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APR-14-2007 10:53A FROM:
<br />TO: 425257ee5G P.2
<br />Materials Testing & Consulting, Inc.
<br />Geotechnical Engineering - Special Inspection - Materials Testing Z
<br />ACCREDITED
<br />REPORT OF FIELD INSPECTION AND COMPRESSION TEST
<br />CLIENT:, Van Overbelle, Inc
<br />ATTN:
<br />ADDRESS:
<br />PROJECT:
<br />PROJECT ADDRESS:
<br />M.T.C. PROJECT #:
<br />DATE CAST:
<br />DATE RECEIVED:
<br />PERMIT #:
<br />FIELD DATA
<br />Location of Placement: Lid of vault, details on S2
<br />Sample Location: NE comer
<br />Contractor: Van Overbelle Construction
<br />Supplier & Plant: Rinker
<br />Quantity Placed, Cu.Yd,:
<br />Delivery Ticket #:
<br />Truck #:
<br />Batch Time:
<br />Sample Time:
<br />Slump, In. (ASTM C-143) or W/C Ratio:
<br />Report #C 7039
<br />Hamstra Project
<br />502 Madison St. Everett
<br />07BO22
<br />February 21, 2007
<br />February 22, 2007
<br />Mix # & Proportions:1334272
<br />Cement, lbs. 5130
<br />Flyash, lbs.
<br />Water, gals. Hot 680 # 1 735
<br />Fine Agg., lbs. 14900
<br />Coarse Agg., lbs. # 57 17420
<br />Coarse Agg., lbs. # 8 1520
<br />Coarse Agg., lbs.
<br />Air Content, % (ASTM C-231): 4.5 Job Spec Admixture, oz./cwt Calcium 832
<br />Concrete / Ambient Temp.; OF (ASTM C-1064) 62a 141" Admixture, oz./cwt
<br />Min / Max Temp., aF ° / a Admixture, oz./cwt
<br />SAMPLE TYPE & COMPRESSION TEST RESULTS
<br />E 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 />10
<br />22380871
<br />5170
<br />10:30
<br />H-.15
<br />3.75 Job Spec
<br />LogNo.
<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)Tested
<br />B
<br />T`eo`
<br />OBSERVATIONS
<br />® smmplammlobya"Minivratut.11vo
<br />® samiplw pickal up by n MrC rcpm umivo
<br />OTwit multi comply with upplieable specification
<br />Reinlb,dttg sect wa, wuauy haptcrcd mid ruwd
<br />® to comply with pryjcct plmu and gxvs
<br />Rdaal doa not comply with pryject
<br />plena aainS stmI doa n
<br />GatloasofwaitTweivrAd°d 0 prior to 0 after
<br />110 smnpling.
<br />•RetertoappropriateASTM forcorrespon0ing
<br />do
<br />break Idmtificn ,
<br />1 129
<br />7
<br />2/26/07
<br />56,660
<br />4.0
<br />12.56
<br />4,510
<br />VD
<br />1130
<br />28
<br />3/21/07
<br />70.740
<br />4.0
<br />12.56
<br />5,630
<br />VD
<br />2
<br />1131
<br />1 28
<br />3/21/07
<br />74200
<br />4.0
<br />12.56
<br />5910
<br />VD
<br />1
<br />1132
<br />H
<br />RE D
<br />28
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<br />Ariv Deficiencies
<br />Noted: I,nw 7-nav RreRk Low 28-Day Break nrhar
<br />REMARKS: MTC inspected rebar per approved plans, then observed concrete placement and consolidation.
<br />To the best of my knowledge all work performed per plans and code.
<br />REPORTED BY: C3ergan, WABO Inspect0f. . pn
<br />REVIEWED BY: Steve Barrie,Tech
<br />DISTRIBUTION: original: client cc: city of everett
<br />cc: cc:
<br />cc•
<br />cc:
<br />All revitf apply only to Wool lomfi mvl mmaiWs fatal. As it mutual tvutouton to climm the public and ourscives. all room mosubudaal m Q,o mnddmdel ptopcny ofclimts, and mahorhmloo for publication ofnotaomts, oaudusions aresimis Rom ar nganling our
<br />npmrtm to raaval pmding our w0lat %Vmvi 1.
<br />Corporate Office— 777 Chrysler Drive • Burlington, WA 98233 • Phone (360) 755-1990 • Fax (360) 755-1980
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<br />Website Address: www.mtc-inc.net Rev.07/06
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