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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-01-12Carlson Testing, Inc. Bend Officc Geoterhnical Oflice Eugene Olfice Salem Office Tigard Oflice (s{l) (s0J) (s{l) (s03) (s03) 310-9155 601-8250 3{5-0289 589-1252 684-3460 REPORT OF 4XB CONCRETE CYLINDR]CAL TESTSPECIMENS l cst N{ethods:ASTM ajq/a1 f2lC1n64/C?t /a1 4'1/ C?'!,1 /c1?i1 Date Molded: At / 7t / 2a7B Permit #: B 11-SPR2 016-0 017 0 Date Received:al/ t2 / 201,8 .Iob Number:F',t I014 'ta. Client: M & A CONTRACTING INC - CHRIS ALLHANDS Proj ect: BLUEBELL COntractor: M & A CONTRACTING INC - CHRIS ALLHANDS Jurisdiction: s PR TNGETELD Subcontractor: Concrete Supp Cast Bv:D. SMI TH lier. EUGENE SAND & GRAVEL INC Cylinders were cast for the following locations: CABINET AND GENERATOR SLAB / FOUNDATION Total Concrete Placement Location: CABINET AND GENERAToR SLAB / I'OUNDATION Truck #: 5608 98 Weather: RAIN SHOWERS Strength Requirement: l!{i1 fr{um[s1; 314 5 4 5 Load #: l Test Timc: 2 : 15 iju psi fc@ 28 Days Slump: Concrete Temp: 7r MBAE-9o AND HOT WATER Ticket#: 60097137 Air Temp. at Sampling Time: 4 5 4003 5-00"o/o Air:5.08 Max Agg: Admix/Amt: TSGASH-F, POZZ-BA t 50E6 EUGENL] Average fc @ 2B days Cubic Yards: Curing: High Low sa *** Set No. Test @ Days Test Date Total Load Avg Diameter Arca Unit PSI Type Of Fracture Cap'rvpe Tested BY 1 a7/tB/2A78 4 - 00 12 .56 1424 PAD 60 SRE )8 4.00 t2 .56 69 40 3 PAD 60 SRE 28 02/08/2018 4.00 72 .56 6630 PAD 60 SRE 2'd a2/a8/2A78 87330 4.00 12 .56 69s0 3 PAD 60 SRE Please see revcrse side for additional information. Address:?305 MAIN ST SPRINGFIELD OR Register Number: 000s112 LabLocation: a2/aB/2AL8l 87155 I I I I I ! oirt ibute attachments. Job Number: 81801410. Project: BLUEBELL < | in. [25 mm] I ype I Reasonablc well-formed cones on both cnds, less than 1 in. [25 mm] of crackingthroughcaps Type 4 Diagonal fracture with no cracking through ends; tap with hammer to distinguish tiom 'Iype I *** I)cparture from ASTM C3l standa.d Remarks: Register Numbcr: 0005112 'lype 2 Wclll:ormedconconone cnd, vertical cracks running through caps, no well-defined cone on otherend Date Molded: a7 / 7L /201 B T_'pe 3 Colurnnar vertical cracking through both ends. no *ell-formed cones Type 5 Side fractures at top or bottom (occur commonly with unbonded caps) Type 6 Similarto Type 5 but end ofcylinder is pointed CC: Project Manager: David sml Lh Reviewed By: Project Manager at a2/09/201'8 Our reports petain to the material tested,/inspectcd only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Undcr all circumstances, the information contained in this report is provided subject to all tems and conditions of CTI'S Ceneral Conditions ir effect at the time this report is prepared. No party other than those to whom CTI has dist buted this rcport shall be entitled to use or rely upon the information contained in this document. 89970 HWY 99N, EUCENE OR M & A CONTRACTING ]NC - CHRIS ALLHANDS CITY OE SPRINGE]ELD BUII,DING DEPARTMENT .AL LHANDSGCANAY. COU PERMITCENTER@SPRIN6FIELD-OR.GOV Carlson Testing, Inc. Bend Ofrice (541) 330-9155 Geotechnicel O{fice (503) 601-8250 Eug€ne OIIice (541) 345-02t9 Salem Office (503) 589-f252 Tigard Oflice (503) 6E4-3460 Special lnspection FINAL SUMMARY LETTER February 9, 2018 E 1801470.CTt City of Springfleld 225 Fifth Street Springfield, OR 97477 Re Bluebell 7305 Main St., Springlield, OR Permit No-: 811-SPR2O16{0170 Per Chapter 17, Secton 1704.2.4 of lhe International Building Code (lBC) - 2012, we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete All requested inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our construclion inspection and testing services were provided and intended to help reduce the risk of construction defects, deficiencies, or omissions that arise during and after constructlon. Our services do nol constitute a wananty or guarantee of any type. Even with diligent construction monitoring and testing. constructlon defects, deficiencies, or omissions in the Contraclor's work may exist, lt is the Contractor's responsibility to perform their work in accordance with the approved construction documents, CTI has provided its profussional services with the degree of care and skill currently exercised under similar circumstances by members of its protession in the same locale. Statements made in our reports are based on technical judgments, and should not be construed lo be conclusive representations offact. Our reports pertain to the material tested/inspected only. CTI'S services did not include responsibilities related to determining, supervising, implementing or conlrolling the means, methods, techniques, sequences or procedures of the construction or evaluating or reporting job conditions related to health, safety or welfare. lnformation contained herein is not to be reproduced, except in full, without prior authorization from this offlce. lf there are any further questions regarding this matter, please do not hesitate to contact this office. Respectf ully submitted, CARLSON TESTING, INC Chris McDonald Eugene Branch Manager I)Si mw cc: CITY OF SPRINGFIELD BUILDING DEPARTMEN-T M & A CONI-RACTING _ CHRIS ALLHANDS EMAIL EMAIL