Loading...
HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-9-17 'l ,. .,. ... .'lInrormation ''fIUIl!!!!'' . y" , " 1!:!!..tii:7l!- 7b Build On lI!rngiIIe _ "_ . ~ . 7IIatfng , Client: Address: Matt Keenan KPFF Consulting Engineers 1201 Oak,Street, Suite 100 Eugen~, OR97401 ....Placeme'nt'Data: Sidewalk and curb north of bike rack Location Sampled'At: Southern section of sidewalk " .Date Cast: 08/26/09 Date Rec'd: 08/27/09 .Ticket No.: IMiX No.: Weather: 3442707 2435P27200 Clear Desh:," Strenqth, (DSi): reouired , Cylinder No. Test Date. Age (days) Field Cure Lab Cure (days) (days) 09-1722 9/2/2009 7 ,6 09-1723 9/23/2009 28 1 27 09-1724 9/23/2009, 28 ,1 27' 09.1725 9/23/2009 28 ,27 Slump (in,): ASTM C143 4" Max, Aggr, Size: 1/2" Air Content: ASTM C231 5.,1 % Air Temperature (F): Material Temp. (F): ASTM C1064 "- Max Temp (F): Min Temp (F): Specimen Size: 4x8 Unit Weight (pel): ASTM C138 Time Cast: 7:30 AM Curing Conditions: Additives: Results RepiJrtedTo: Contractor Diameter or Cross Sect. A~ea CylinderWT. ~omp. Strength 'Dimensions Max,Load (Ibs.) Fracture Type *' Test Time (iriches) (S,I.) , (Ibs.) (pSi) .4,01 12,63 8.4 45;375 , 3,590 3 1:53 PM COMPRESSION REPORT Project No.: 722-90102-16 , P 'N Thurston Elementary School rOJ. ame: P 'I "009 ' . " '_~bhc mprovement 2 ~ Location:. 7345'Thurslon RoiiCl" Springfield,Oregon-'- Material: Con'cr~te ',koad: Total: Supplier: Knife River Yardage 1 103/4 Compressive Strength Data ASTM C39 Dlaced 3,500 " L ..... 'f ~ Cone (hoth ends) '2 ~,ConeNerijcal Cracks (one elid) , -3 - to"lumnar. 4" - 'Diagonal w.no,cracking,at ends - 5 ~ Side frac ures (at top Ofh( (tom) Remarks: ' cc: Springfield School District - Bill Hirsch' John Hyland Construction - Mark BrabHamm Robertson Sherwood Architects - Dave Guadagni City of Springfield - DennyWrighl \12- SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax September 17, 2009 CCB#176269 to-1..{3'l " Date: B.P. No.: P,O, No.: Cast By: Glenn Meek Jr. . Field Test Data .J ASTM Capping, Method C617 _ C1231 x 6 ~Top fr iclures (same as #'5 but'end'Of.cylinderiS pointed) R~m~:~UIIY submitted, " ' px;JLn~/ndustries,lnc, Sleven E, Wilder Laboratory Supervisor These results relate only to the specific samples tested and maY-not be indicative of other locations, This report cannot be reproduced, except in full, without written permission by Professional Service Industries, Inc, ~ l"'~;1 Information ,.,~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Project Location: ~2-90102-14 ''3-lBl,. urston'Elementary School Public Improvements 2009 7345 Thurston R.oair ' Springfield, Oregon Date Performed: Client: August26,2009 Matt Keenan KPFF Consulling Engineers 1201 Oak Street, Suite 100 Eugene, OR 97401 Report Number: ,~Q'1\:; , Pfoject Name: PO No.: Type of Inspection: Concrete Weather: Clear Field Observations and Comments As directed by client, continuous inspection during placement of concrete was not required at the following 10cations:1 sidewalk and curb north of bike rack, Sam pie: southern section of sidewalk, Concrete was placed by chute and screed, Cast one (1) set of four (4) (4x8) concrete test cylinders, Contractor was asked to notify our office when additional services are needed, To the best of our knowledge, the work inpsected above was in accordance with the building department approved design drawings, specifications, and applicable workmanship provisions of the International Building Codes, Tvne af Material Supplier Mix# Slump , Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardape Placed Inspector: Devon Hovis CCB# 176269 Set #1 Knife River 2435P27200 4" 5,1% 68' 77' 7:30 AM 3500 4 10,75 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Su ]OfeSSional' e , , Id mith Branch Manager itted, 'ce I (rieS, Inc, cc: Springfield School District - Bill Hirsch , John Hyland Construction - Mark BrabHafTlm Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright RECt:/Vt:D Sfp 2 3 2009 THIS R~Dr.