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Home My WebLink AboutBuilding Miscellaneous 2014-2-12 FEICompressive Strength of Concrete TESTING a JNSPECTION,trr Lnoleahniml L Conk-Wien Services (ASTM C 39) CLIENT Ms.Julie Daniel PROJECT BRING Recycling—Ph. 3 DATE 02-12-14 BRING Recycling Center -4488 FianklilI B%'d. PROJECT NO. 2137202 4466 Franklin Blvd. Eugene,Oregon REPORT NO. 9412 Eugene,Oregon 97403 BP NO. 811-SPR2014-00095 y 11440 60,161 Sf K 13- 02"MS DATE CAST 02-05-14 CAST BY D. Delatte DATE RECEIVED 02-06-14 STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4"x 8" STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG PRODUCT CODE 314065 • CEMENT -- MAX SIZE AGG. 3/4" • ADDITIVES AEA; Hot water; 2%NCA 534 AIR CONTENT 4.0% LOAD NO. 1 TICKET NO. 60043210 SLUMP 3 3/4" CONCRETE TEMP 62° F YARDAGE 10.0 OF ±50.0 TIME 9:00 AM AIR TEMP 29° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 • POUR LOCATION Slab on grade with thickened areas line A to B,from 1 to 4. LOAD 1 SAMPLED Near 1A. AVERAGE TEST AGE AREA . WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE- 02-10-14 5 12.56 8.53 41300 3290 6:15 AM 5 02-12-14 7 12.56 8.58 60400 4810 5:55 AM 3 03-05-14 28 03-05-14 28 I '•1-End Cones 2-Cone/Split 3-Columnar 4-Diagonal 5-Side(lop or bottom) 6-Side(pointed top or bottom) REMARKS: Shawn Hussey(CCC)was advised of on-site test results. Reviewed By: • Michael ey Technical Manager . c: Andersen Construction Co.—Mike Pierce(email) 2 Form Architecture—Dannon Canterbury(email) 2 Form Architecture—Richard Sugar(email) Kpff Engineers—Brad Moyes(email) Kpff Engineers—Lindsey Weisgerber(email) • • City of Eugene SI (email) MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any pan thereof be disclosed without FEI Testing 8 Inspection,Inc.'s written authorization. 750 NW Comell Avenue'Corvallis,Oregon 97330.phone(541)757-4698 fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402 phone(541)684-3849•fax(541)684.3851 62979 NE Plateau Dive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 • • • Compressive Strength of Concrete IfS1/NGe1BSPfCOien Services (ASTM C 391 ml&Construction E Gume,hni CLIENT Ms. Julie Daniel PROJECT BRING Recycling—Ph.3 DATE 02-24-14 BRING Recycling Center 'rM66-'F'Cklin Blvd. PROJECT NO. 2137202 4466 Franklin Blvd. Eugene,Oregon REPORT NO. 9386 Eugene, Oregon 97403 BP NO. _ _ 5 4'V96 Fro.,kli� s• R 13- 02WWS- • DATE CAST 01-27-14 CAST BY A. Fenstermacher DATE RECEIVED 01-28-14 STRENGTH REQUIRED 3,000 psi SPECIMEN SIZE STRENGTH PLACED 3,000 psi SACKS SUPPLIER ESG PRODUCT CODE 313068 CEMENT MAX SIZE AGG. 3/4" ADDITIVES AIR CONTENT LOAD NO. 1 TICKET NO. 60042947 SLUMP 5 1/4" CONCRETE TEMP 55° F YARDAGE 10 OF 20 TIME 9:00 AM AIR TEMP 36°F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION Eight(8)column footings LOAD 1 SAMPLED From footing at lines 3A • AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN 2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST I FRACTURE** 02-03-14 7 12.56 8.70 21990 1750 6:05 AM 5 02-24-14 28 12.56 8.71 53640 4270 7:30 AM 5 02-24-14 28 12.56 8.72 51990 4140 4205 7:35 AM 5 Hold will-call "1-End Cones 2-Cone/Split 3-Columnar a-Diagonal 5-Side(top or bottom) 6-Side(pointed top or bottom) REMARKS: Shawn (CCC)was advised of on-site test results. Reviewed By: A• �•✓ v"raj✓ Michael L. Meyer(,-[technical Manager c: Wildish Building Co.—Scott Rogge Wildish Building Co.—Colin Cunningham TBG Architects—Ben Rippe Kpff Engineers—Carole Knapel BRING Recycling—Larry Levison City of Springfield—Robert Castile MLM:aw • This report and/or enclosed test data is the confidential properly of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Inc.'s written authorization. 