation with vibrator.
<br />1% calcium was used in first load. a
<br />REPORTED BY: S.J.efferson, Field Inspector pn REVIEWED BY: Steve
<br />DISTRIBUTION: _original: client ., cc: city of maiysville cc:
<br />cc: cc: cc:
<br />Technical Director
<br />All rcatliy apply only to aerwd loeatium and m I.W1 twin. M a mumd pmtaetian m elipn., Iba public and o.w a.+x dl rrynrW ua ntbpitlwl ar Iho aantldmtid pmpuny ofuG.au,+aul oubmmeailon Ibr pohlkmbo of muanmts, wm:ludnre or gnrtaaa tmm ornywJiny nur
<br />npons is resmW pc ding our wridca appaivol.
<br />Corporate Office— 777 Chrysler Drive • Burlington, WA 98233 • Phone (360) 755-1990 • Fax (360) 755-1980
<br />1710 Midway Court • Centralia, WA 98531 • Phone (360) 330-7926 a Fax (360) 330-7946
<br />2126 East Bakerview Road, Suite #101 • Bellingham, WA 98226 • Phone (360) 647-6061 • Fax (360) 647-8111
<br />Website Address: www.mtc-inc.net Rev.07i06
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