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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-11-10 (2) A~"p~ ~7rtl 11~'"WUII~'~~'lll)iW r Geotechnical & Construcbon SeI'VlCSS Compressive Strength of Concrete (ASTM C 39) DA TE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG AIR CONTENT 2 TICKET NO 2553113 SLUMP 41/2" 590 F YARDAGE 100 OF 500 TIME 1040 AM 560 F WEATHER Clear SPECIMEN STORAGE ASTM C31 Continuous footings on line 1 from lines C to G, on C from 1 to 2, on 2 from A to C, on A from 2 to 3 5 West stairwell footings on line C 9 from 3 8 to 2 8, on 04 from 3 8 to 2 8, on 2 8 from C 9 to 04 Column footings at lines F1, E1, 01, C1, A1, E2, 02, C2, A2, C3, C4, C5 and A3 On line 1, from C to G CLIENT Ms Knsten Karle PROJECT The Royal BUilding DATE 11-10-06 St Vincent de Paul \ 501 Main Street PROJECT NO 2067145 POBox 24608 Spnngfleld, Oregon REPORT NO 4817 Eugene, Oregon 97402 I B P NO COM2006-00624 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION CAST BY R MarJama 1 0-13-06 3000 pSI 3500 pSI 35-1 KV SACKS CEMENT LOAD 2 SAMPLED TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN 2) (LBS) LOAD (LBS) STRENGTH (PSI) 10-20-06 7 2809 270 99100 3530 11-10-06 28 2818 276 139600 4950 11-10-06 28 2818 276 142800 5070 Hold AVERAGE STRENGTH (PSI) TIME OF TEST 8 05 AM 1 40 PM 1 45 PM 5010 .. A - Cone B - Cone/Spilt C - Cone Shear 0 - Shear E - Columnar REMARKS Curt Dawson (Melli) was adVised of on-site test results' Reviewed By f7, . 'i ~---- Michael L ~ey<il - Technical Manager c Melli Construction - Curt Dawson (emalled) Bergsund Delaney Architecture & Planning Hohbach-Lewln Structural Engineers City of Springfield 'MBI MLMJm ThiS report and/or enclosed test data IS the confidential property of the client to whom ]t 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 Cavalhs, Oregon 97330 phone (541) 757-4698 fax (541) 757-2991 29540 B Airport Rood Eugene, Oregon 97402 phone (541) 684-3849 fax (541) 684-3851 10-14-06 6" x 12" MBI 3/4" TYPE OF FRACTURE** o o E