HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-1-7
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Client:
Address:
Springfield School District
525 Mill Slreet
Springfield, OR 97477
SPRINGFIELD OFFICE
COMPRESSION REPORT
~<g-L-(3:j.;-
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
January 7, 2009 CC8#176269
Project No,: 722"80173-152
Proj, Name: Thurston Elementary School
Location: 7345'Thurston'Road
Springfield, Oregon
Placement Data: Mafe~i_~.I: Concrete'
Slage,wail gridlirie E to E, faf2'to 5 +'curbs at gridline 0 to D,3 ,;t2,5, D,5 to E at 2.5, D to
,.. I - ".- - ~
OTat.5,.5 and O.5to Fat 5:5 \ '
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Location Sampled At:
Stage wail E 10 E,1 at 2 to 5 and curb 0 to 0,3 at 2,5 + 0,5 to E
'at 2,5
Date Cast 12109108 Date Rec'd: 12110108
Ticket No.: IMi:0~;~200 Weather:
3225524 Clear
-
Design Strength (psi): required 4,000
Cylinder No. Tesl Date Age (days) Field Cure Lab Cure
(days) {days)
08-3835 12116/2008 7 6
08-3836 '11612008 28 27
Yardage
Load:
Total: 103/4/15
Supplier:
Knife River
Date:
B.P. No.:
P,O, No,:
Cast By:
P0272-334-0809
Gienn Meeks Jr
-",- -_. -
Field Test Data
5114"
314"
~
Slump (in.): ASTM C143
Max. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F):
'Material Temp, (F): ASTM Cl064
,
,Max Temp (F):
IMin Temp (F):
Specimen Size:
330
560
4x8
Unit Weight (pet): ASTM Cl3a
rime Cast: 9:00 AM
,
Additives:
Results Reported To:
Curing Conditions:
ASTM
Contractor
Compressive Strength Data ASTM C39
placed 4,000
Diameter or
Dimensions
(inChes)
Cross Sect. Area Cylinder WT.
(s.i.) (Ibs.)
C1231-0J
M l d (Ib ) Compo Strength FIT .. Tesl T,-me
ax. oa S. (psi) rac UTe ype
Canning Method
4,00 12,57
,08-3837 I 11612008 28 27 4,00 12.57
08,3838 I Hold H 1 H
-- .. ,
** 1 - Gone (both ends) 2" CdneNertical Cracks' (one end) 3" Columnar 4-- Diagonal w,no cracking at ends 5-~ Side fractures (at-top of bottom)
Remarks: Set #2
c: KPFF - ugo,costa@kpff,com
, Hyland Construction - markb@jhconsl.com
Milstead & Associates - angus@milstead,us
Mahlum - rberndt@mahlum,com
RobeitsonlSherwood & Architects - dguadagni@robertsonsherwood,com
Springfield School District - jsaracen@sps,lane.edu
Yolanda Bird - yolandabird@sps.lane,edu
City of Springfieid
4,00
12,57
C617.03
,
8,5 52,615 'c_4,1?0 3 9:58 AM
8,5 71,265 5,~70 3 8:59 AM
8,5 70,570 I ) 5,61.9/ I 3 9:04 AM
I i ./ I
~_..y
x
X
X
6" Top fractures (same as#5 but end of cylinder is pointed)
Respectfully Submitted,
'tYfesSlonal serv~'c S Industries, Inc,
~{1J J L/Q ,
R;y~d Aliperti
Project Manager
.THIS REPORT IS PROVIDED. FOR THE INFORMATION OF THE CLIENT QNL y, THE REPRODUCTION OF THIS REPORT BY ANY METHOD AND ITS TRANSMITTAL TO A THIRD PARrY BY ANY MEANS EXCEPT IN FULL, IS
PROHIBITED WITHOUT TNE WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. . -
ln~.;lInformation
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Client:
Address:
COMPRESSION REPORT
t~- 431
Springfield School District
525 Mill Street
Springfield, OR 97477
Project No,: 722-80173-162
Proj, Name:Tliurston Elementary School
Location: 7345 Thurston Road,
Springfield, Oregon
PlacenientData: Material: Concrete
Roof gridline B to D af 1 to 5 and roof gridllne'C to D at 5 to 6
~., .
Yardage
2
10/50
Slump (in.): ASTM C143
Max. Aggr. Size:
Air Content: ASTM C231
Air Temperature (F):
Material Temp. (F): ASTM C'1064
Max Temp (F):
,Min Temp (F):
Specimen Size:
Unit Weight (pet): ApTM C138
rime Cast: 8:20 AM
Additives:
-Results Reported To:
Location Sampled At:
Roof grid line C to D a14,5 to 5
Date Cast: 12/29109 Date Rec'd: 12130109
Ticket No.: IMiX No.: Weather:
3352103 40N15200 r:loudy with Rain & Wind
_-1. -
Design Strength (psi):
~ylinder No.
TestDate
08-4018
1/5/2009
08-4019' 1126/2009
08-4020 1126/2009
08-4021 . H
Remarks:
Load:"
Total:
Supp~ier:
Knife River
required 4,000
Compressive Strength Data ASTM C39
placed 4,000
Field Cure Lab Cure Diameter or
'Age (days) (days) "(days) Dimensions
Ynches)
7 6 4,00
28 27
28 l' 27
H H
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97477
(541)746-9649 - (541)746-7163 fax
Ja,nuary 7, 2009 CCB#176269
Date:
s,p, No,:
P.O. No.:
Cast By:
P0271-255-0809
Glenn MeeksJr
Field Test Data
3314"
314"
500
590
'-
4x8
Curing Co~ditions:
1 day Remainder F .C. AS:rM
Contractor
Cros,s Se~_t Area _ Cy.li~der WT. Max. Load (Ibs.) Camp. Strength Fra t rely -*< Test Time
(s.l.) (Ibs.) - (psi) . C U - pe
C617-0J
C1231-QJ
12,57
8.5
50,835
cc: KPFF - ugo,costa@kpff,com
Hyland Conslruclion - markb@jhconsLcom
Milstead & Associates - angus@milstead,us
Mahlum - rberndl@mahlufn,com
RobertsonlSherwood, & Architects- dguadagni@robertsonsherwood,com, .
S"p'ringfield School District ~ jsaracen@sps.lane,edu .
Yolanda Bird - yolanda,bird@sps,lane,edu
City,of Springfield
Capping Method
4,040
9:20 AM
3
x
'Respectfully ~ubmllled,
~~Sj\l ~~s Industries, Inc
Raymond Ali;~~
Project Manager
, ,
rHIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT ONLY.- THE REPRODUCTION OF THIS REPORT BYANY METHOD. :AND ITS TRANSMITTAL TO A THIRD PARTY BYANY MEANS EXCEPT IN FULL. IS PROHiBITED
WITHOUT /HE WRITTEN
". - -. PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.