HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-11-28
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Geotechnical & Construcbon Sel'Vlces
Compressive Strength of Concrete
(ASTM C 39) .
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CLIENT Ms KnstenKarle ,
PROJECT The Royal Building DATE 11-28-06
St Vincent de Paul 501 Main Street PROJECT NO 2067145
POBox 24608 Spnngfleld, Oregon REPORT NO 4848
Eugene, Oregon 97402
B P NO COM2006-00624
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DA TE CAST 10-31-06 CAST BY E MarJama DATE RECEIVED 11-01-06
STRENGTH REQUIRED 3000 pSI SPECIMEN SIZE 6" x 12"
STRENGTH PLACED 3000 pSI SACKS SUPPLIER MBI
PRODUCT CODE 30-5PV 'CEMENT MAX SIZE AGG 3/4"
ADDITIVES AIR CONTENT
LOAD NO 1 TICKET NO 2322404 SLUMP 5"
CONCRETE TEMP 630 F YARDAGE 105 OF 105 TIME 7 50 AM
AIR TEMP 400 F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION Penmeter stemwalls
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
(IN 2) "
DATE (DAYS) (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE**
11-07-06 7 2818 272 58500 2080 8 10 AM D
11-28-06 28 2827 272 8950'0 3170 8 50 AM D
11-28-06 28 2827 273 91600 3240 3205 8 55 AM D
Hold I
.. A - Cone B - Cone/Spilt C - Cone Shear D - Shear E - Columnar
REMARKS Curt Dawson (Melli Construction) was advised of on-site test results
ReViewed By
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Michael L' Mtir-
Technical Manager
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Melli Construction - Curt Melli (e-mail)
Melli Construction - Curt Dawson (e-mail)
Bergsund Delaney Architecture & Planning (e-mail)
Hohbach-Lewln Structural Engineers (e-mail)
City of Springfield
MBI'
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RECEIVED
DEe 0 4 7006
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 matenal 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 wntten authOrization
750 NW Cornell Avenue Corvallis Qegon 97330 phone (541) 757-4698 fax (541) 757-2991
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