HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-7-6
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pient:
'Address.
Ms Julie Daniels
Bring Recycling
PO Box 885
Eugene, Oregon 97440
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;Placement Data
~slaQ gndlme 4-7 from A to B
,
I ~
'Location Sampled At
; A 5 at 5
: :Date Cast 06/03/06
, ,Ticket No _ MIX No
, 2614449 2430NIEOVM
. Matenal
SPRINGFIELD OFFICE
COMPRESSION REPORT
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
July 6, 2006
COM 2006-00202
PrOject No : 722-60111-30
proJ Name. Planet Improvements Center, Ph I
Location: 4446 Franklin Blvd
Spnngfleld,Oregon
Date:
B.P. No..
PO. No.:
Cast By:
Pete Furlong
Field Test Data
Yardage
", ,0. '
Slump (10) ASTM C143
Max Aggr Size
Air Content ASTM C231
Air Temperature (F)
Matenal Temp (F) ASTM C1064
Max Temp (F)
Mm Temp (F)
Specimen Size
Unat Weight (pcf) ASTM C138
Time Cast 5 55 AM
Additives
Results Reported To
6"
3/4"
570
68
78
63
6 X 12
2
9 1/2
Load
Total
Supplier
Morse Bros
Cunng Conditions
ASTM C31
Date Rec'd 06/04/06
Weather
::;:;: _."......~.,. .."'...,..,,._"-,..... _.. ......" ,,,., o. .". ...,,_~....., ..."...",.".....
Clear
required 3,000
DeSign Strength (psi):
...- ._,-..._......1." ,......"_",......".,,..
,
; Cylinder No
I
06-1387
06-1388
06-1389
06-1390
:06-1391
Test Date
6/13/2006
6/13/2006
7/1/2006
7/1/2006
7/1/2006
Field Cure
(days)
Age (days)
10
10
28
28
28
Lab Cure
(days)
Contractor
9
9
27
27
27
Compressive Strength Data ASTM C39
placed 3,000
Diameter or Cross Sect Area Cylinder WT Comp Strength Capping Method
Dimensions Max Load (Ibs ) Fracture Type ,- Test Time
(Inches) (s I ) (Ibs) (pSI)
C617-03 C1231-03
600 2827 288 98,855 3,500 5 11 08 AM X
600 2827 287 99,925 3,530 5 11 17 AM X
603 2856 288 122,850 4,300 2 8 56 AM X
600 2827 288 121,860 4,310 2 9 06 AM X
601 2831 288 124,360 4,390 2 9 01 AM X
** 1 _ Cone (boH.;.end~r.'2.'-Con~rJ~.~i;~afCracks (one end.) 3 - Columnar
Remarks
4 - Diagonal w/nJ craklng at ends
5 - Side fractures (at top of bottom)
6 _ Top fractures (same as #5 Jut end of cylinder IS pOinted)
RE'3~~~UIlY Submitted,
Pr, ~r;:o.nal ~ces Industnes, Inc
S{e\ben J:,~llder
Laboratory Supervisor
c:
TBG Architects & Planners
City of Spnngfleld
Morns Kielty Construction
Morse Bras
THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONL 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 WRITTE
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES