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Home My WebLink AboutBuilding Field Test & Inspection Report 2009-2-11 Field Test Data 'Slump (in.): ASTM Cf43 5;1/2" Max.' Aggr. Size: 3/4" Air Content: ASTM C231 3.4% Air Temperature (F): 43" Material Temp, (F): ASTM C1064 620 Max Temp (F): _._ 1M in Temp (F): _ Specimen Size: 4x8 Unit Weight (pef): ASTM C138' Time Cast: 11 :53 AM Curing Conditions: ASTM , Additives: Results Reported To: . Contractor l""~;l Infon:nation J!I;!!:,:~1if .To BUild On iii!nfIlneerlng . ~ . n..tIng COMPRESSION REPORT Client: Address: S'pringfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722.80173:175 Pro(Name: 'Thurston Elell1entary School Location: 7345 Thurston Road Springfield, Oregon Placement Data: Ro~f at Areas 2 anc(3 Mechanical Pads Material: Concrete Location Sampled At; Roof Area 2, southside Dale Cast: 01/13/09 Ticket No.: IMIX No 3160746 2440~:15200 Date Rec'd: 01/14/09 Weather: Yardage Load: 1 Total: 10 . - ISUPPlie-r: Knife River Clear SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax February1J,2009 cce#176269 (::5-4'0'1 P0272:334:0809 Pete Furlong Date: B.P. No.: P.D.No.: Cast By: II _,__ Compressive Strength Data ASTM C39 Design Strength (psi): required 4,000 placed 4,000 Field Cure lab Cure Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method CytinderNo. lestDate Age (days) Dimensions Max. Load (Ibs.) Fracture Type *' Test Time (d~ys) (days) (inches) (sJ.) (Ibs.). (psi) CGH-03 C1231-03 09-0122 1/20/2009 7 6 4.00 12.57 8.5 55,400 4,410 3 12:18 PM X 09c0123 2/1012009 28 27 4.00 12.57 8.6 74,315 5,910 3 12:42 PM X 09,0124 2/10/2009.' 1 28 27 I 4.01 12.63 1 8.6 74,320 5,910 3 12:46 PM X 09-0125 Hoid I H H 1 .1 H-1 -- COne (both-ends)-i': ConeNertica-t Crack"s (one f!nd) 3 ~ Columnar 4~ Diagonal wIno cracking atends 5 _ Sidefrac ures (at lop of bC'.~oni) Remarks: c: KPFF - ugo.cosla@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associales - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School Dislrict - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu 'City of Springfietd . THIS REPORT IS ,PROVIDED FOR THE INFORIo.IA TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF T~/S REP'ORT BY ANY METHOD, AND.fTS TRANSMITTAL TO A-THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROfilBITED wmlOUT r!-lE WnlT1EN PERMISSION OF PROFESS/aNAL SERVICE INDUSTRIES. 6 - Top fractures(same as #5 bu-t end o'r cyHnl1eris pointed) Respectfully Submitted, rz:ssmI1Lrrnn.e~fl1dustli~S' /I1C. Raymi AliP~N Project Manager 1~$ilfonfJ::::t:~n II!ngIneerlng . ~ . 11IsUng Client: Address: Springfield School District 525 MHI Street Springfield, OR 97477 COMPRESSION REPORT Project No.: 722-80173-168 Proj. Name: Thurston Elementary School Location: . 7345 Thurston Road' Springfield, Oregon SPRINGFIELD OFFICE' 1040" A Shelley Street Springfield, Oregon 974'77 (541)746-9649 - (541)746-7163 fax Date: ~ebrua:i-.4, 2009 CCB#176269 B.P. No.: t,'6- 43' , . P.O. No.: P0272.334-0809 Cast By: Glenn Meeks Jr Field Test Data . 43/4" 3/4" 3.4% . 50" 57" --Placement Data: Ma-ter-ial: -Concrete 8" lrash enclosure walls in heights ranging From 11' 10 9' location Sampled,At: f.}"trash enclosu~e w?Hs to 4~' in height Date Cast: 01/06/09 DateRec'd: 01/07/09 Ticket No.: IMiX No.: Weather: 3352179 40N15200 Cloudv Design Strength (psi): required 4,000 Cylinder No. Test Date 69.0005 1/13/2009 09.0006 2/3/2009 09.0007 2/3/2009 09-0008 Hold Field Cure (days) Lab Cure (days) Age'(days) 7 28 28 H 6 27 27 H ii--1 -"Cone-(tJ-ath:endS) 2- ConeNertTcal"'Cracks (one end) Remarks: C. . . 3 - Columnar Yardage Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Terne iF): Specimen Size: Unit Weight (pef): ASTM C138 Time Cast: 8:50 AM Additives: Results Reoorted To: Contractor Curing Conditions: ASTM Load: 1 10/20 Total: ISuPPlier: Knife River Compressive Strength Data ASTM C39 placed 4,000 Diameter or Dimensions (inches) Cross Sect. Area (s.1.) Cylinder WT. (Ibs.) Max. Load (Ibs.) Compo Strength FraCture Type *' (p~i) C6t7-0J I' e1131-03 I 4.00 1.57 8.6 58,050 . 