HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-10-20 (2)
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Geotechnical & Construcbon SeI'VlCSS
Compressive Strength of Concrete
(ASTM C 39)
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CLIENT Ms Knsten Karle PROJECT The Royal BUilding DATE 10-20-06
St Vincent de Paul 501 Main Street PROJECT NO 2067145
POBox 24608 Spnngfleld, Oregon REPORT NO 4816
Eugene, Oregon 97402
B P NO COM2006-00624
DA TE CAST 10-13-06 CAST BY R MarJama DATE RECEIVED 10-14-06
STRENGTH REQUIRED 4000 pSI SPECIMEN SIZE 6" x 12"
STRENGTH PLACED 4000 pSI SACKS SUPPLIER MBI
PRODUCT CODE 24 F4 NE5200 CEMENT MAX SIZE AGG 3/4"
ADDITIVES AIR CONTENT
LOAD NO 1 TICKET NO 2618221 SLUMP 4 1/4"
CONCRETE TEMP 610 F YARDAGE 55 OF 55 TIME 9 45 AM
AIR TEMP 540 F WEATHER Clear SPECIMEN STORAGE ASTM C31
POUR LOCATION Elevator Pit centered at line 3E
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH
DATE (DAYS) (IN 2) (LBS) LOAD (LBS) STRENGTH (PSI) (PSI)
10-20-06 7 2809 285 107300 3820
11-10-06 28
11-10-06 28
Hold
.. A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar
TIME OF
TEST
8 00 AM
TYPE OF
FRACTURE"
D
REMARKS Curt Dawson (Melli) was advised of on-site test results
ReViewed By
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Michael L M~er
Technical Manager
c Melli Construction - Curt Dawson (emailed)
Bergsund Delaney Architecture & Planning
Hohbach-Lewln Structural Engineers
City of Spnngfleld
MBI
MLMJm
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 herem 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 Comell Avenue Cavalhs, Oegon 97330 phone (541) 757-4698 fax (541) 757-2991
29540 B Airport Road Eugene, Oegon 97402 phone (541 ) 684-3849 fax (541 ) 684-3851