HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-11-8
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Geotechnical & Construcbon Services
Compressive Strength of Concrete
(ASTM C 39)
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CLIENT
Mr Richard Hunsacker
M & M Land Company
101 E Broadway - STE 101
Eugene, Oregon 97401
PROJECT
Mohawk Corner
SE Mohawk & Marcola Rd
Spnngfleld, Oregon
P30504
COM 2006-00865
DATE
PROJECT NO.
.REPORT NO
11-08-06
2067197
4852
BP NO
DA TE CAST 11-01-06 CAST BY A Fenstermacher DA TE RECEIVED 11-02-06
STRENGTH REQUIRED 2500 pSI SPECIMEN SIZE 6" x 12"
STRENGTH PLACED 2500 pSI SACKS SUPPLIER ESG
PRODUCT CODE 2143 CEMENT MAX SIZE AGG 3/4"
ADDITIVES AIR CONTENT
LOAD NO 1 TICKET NO 310955 SLUMP 4 1/4"
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CONCRETE TEMP 64~ F YARDAGE 75 OF 75 TIME 1240 PM
AIR TEMP 510 F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION Alllntenor pad footmgs
TEST AGE AREA WEIGHT TOTAL
DATE (DAYS) (IN 2) (LBS) LOAD (LBS)
11-08-06 7 2827 I 290 I 41100
11-29-06 I . 28 I I
11-29-06 28 1 1 1.-.
Hold I I
.. A - Cone B - Cone/Spilt C . Cone Shear D . Shear E . Columnar
TIME OF
TEST
8 50 AM
TYPE OF
FRACTURE**
D
REMARKS
Chad (McKenzie) was adVised of on-site test results
Reviewed By
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Michael L MeyJ
Te~hnlcal Manager
c McKenZie Commercial
Concentnc Archlture
MGH Associates
Eugene Sand & Gravel
MLMJm
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ThiS report and/or enclosed test data IS the confidential property of the client to whom It is addressed and pertains to the spe~flc
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 & Inspeclion, Inc 's written authOriZation
7EfJ NVV 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