HomeMy WebLinkAboutPermit Field Test & Inspection Report 2008-10-31
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DAILY FIELD REPORT
Date Performed:
Client:
October 31, 2008
Springfield School District
525 Mill Street
Springfield, OR 97477
Report Number:
722-80174-103
Project Name:
Maple Elementary School
2109 J Street
Springfield, OR
Project Location:
Contractor:
Fabricator:
Type of Inspection:
John Hyland
Knife River
Welding
P.O. No:
Shopl Field:
Weather:
P0271-255-0809
Shop ""Z. ~/
Rain c'1)"- L[u 0
Field Observations and Comments
Performed periodic visual inspection of the following items: Nelson studs for embed plates part numbers P-01 (33).
Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in
conformance with a~~roved design drawings, specifications, and appiicable AWS D1.1 codes.
Inspector: Chris McDonald, Certification #5298238-52
eBB #176269
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
professio~1 Service Industries, Inc.
&iAli~
Project Manager
c: Springfield School District - jsaracen@sps.lane.edu
Milstead & Associates - doug@milstead.us
Hyland Construction - jeffdurmaj@jhconst.com
RobertsonlSherwood Architects - dguadagni@robertsonsherwciod.com
Yolanda Bird - yolanda.bird@sps.lane.edu
KPFF - ugo.costa@kpff.com
Mahlum - rberndt@mahlum
City of Springfield
THIS REPORT IS PROVIDED FOR THE INFORMATION 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. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, 1$ PROHIBITED.
Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phon.8 541n46.9649. Fax 541/746-7163
j....~ -=., Information
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Client:
Address:
Springfield School District
525 Mill Street
Springfield, OR 97477.
,Placement O-ati ..
Concrete placed at tilt up panel #14 (decorative)
COMPRESSION REPORT
SPRINGFIELD OFFICE
1040 - A Shelley Street
Springfield, Oregon 97417
(541)746-9649 - (541)746-7163 fax
November 4, 2008 CCB#176269
Project No.: 722-80174-94
Proj. Name: Maple Elementary School
. Location: 2109 J Street
Springfield, OR
Date:
B.P. No.:
P.O. No.:
Cast By:
P0271-255-0809
Dale Russell
Field Test Data
M'aterlal: Concrete
5"
Location Sampled At:
Same as above
Date Cast: 10106108 Date Rec'd: 10/07/08
Ti;~;~~~~ I;~~~;;~AOFM Weather: . Overcast
Des;!!n Stren!!th (psi):
,
reauired 6,000
Age (days) Field Cure Lab Cure
(days) (days)
7 I 6
28 I 27
28 I 27
H I H
Cylinder No.
Test Date
08-3009 1 0/13/2008~1
08-3010 11/3/2008 I
08-3011 . 11/3/2008 I
08'3012 Hold I
Remarks:
koad:
Total:
Supplier;
Knife River'
,Slump (in..): ASTM C143
Max. Aggr. Size:
'Air Content: ASTM C231
A.ir Temperature (F):
Malerial Temp. (F): ASTM C1064
Max Temp (F):
IMin Temp (Fl:
Specimen Size:
Unit Weight (pcf): ASTM C138
.TimeCast: 7:45 AM
, . .
Addjtives:
Results.Reported To:
Contractor
3/4"
3.1%
59'
69'
69' .
66'
4x8
Yardage
1
8.75112
Curing Conditions:
ASTM
Compressive Strength Data ASTM C39
Dlaced 6,000
DIameter or Cross Sect. Area CYlinder WT. Compo Strength F . T ..
Dimensions (s.l.) (Ibs,) Max. Load (Ibs.) (psi) racture ype lest Time
(Inches)
3.99 12.51 I 8.5 71,530 5,720 2 12:55 PM
4.00 12.57 I 8.5 91,530 7,280 3 2:17 PM
4.00 12.57 1 8.5 89,960 7,160 3 2:22 PM
.1
Capping Me'hod
C617-03 I C1231-Q3
x
x
X
Respectfully Submitted,
~ofe~v:71~iGes Industries, Inc.
~~nd Aliperti
Project Manager
c: KPFF - ugo.costa@kpff.com
Hyland Construction - jeffdurmaj@jhconst.com
Miistead & Associates - doug@milstead.us
Mahlum - rberndt@mahlum.com
RobertsonlSherwood Architects - dguadagni@robertsonstierwood.com
Springfield School District - jsaracen@sps.lane,edu
Yotanda Bird - yolanda.bird@sps.lane.edu
City of Springfield
THIS REPORT IS PROVIDED FOR THE INFORMA nON 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 WRITTEN
PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. .
