HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-12-27
I.... ~ .,Information
1:''''. .To Build On
~, ,;"Il . ~ . 'Jb.Ung
Client:
Address:
Mr. Jeff Morton
InnCline Management
2121 Franklin Boulevard
Eugene, OR 97403
Placement Data:
Generator and sidewalk slab,
.
Location Sampled At:
Northwest Corner
Date Cast: 11/14/06
Ticket No.: IMiX No.:
311466 148
Design Strength (psi):
Cylinder No.
~421
_422
06-3423
06,3424
Test Date
11/21/2006
12/12/2006
12/12/2006
Hold
Date Rec'd:
Weather:
11/15106
Clear
*
COMPRESSION REPORT
Project No.: 722-60033-41
Project Name: HOlidq' Inn Express Addition
Location: .,;',' t:/::.:;, !~~8,~r'J'J
Eugene, Oregon
Material: Concrete
required 5,000
Age (days)
7
28
28
Hold
Field Cure
(days)
Hold
Lab Cure
(days)
1
6
27
27
Hold
c:
.. 1 - Cone (both ends) 2 - ConeNertical Cracks (one end)
Remarks:
Mega Pacific Construction
City of Springfield
koad:
Total:
Supplier:
Eugene Sand & Gravel
Slump (in.): ASTM C143-03
Max. Aggr. Size:
Air Content: ASTM C231-03
Air Temperature (F):
Material Temp. (F): ASTM C1064-03
Max Temp (F):
Min Temp (F):
Specimen Size:
Unit Weight (pel): ASTM C138,01
Time Cast: 1 :35 PM
Additives: Hot Water
Results Reported To:
Yardage
1
11
/
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 ph - (541)746-7163 fax
Date: December 27,2006
B.P. No.: 05-05023-01
P.O. No,:
Cast By: Pete Furlong
Field Test Data
5"
3/4" Rock
49.1
77,1
6x12
Curing Conditions:
ASTM C31-03
Contractor
Compressive Strength Data ASTM C39
placed 5,000
Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method
Dimensions Max. load (lbs.) Fracture Type .. Test Time
(inches) (sj.) (Ibs.) Ipsl)
C617-QJ C1231..QJ
5,98 28.11 28,2 86,365 3,070 5 8:44 AM X
5,99 28,21 28,2 117,615 4,170 3 2:33 PM X
6,00 28.27 28.2 118,400 4,190 3 3:39 PM X
6 - Top fractures (same as #5 but end of cylinder is pointe()
Re 1rtcr~~IIY Submitted,
Pre ~'J\J\::r::J~/ndustries, Inc.
St~ven E. Wilder
Laboratory Supervisor
THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT DNL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. IS PROHIBITED
WITHOUT THE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.
; - Columnar 4 - Diagonal wIno craking at ends 5. Side fractures (at top of bottom