4,620 6,130 6,260 77,090 I 78,915 I I 4- Diagonal wIno cracking at ends 5 - Side frac Ures (at top of boitom) 4.00 12.57 8.6 4.00 12.57 8.6 4x8 Test Time Capriing Method 2 3 3 11 :2'1 AM 10:02 AM 10:06 AM x X x 6 - Top fractures (same as #5 but end of cylinder is pointed) Respectfully Submilted, p(~fessionU (fices Industries, Inc. KtLLvJ .,~ Raym6nd Aliperli Project Manager . KPFF - ugo.costa@kpff.com Hyland Conslruction - markb@jhconst.com Milstead & Associates - angus@milstead.us Malllum - rberndt@mahlum.com Robert~on/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps~lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu . City of Springfield THIS REPORT IS PROVIDED FOR THE INFORAIA TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF TH/SREPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED \....,THQUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l..~;lInfQrmation ,.,~. .To Build On E '....~, . ,ring. Consulting. n.sting DAILY FIELD REPORT Date Performed: Report Number: January 30, 2009 Client: Springfield School District 525 Mill Street Springfleid, OR 97477 Project Location: Project Name: Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shop/ Field: Weather: 722-80173-187 Thurston ::Iementarl' School - " ~ -- ~ .7345 Thurston Road Springfleld,Or~gon P0272-334-0809 Fieid Inside C'''' 'cf'>. ' "'..... " , <:".' 'r~ \...J \ "0 Field Observations and Comments Performed periodic visual inspection of the following items: Final Visual Inspection on Area #2 and Area #3 Weldments and High Strength Bolting. Welds and High Strength Lejune Boits have been competed at this time. Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with the approved drawings, specifications and applicable AWS D1.1 cods. Contractor was asked to notify our office when additional services are needed. Inspector: Raymond Aliperti, Certification #1017075-86 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, )ofeSSio~Oal se7n,'c I /~ndu:strjes, Inc. l~JJt J~ RaymJ~d Aliperti Project Manager c: KPFF - ugo.costa@kpff.com . Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird.- yolanda.bird@sps.lane.edu City of Springfield THI.C: RFPORT is PRovrDEO FOR THF INFORMATION OF. THE CLIENT ON!.. Y. THE REPRODUCTION OF THIS REPORTc BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD ProfessiG5tfal7SefV1ae'tAdUmdesrlMt'.Tefi'164'O'A iSrrel~TSfjij l$~rrnQfii3MfGR3.J7l'J7JF ,p~fYf1414lfJ964i Io\J~~x~ 'R if&-?1;'f633/TEO -- ~1.ifR!tJ e-.' Information . Jf:!!.~~-:9.7b Build On fiZllglneering . ConIsuIfIng- 1l!tGtIng location: 7345 Thurston Road Sp'ringfield, Oregon SPRINGFIELD OFFICE 1040 - A Shelley Sireet Springfield, Oregon 97477 (541)746-9649 - (54'1)746-7163 fax _Date:.._ _..Ja~uary.I8,1Q09 CCB#176269 B.P. No.: ~-L\"?:>:-") 'P.O. No.: P02,'2=334=0809 Cast By: Pete Furlong COMPRESSION REPORT Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80173'174 Proj. Name: Thurston Elementa,ry School r:ad: Total: Supplier: Knife River 1 10 "Slump'(in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM 9'064 Max Temp (F): Min Temp (F}: ----- Specimen Size: Unit Weight (pef): A$TM C138 rime C~_s~7:55 AM Additives: Results Reported To: Field Test Data ___._._..t!Ill. -5112" 3/4" 3.4% 30" 61"' - -.= . Placement Data: Material: Concrete Concrete ODor slab, second Oo'or at gridline E to H from 5 to 8; and'stairway walls in areas 1 and 2. , , Location Sampled At: concrete f1lot slab from grid line 6.5to 5.5 Dale Cast: 0t/09/09 Dale Rec'd: 01/12/09 Ticket No.: !MiX No.: Weather: 3160666 2440N15200 Clear Yardage 4x8 Curing Conditions: 2 day field cure remainder ASTM Contractor DeSign Strength (psi): ~ required 4.000 Compressive Strength Data ASTM C39 placed 4,000 _m'.. Cylinder No. Test Date Age (days) Fi{ild Cure (days)_ 09-0053 1116/2009 7 I I 09-0054 2/6/2009 28 I I 09-0055 2/6/2009 28 I I 09-0056 Hold H I .1 Lab Cure Diameter or Cross Sect. Area Cylinder WT. Camp. Strength Dimensions Max. Load (Ibs.) Fracture Type .. TestTime (days) (inches) (sJ.) (lbs.) (psi) 6 4.00 12.57 8.5 41,675 3,320 3 9:08 AM 27 4.00 12.57 8.6 62;365 4,960 3 12:29 PM .. --- 27 4.00 12.57 8.6 64,050 5,100 3 12:34 PM '. Cnpping Method C617-03 C1231-03 x X X H ~~' l-~Corie:(t)Oltiends) '2'- tCineNertical Cracks'{one end>" Remarks: c: 3 - Columnar 4 - Diagona(w no crackingal ends 5 - Side frac.ures (at top of bottom) 6 - Top fractures (same as #5 ~u( end of cylinde,-is roinled)- Respectfully Submitted, ~~es~rOJ CQV;,e~ /ndus/lies. Inc. RaY~d Aliperli r Project Manager f(PfF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associales - angus@milstead.us Mahlum - rberndi@mahlum.com Robertson/Sherwood & Archilects - dguadagni@robertsonsherwood.com Springfield School Dislrict - jsaracen@sps.lane.edu .. Yolanda Bird - yolanda.bird@sps.lane.edu 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, IS PROHIBITED W/TfIOUT THE WRIT/EN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.