l...~ ;Zlnjormation
,.,~. .To Build On
Engineering. Consulting. Testing
DAILY FIELD REPORT
Date Performed: October 30, 2008 Report Number: 722-80174-101
Client: Springfield School District Project Name: Maple Elementary School
525 Mill Street
Springfield, OR 97477 Project Location: 2109 J Street
Springfield, OR
Contractor: John Hyland P.O. No: P0271-255-0809
Erector: Axis Crane Shop/ Field: Field
Type of Inspection: Welding Weather: Cloudy
Field Observations and Comments
Performed periodic visual inspection of the following items: Single pass fillet weldments of shear plates to embeds
(5/S604) at 2nd fioor elevation along A from 5-8, and along 5 from A to D. Also weJdments in gym (per attached sketch)
at plates to embeds for seated truss connections -see RFI #128. Weldments were inspected for size, length, profile
and locations. To the best of our knowledge, the work inspected Is in conformance with approved drawings,
specifications and applicable AWS D1.1 codes. Contractor was asked to notify our office when additional services are
needed. Weldments were Inspected for size, length, profile and locations. To the best of our knowledge, the work
Inspected is in conformance with approved design drawing..s, specifications, and applicable AWS D1.1 codes.
Inspector: Chris Thomason, Certification # 5069949.85
CBB #176269
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
~~U~ce Industries, Inc.
Raymond AIiPertr
Project Manager
c: Springfield School District - jsaracen@sps.lane.edu
Milstead & Associates - doug@milstead.us
Hyland Construction - jeffdurmaj@jhconst.com
RobertsonlSherwood Architects - dguadagni@robertsonsherwood.com
Yolanda Bird - yolanda,bird@sps.lane.edu
KPFF - ugo.costa@kpff.com
Mahlum - rberndt@mahlum
City of Springfield
THIS REPORT IS PRQVIDEDFOR THE INFORMATION 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. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc,. 1 040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649 -Fax 541/746-7163
. . .
1 ~~;llnformation
",~. .To Build On
Engineering. Consulting. Testing
DAILY FIELD REPORT
Date Performed:
Client:
October 29, 2008
Springfield School District
525 Mill Street
Springfield, OR 97477
Report Number:
722-80174-100
Project Name:
Maple Elementary School
2109 J Street
Springfield, OR
Project Location:
Contractor:
Fabricator:
Type of. Inspection:
John Hyland
MetalSome
Welding
P.O. No:
Shopl Field:
Weather:
P0271-255-0B09
Shop
Inside
Field Observations and Comments
Performed periodic visual inspection of the following items: single pass fillet weldments to structural components mark
numbers 201B, 205CB, 206M, 212A, 212B, 224D and 227B. Weldments were inspected for size, length, profile and
locations. To the best of our knowledge, the work inspected Is in conformance with approved design drawings,
specifications, and applicable AWS D1.1 codes, Fabricator was asked to notify our office when additional services are
needed,
Inspector: Chris Thomason, Certification #5069949.85
eBB #176269
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
, WJ~ndustries.lnc.
Raymond Aliperti
Project Manager
c: Springfield School District - jsaracen@sps.lane.edu
Milstead & Associates - doug@milstead.us
Hyland Construction - jeffdurmaj@jhconst.com
Robertson/Sherwood Architects - dguadagni@robertsonsherwood,com
Yolanda Bird - yolanda.bird@sps.lane.edu
KPFF - ugo.costa@kpff.com .
Mahlum - rberndt@mahlum
City of Springfield
THIS REPORT IS PROVIDED FOR THE INFORMATION 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649 . Fax 541/746-7163
. . .
l~~;llnjormation
",~. .To Build On
Engineering . Consulting. Testing
DAILY FIELD REPORT
Date Performed: October 28, 2008 Report Number: 722-80174-98
Client: Springfield School District Project Name: Maple Elementary School
525 Mill Street
Springfield, OR 97477 Project Location: 2109 J Street
Springfield, OR
Contractor: John Hyland P.O. No: P0271-255-0809
Fabricator: MetalSome Shopl Field: Shop
Type of Inspection: Welding Weather: Inside
Field Observations and Comments
Performed periodic visual inspection of the following items: Single pass fillet weldments to structural components mark'
numbers 201A, 202A, 2028, 203A, 203B, 203E, 2048, 204C, 204D, 204F, 205A, 2058, 2060, 207D (2 pc), 207A, 207C,
210A, 2108, 211B (2pc), 212C, 217A, 2178, 217C, 217D, 2188, 218C (2pc), 228, 222C, 223A, 224A, 224B and 225F
(6pc). Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work
inspected is in conformance with approved design drawings, specifications, and applicable 01.1 codes. Fabricator was
asked to notify our office when additional services are needed.
Inspector: Chris Thomason, Certification #5069949-85
CBS #176269
If you have any questions regarding this report, please feel free to contact us at 541-746-9649.
Respectfully Submitted,
0J\jal~ndustries, Inc.
~aymond AIiPer
Project Manager
c: Springfield School District - jsaracen@sps.lane.edu
Milstead & Associates - doug@milstead.us
Hyland Construction - jeffdurmaj@jhconst.com
RobertsonlSherwood Architects - dguadagni@robertsonsherwood,com
Yolanda Bird - yolanda.bird@sps.lane.edu
KPFF - ugo.costa@kpff.com
Mahlum - rberndt@mahlum
City of Springfield
THIS REPORT IS PROVIDED FOR THE INfORMA TION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD
PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.
Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541n46-9649. Fax 541(746-7163