750 NW Cornell Avenue•Corvallis,Oregon 97330'phone(541)757-4698 fax(541)757-2991 29540 B Airport Road Eugene,Oregon 97402•phone(541)684-3849.fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 • FEI Page 1 of 1 TWINESINSPFC1IObr. Daily Field Report G.eteahniml A cnmomeinn Lrvius Client: Ms. Julie Daniel Project: BRING Recycling—Ph. 3 Date: 02-05-14 BRING Recycling Center 4466 Frame. Project No.: 2137202 4466 Franklin Blvd. Eug ne, Oregon regon Report No.: E-36021 Eugene, Oregon 97403 z. a' rit X Inspector: D. Delatte ID No.: 1080867-88 ICC Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: ❑ Contractor: CCC BP No.: a Periodic Inspection: 5 1 4/3 -o q,s- Performed inspection on the reinforcing steel for slab on grade line A to B, from 1 to 4. Reinforcing steel was checked for size, grade, quantities, locations, ties, clearances and supports. Anchor bolts were checked for quantity only. Observed the placement of 10.0 of 50.0 yards of Eugene Sand & Gravel 3000 psi concrete (mix 314065). Concrete was placed directly from truck and was mechanically consolidated. Cast one (1) set of four (4) 4"x 8" compressive strength cylinders. Slump— 3 3/4"; concrete temperature — 62F; air temperature—29F; air content—4.0%. Notified Shawn(CCC) of on-site results. • To the best of our knowledge, the work inspected was in accordance with plans dated 10-15-12 and applicable workmanship provisions of the IBC, except if noted above. Reviewed By: A •� Michael L. Meye Technical Manager • c: Wildish Building Co. —Scott Rogge Wildish Building Co. —Colin Cunningham TBG Architects—Ben Rippe • Kpff Engineers—Carole Knapel BRING Recycling—Larry Levison City of Springfield— Robert Castile MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Inc.'s written authorization. 750 NW Cornell Avenue•Corvallis,Oregon 97330•phone(541)757-4698•fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402•phone(541)6843849 fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 FE!! Compressive Strength of Concrete TfSI7N6SINSPEl7I0N,l r (ASTM C 391 0°4°4".4 a C.nl,..fi«,Sink« CLIENT Ms.Julie Daniel PROJECT BRING Recycling-Ph.3 DATE 02-03-14 BRING Recycling Center 8 8r>-Htid. PROJECT NO. 2137202 4466 Franklin Blvd. Eugene,Oregon REPORT NO. 9386 Eugene, Oregon 97403 BP NO. =.834-6PR46M=66895 yyOf C- M,te/irs DATE CAST 01-27-14 CAST BY A. Fenstennacher • DATE RECEIVED 01-28-14 STRENGTH REQUIRED 3,000 psi SPECIMEN SIZE 4'x 8' STRENGTH PLACED 3,000 psi SACKS SUPPLIER ESG PRODUCT CODE 313068 CEMENT — MAX SIZE AGG. 3/4" ADDITIVES — AIR CONTENT — LOAD NO. 1 TICKET NO. 60042947 SLUMP 5 1/4" CONCRETE TEMP 55°F YARDAGE 10 OF 20 TIME 9:00 AM AIR TEMP 36°F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION Eight(8)column footings LOAD 1 SAMPLED From footing at lines 3A AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN?) (LBS) LOAD(LES) STRENGTH(PSI) (PSI) TEST FRACTURE" 02-03-14 7 12.56 8.70 21,990 1,750 6:05 AM 5 02-24-14 28 02-24-14 28 Hold will-call 2'1-End Cones 2-Cone/S011 3-Columnar 4—eiagonal 5—sloe(lop or bottom) a—Side(panted lop or bottom) REMARKS: Shawn(CCC)was advised of on-site test results. • Reviewed By: Michael L. Mey , Technical Manager c: Wildish Building Co.-Scott Rogge Wildish Building Co.-Colin Cunningham TBG Architects-Ben Rippe Kptt Engineers-Carole Knapel BRING Recycling-Larry Levison City of Springfield-Robert Castile MLM:aw • This report and/or enclosed test data Is the confidential property of the dent to whom It Is addressed and pertains to the specific process and/or material evaluated. As such.Information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Inc.'s written authorization. 750 NW Cornell Avenue Corvallis,Oregon 97330•phone(541)757-4898•fax(541)757-2991 29540 B Arport Road-Eugene,Oregon 97402•phone(541)684-3849-fax(541)684-3851 62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846