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Home My WebLink AboutBuilding Field Test & Inspection Report 2008-10-22 ...~;lIrifonnation l~~. ToBuildOn 1fniIIne, .'., I . ec..uIIIns . n.ung Client: Address: Springfield School District 525 Mill Slreet ' Springfield. OR 97477 .Placement Data: . Tiltcup panel #'8 7. 23, 25, 28, 29 34. 42 and 56, COMPRESSION REPORT // /~ r <Y ....t.f L t)/ ' SPRINGFIELD OFFICE , 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 22,2008 CCB#176269 " Project No.: 72~:8017 4-88 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 ' koad: Total: Supplier: Knife River Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp, (F): ASTM Cl064 Max Temp (F): Min Temo (F): .Specimen Size: Unit Weight (pc!): ASTM C138 Time Cast: 8: 15 AM Additives: Results Reported To: Field Test Data 51/2 314" 2.4% 52" 650 . Material: Concrete Location Sampled At: Panel #25 Date Cast: Ticket No.: 3159594 09124/08 IM~~~~'~OF~ _. Date Rec'd: 09/25108 Weather: Clear Design Strength (psi): required 6,000 Cylinder No. Test Date Field Cure (days) Lab Cure (days) Age (days) 08-2862 ,10/1/2008 08-2863 10122/2008 08-2864 1012212008 7 28 28 1, 1 1 6 27 '27 Yardage 3 26,25/118 4x8 144,74 Curing Conditions: ASTM Contractor l Compressive Strength Data ASTM C39 Dlaced 6,000 Diameter or Cross Sect. Area Cylinder WT. Camp. Strength F t T *' Capping Method Dimensions (5.1,) (lb5,) Max. Load (Ibs.) (psi) rac ure ype Test Time (inChes) C611.03 C1231-03 3,99 12,51 8,5 67,660 5,410 2 10:48 AM X 4,00 12,57 8,5 91,155 7,250 3 3:19 PM X 3.99 12.51 8.5 92,005 7,350 2 3:23 PM X 08-2865 Hold H 1 H Remarks: Second set of ce's not required as per contractors approval. Respectfully Submitted, e;:SSlonJ Services Industries, Inc. RaY~d Ali~ Project Manager c: KPFF - ugo,costa@kpff,com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead,us Mahlum - rberndl@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 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 WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. ; ..'eo.' Information "~~.l7bBuildOn 6lItglne,,, .,1.,."" ~..1'INrUng Clierit: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Placement Data: Concrete placed at till up panel #14 (decorative) COMPRESSION REPORT 'Project No.: 722-80174-94 Proj. Name: Maple Elementary School Location: 2109 J Street Springfield, OR Material: Concrete Location Sampled At: Same as above Date Cast: 10/06/08 Date Rec'd: Ti;~~~~;~ I~~~~;;~AOFM Weather: 10/07/08 Overcast DesiQn Strenqlh (psi): Cylinder No. 08-3009 08-3010 08-3011 08-3012 Remarks; required 6,000 Test Date Age (days) Field Cure Lab Cure . (days) (days) 7 6 28 27 28 27 H H Yardage 1 8,75/12 Load: Total: Supplier: Knife River Stump (In.>,: ASTM C143 Max. Aggr. Size: , ,Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): !'IIin TemD (F): Specimen Size: Unit Weight (pcl): ASTM C138 Time Cast: 7:45 AM A.dditives: Results' Reported' To; Compressive Strength Data ASTM C39 placed 6,000 Diameter or Dimensions (inches) Cross Sect. Area (s.l,) 10/13/2008 11/3/2008 11/3/2008 Hoid 3,99 12,51 ,co -' 'KPFF'"ugo,costa@kpff,com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@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 Cylinder WT. (Ibs,) '> SPRINGFIELD OFFICE 1040 - A Shelley Stroeet Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 15,2008 CCB#176269 Date: B,P. No.; P.O, No.: Cast By: P0271-255-0809 Dale Russell Field Test Data 5,720 5" 3/4" 3~ 1% 59" 69" 69" 66" 4x8 Contractor Curing Conditions: ASTM I ~ Max. Load (Ibs.) Compo Strength Fracture Type'" Test Time (psi) . C617-03 C1231-DJ Capping. Method 2 12:55 PM x 8,5 71,530 Respectfully.Submitted, .PfJf:S~O'{) ~ Industries. fnc k~d Aliperti Project Manager THIS REPORT IS PROVIDED FOR THE fNFORA,1ATlON 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 WITI-lOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. .. " l...~ ;Zlnjormation fI~. .To Build On Engineering. Consulting . ~stlng DAILY FIELD REPORT Date Performed: Client: October 15, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-95 Project Name: Maple ~Iementary School 2109 J Street Springfield, OR Project Location: Contractor: Fabricator: Type of Inspection: John Hyland MetalSome Welding P.O. No: Shopl Field: Weather: P0271-255-0809 Shop Overcast Field Observations and Comments Performed periodic visual inspection of the following items: Embeds (4) EMSA, (4) EMSB (see attachment), (4) 4C, (1) 6C; beams (1) 117E, (1) 118M, (1) 101B, (1) 101A, (1) 102B, and (1) 102A, also stair piece (2) S4-1 and (2) S4-2; columns (1) 151B and (1) 150A. ' 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 D1,1 codes. Inspector: David F Smith, Certification #0877340-85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~Ofess~V ~dustries. Inc, ,~~d Aliperti Project Manager c: Springfield School District - jsaracen@sps,lane,edu Milstead & Associates - doug@milstead,us Hyland Construction - jeffdurmaj@jhcbnst.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 Attachment: Details (2 pages) 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. f$ PROHIBITED. Professional Service I~dus~ries, Inc.. 1040A Shell~_St. . Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 ..:, "'"', '<0 .k . "'-':-:.':" --.,- ,:.-. ',.' . ~d{ 6 ~ -- (C' ~" ' , , , , . '. . ". .... ,'j '~~< .7' 8"-- "~W(TjfJ.) :":7.',.1 , :1'" r' 'i;-"I' 1::::/ ::..i Jr One Stair. r>.,. .... _I C-~. rtJ{ " , 1-" /r-~\' .:\~~,' .:.I::~,. f.' \._~ ,..;.;:;tf;~~~H' ' 1:..1 o C'-I-"..;...C" tr.frd ....,. ....,.'-" 'j""'::::,.,>~<,.,::::"'.,...,.::'" , ",'. ,-'" ......-......'...,..'.. , '~"'%., .:,',', .', :'o'.:'/:>r;:; , ,.." ",IV , " " " . ' ). . '.' , , . [M~SB tf::!) 16T~2 iReq:d< "I- (Sco'e:l~":=L:C'O") .i-.. " , ' :.,,',' ,,' ,:,"," (4) -to., ",')vtrtC, .. 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