Loading...
HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-12-27 (2) . ~~t"~ ..." ...- II ~'lljUI:t1/~' ~ III [Ill' IIIU!I ,/ . . Geoted1nical & Construction Servires Compressive Strength of Concrete (ASTM C 39) CLIENT Ms. Kristen Karle PROJECT The Royal Building DATE 12-27-06 St. Vincent de Paul 501 Main Street PROJECT NO. 2067145 P.O. Box 24608 Springfield, Oregon REPORT NO. 4891 EUgene, Oregon 97402 B.P. NO. COM2006-00624 TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) 12-06-06 7 28.27 28.1 84300 2980 12-27-06 28 28.18 28.1 129000 4580 12-27-06 28 28.18 28.1 129200 4580 Hold DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 4 SAMPLED 11-29-06 CAST BY A. Fenstermacher DATE RECEIVED 11-30-06 3000 psi SPECIMEN SIZE 6" x 12" 3000 psi SACKS SUPPLIER MBI 24F4NE5200 CEMENT MAX SIZE AGG. 3/4" Hot Water, Verifi Fibers AIR CONTENT 4 TICKET NO. 2554555 SLUMP 6" 56' F YARDAGE 10.5 OF 60.0 TIME 9:20 AM 34' F WEATHER Clear SPECIMEN STORAGE ASTM C31 Perimeter footing on line G, between 1 and 6; transformer room footing and stemwall; slab on grade between lines 1 and 6, from D to G with the following exceptions: between 5.5 and 6, from E to G and between 1 and 3.6, from D to E. Near lines 4E. AVERAGE STRENGTH (PSIl TIME OF TEST 9:50 AM 9:10AM 9:15AM TYPE OF FRACTURE.. D E E 4580 .. A . Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar REMARKS: Derick (Melli) was advised of on-site test results. Reviewed By: /Jtl!ul/t (;() -Michael L. Meyer . Technical Manager Meili Construction - Curt Meili (e-mail) Meili Construction - Curt Dawson (e-mail) Bergsund Delaney Architecture & Planning (e-mail) Hohbach-Lewin Structural Engineers (e-mail) City of Springfield MBI c: MLM:jm RECEIVED JAt'f 0 3 7007 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 andlor any part thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization. 750 r-NV CanelI Avenue' CcxvaIles, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airpo1 Road . Eugene, Oregon 97402 . phone (541) 684J849 . fax (541) 684-3851