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