~T Ie:: pprl\I/f")~n ~n~ TI-J~ ,,,,~np~uo Tin^, nr:: ,1-/;:: rl '1="', n^,1 Y TI-/r:: r:n::PJ:<(J{)/If:TlnN nr:: ,14/<:: RFPORT BY ANY METHnn ANf) IT.<:; TRAN!,;MITTAI TO A THIRD PAIIf\1'!l'1'iw;!~IlIi9~JIo!IP~\Ii\eAJ!JJ"WlJ\\\W""'~~~li\IlSrllIOeI.d-"lMMiO'''''P_iWlIn1iSMII!l;,,'.__SJ1lS37163 L"'~;1 Information "..,. .To Build On Engineering . Consulting . Testing ~ DAILY FIELD REPORT Date Performed: Client: August25,2009 Bill Rhoades Delta Sand & Gravel 999 Division Ave Eugene, OR 97404 ~eport.Number: bO ~ Project Name: 722-90113-7 C5-l\ 7)1 Tbl.l,rston Bike She,lter n \ ,- I:)L\ 5 :rh lll2.,\ h)(\ K-t: Thurston ElemenIa,y'School Springfield, Oregon Project Location: PO No.: Type of Inspection: Welding Weather: Clear Field Observations and Comments Performed periodic visual inspection of the, following items: bike shelter completed'weld on 2nd column from.'horth end' and all welds slagged, Weldments were inspected for size, length, profile, and locations, To the best of our knowledge, the work inspected is in conformance with drawings, specifications, and applicable D1,1 codes, Contractor was asked to ,notify our office when additional services are needed, Inspector: David F. Smith, AWS QC1 #0801284 Reviewed by: Greg Boehland CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, ~~~ri"~ David Smith Branch Manager cc: City of Springfield Springfield School District - John Saraceno John Hyland Construction - Mark Brabham Robertson,Sherwood Architects - Dave Guadagni KPFF - Matt Keenan KPFF - Steve Rodolt Milstead & Associates - Bill Hirsch THfS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT aNL 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 5411746.7163 l... ~ ;Zbiformation ,.,~. .To Build On Engineering . Consulting. Testing ~ DAILY FIELD REPORT Date Performed: Client: August 24, 2009 Bill Rhoades Delta Sand & Gravel 999 Division Ave Eugene, OR 97404 Report Number: , ~Z~ctName: Project Location: 722-90113-6 C~-L\?:Jl Thurston Bike Shelter -rl,~Jo~~ School Springfield, Oregon PO No.: Type of Inspection: Welding Weather: Clear Field Observations and Comments Performed periodic visual inspection of the following items: bike shelter structure reference detail sheets 2A-4 and 5. Weldments were inspectea16F siz~enghprofife, and localions~To 'the best of our knowledge, the work inspected is in , conformance with drawings, specifications, and applicable D1,1 codes, The following items were in non-conformance: complete weld on column to base plate at 2nd column from north end, and slag all welds, Contractor was asked to notify our office when additional services are needed, 'Inspector: David F. Smith, AWS QC1 #0801284 Reviewed by: Greg Boehland CeB #176269 If you have any questions regarding this report, please feel free to contact us at 541 "746-9649, Respectfully Submitted ' D~7r~~ David Smith Branch Manager cc: City of Springfield Springfield School District - John Saraceno JOhn Hyland Construction - Mark Brabham Robertson Sherwood Architects - Dave Guadagni KPFF - Matt Keenan KPFF - Steve Rodolt Milstead & Associates - Bill Hirsch THIS REPORT IS PROVIDED FOR THE INFDRMA 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. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PRDHIBfTED. Professional Service Industries, Inc. . 1 04Q-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649 . Fax 5411746~716_3