Loading...
HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-12-18FEI ttsilil0tIlfiPfff\Oil,,rG-rr,i'r. 6tu r t-vi., Geotgchr*d & COrEtUdrTl Seavbes Compressive Strength of Concrete (ASTM C 39) CLIENT Ms. Janet Holloway PeaceHealth 3333 Riverbend Dr. Springfr eld, Orcgon 97 47 7 11-20-18 PROJECT PeaceHealth MRI 3333 Riverbend Dr. Spdnglield, Oregon BP NO 81 1-18-001Sgs-STR CAST BY D. Delatte DATE PROJECT NO. REPORT NO. 12-18-18 21A7147 2628 DATE CAST STRENGTH REQUIRED STRENGTH PLACEO PRODUCT COOE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 4000 psi 4ON2AORM Recover; D55 TICKET NO YARDAGE WEATHER 1 MRI room topping slab. REMARKS: Frank (GBC) was advised of on-site test results F F ve 58' 39' Le SAGKS CEMENT 11-21-18 4'x8' Knife River 1t2' 6', 9:40 AM ASTM C 31 800306419.0 ()F Inside TEST OATE AGE toAYs) AREA flN.r) WEIGHT (LBS} TOTAL LOAD (LBS) COMPRESSIVE STRENGTH (PSI) AVERAGE STRE}IGTH lPsr) TIME OF TEST TYPE OF FRACTURE' 11-27-18 7 12.37 8.32 45075 3640 7:35 AM 5 12-18-18 28 12.31 68365 5550 5450 7:45 AM 5 12-18-',18 28 12.31 8.33 68645 5580 7:50 AM 5 12-18-18 28 12.31 8.34 64305 5220 7:55 AM 5 "1 E.d Crn6 2 - Coieisc't 3 - Coludrr a-O.96d 5 - 9.r. (lop d bonom) 6 - S'd€ (ponlld lop q borlon) /l.x Michael L. Meyer Technical Manager c: GBC Construction - Kelly willis (email) GMA Architects - Aaron Mccarry (email) City of Spnnglield - Roberl Castile (email) This report and/or enclosed test data is lhe confidenlaal properly ol the clienl to wiom it is addressed and Pertains to the sp€cific process and/or material evalualed As such, information contained herein shall not be reproduced in pan or tt ll and/or any part thereof be disclosed withoul FEI Testing A lnspection, lnc 's writlen aulhonzalion 750 nlw CornellAvenue . Conallis, Oegon 97330 pttorE (541) 7574698 29540 B Airport Road Eugene, Oegon 97402 phone (541) 6843849 945 Cdurnbia SEeet NE, Suite 1A Salem, oregpn 97301 ptpne (971) 2734672 MLM:St Reviewed By: FEI Itsilil0tiltsPtfftqlt,,il Compressive Strength of Concrete6-rlik l a a$,hdi6 9rks CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAO NO. CONCRETE TEMP AIR TEMP POUR LOCATIOTI Ms. Janet Holloway PeaceHeallh 3333 Riverbend Dr. Springfield, Oregon 97477 PROJECT PeaceHealth MRI 3333 Riverbend Dr. Springfield, Oregon BP NO 81 1-18-001995-5TR CAST BY D. Detatte DATE PROJECT NO. REPORT NO. 11-27-'t8 2147147 2624 11-20-1A 4000 psi SACKS 4ON2AORM CEMENT Recover: D55 1 TICXET NO 58'F YARDAGE 39'F WEATHER Level 'l MRI room topping slab. DATE RECEIVEO SPECIMEN SIZE SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP TIME SPECIMEN STORAGE '11-21-18 4'x 8" Knife River 1t2" 800306419.0 0F lnside 9:40 AM ASTM C 31 TEST DATE AGE (oaYs) AREA 0N.,) WEIGHT (LBS) TOTAL LOAO (LBS) COMPRESSIVE STRENGTH {PSI) AVERAGE STRENGTH (PSr) TYPE OF FRACTURE- 11-27 -18 7 't2.37 8.32 45075 3640 7:35 AM 5 12-18-18 2B 12-18-18 28 12-18-18 28 TIME OF TEST - r . End C...s 2 - c,odsphr 3 - Corutr, 4 - Dego..r 5 - Sd. {roo d botm) 6 - Sd. (po6[.d r6p d bc{6rn) REMARKS: Frank (GBC) was advised ot on-site test results Reviewed By fA.*.ay-- Michael L. Meyer Technical Manager c: GBC Construction - Kelly Willis (email) GMA Archilects - Aaron Mccarry (email) City of Springfield - Robert Castile (email) This report and/or enctosed test data is the confidental propeny of lhe client to whom it rs add.essed and pertains to th€ specafic process ancl/or material evaluated As such, inlormalion conlained herein shallnot be reproduced in part or full 3nd/or any part lhereol be disclosed wllhoul FElTesling & lnspectrcn, lnc's wrillen aulhorizalion 750 t{w Comell Avenue Corvallis, Oregm 97330 phorE (541) 7574698 29540 I Airport Road Eugene, Oregpn 97402 pho.'e (541)686849 945 Columbia Steet NE, Suite lA Salern, Oregon 97301 phone (971 ) 2734672 MLl:sl C 39) I