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Home My WebLink AboutBuilding Field Test & Inspection Report 2009-2-11 lp-sl.fo1ff};:::z:;~n JII1ng.'". .., "" ,..lng . ContI1uIUng . T\ '0"" ".' Client: Address: Springfield. School Dislricl 525 Mill Streel Springfield, OR '97 4 77 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649. (541 )746-7163.fax' Date: \ _ _ .s\,iJ;~~ry.,;j~201J9 - CCB#176269 B.P. NO.;C~ '-:\5 P.O. No.:-'P0271-255-0809 Cast By: Dale Russell Project No.: 722-80174.168 Proj. Name: :Maple Elementary.School '.." ,., Location: 2109 J Street Springfield, OR Yardage Slump (in.}:.AsTM Cf43 Max. Aggr. Size: Air Content: ASTM C231 AiT"Temperature'{F): Material Temp. (f): ASTM C1064 Max Temp (F); !VIin Temp (F): Specimen Size: Unit Weight (pcl): ASTM C13B Time Cast: '9:43 AM Additives: Results Reported To: Field Test Data 51/2" 3W Placement Data: ,Material: Concrete Stair #2 gricllines F.2 to G at 5.5 to 6 and' slair #3 gridliries 8 10 8.5 at 5.5 to 6 Location Sampled At: Stair #2 at F.2 and 5.6 Date Cast: 01/12/09 Ticket No.: IMiX No.: . 3352314 2440N15200 Date Rec'd: 01/13/09 Weather: Clear Design Strength (psi): required 4,000 Cylinder No. Test Date Age (days) Field Cure Lab Cure (day.;) (days) 09-0085 1/'19/2009 7 6 09-0086 2/9/2009 28 27 09-0087 2/9/2009 28 27 09-0088 H H H Remarks: 56" 60' 4x8 Load: Total: Supplier: Knife River 1 9 Curing Conditions: 1 day. F.e. remaineler ASTM Contractor Compressive Strength Data ASTM C39 placed 4,000 Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (s.i.) (Ibs.) Camp. Strength Max. Load (Ibs:) F~_acture Type *' Test Time (psi) Canning Method C617-03 C1231-03 4.01 12.63 8.5 53,045 4,200 2 11 :43 AM 4.00 12.57. 8.5 64,300 5,120 3 4:44 PM --- 4.00 12.57 8.5 65,830 5,240 3 4:49 PM --- -. ...--...- x x X Respeclfully'Submilled, RfeSSJ;Vs(j~:S IndUS/lies, Il1c Ra~~d Aliperll {J Project Manager f(PFF - ugo.cosla@kpff.com Hyland Construclion - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead.us Mahlum - rberndt@mallium.com Roberlson/Sherw06d Architecls - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yotanda.bird@sps.lane.edu City of Springfielcl ' c: THIS REPORT IS PROVIDED FOR, THE INFOR^IATlON OF THE CLIENT ONLY, T1iE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PART,! BY ANY MEANS EXCEPT IN FULL. IS PROHIBITED WII'/-IOUT TI-/E v\'RITTE.N PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES i , llill...ftJ.~;J Information . ~.~!!.lToBuildOn II!1nglne_f4og. ~-11tsfInrl Client: Address:' Springfieid School District 525 Mill Street Springfield, OR 97477 COMPRESSION-REPORT C,;~- L\3lS Project No.:. 722-80174-177 Proj. Name: Maple Elementary School location: 2109 J Street Springfield, OR Placement Data: Material: Concrete . Stage at5'to '1.5 adjacent to J line and covered play area columns (2 lifts) .' Location Sampled At: Stage a14.5 Date Cast: 01/23/09 Date Rec'd: 01/24/09 Ticket No.: I ~~4~)~\ 5200 Weather: 3354044 Overcast Design Strength (psi): required' 4,000 Cylinder No. TestDate Age (days) Field Cure Lab Gure (days) (days) 09-0268 '1/30/2009 7 6 ~09,0269 2/20/2009 28 1 27 09-0270 . 2/20/2009 28 27 09-0271 H H H ]Load: Total: Supplier: Knife River Yardage 1 10 'Slump (in.): ASTM C143 Max. Aggr. Size: "Air Content: ASTM C231 , 'Air Temperature (F);- .Material Temp. (F): ASTM C1064 Max Temp (F): Min Temo (F): ! -.- Specimen Size: ;Unit Weight (pet): ASTM C138 Time Cast: 8:25 AM , -- .Additives: Hot water Results Reported,To: Date: 'B.P. No.: P.O. No.: Cast By: Field Test Data 5" 3/4" 45" 59" 4x8 Contractor Curing Conditions: Compressive Strength Data ASTM C39 placed 4,000 . Diameter or . Dimensions (inches). Cross Sect. Area (s.i.) Cylinder WT. (lbs.) Max. Load (lbs~) Compo Strength Fracture Type .. (psi) 2 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax February 3, 2009 CCB#176269 P0271-255~0809 Dale Russell ASTM Test-Time Carping Method C617-03 C12J1-0J 8.5 56,705 5,540 3: 17 PM x Respecttully Submitted, WfessioD/,@jJ Industries, Inc, Ray ond Aliperti Project Manager I-(PFF - ugo.costa@kpff.com Hyland Conslruction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead.us Mahlum- rberndl@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood:com Springfield School District - jsaracen@sps,tane.ediJ Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield . THIS REPORT IS PROVIDED FOR THE /NFORMA nON OF THE CLIENT GNL y, THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL.IS PROHIBIT~D WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES 4.01 12.63 . c: .lpsiliorif};::/l:;~l 1ii!nfl1neerlng'. ~ . To.....;,...' . _ Placement Data: Roof al griclline E to F al 5 10 6 and J 10 K al 5 to 6 Client: Address; COMPRESSION REPORT iA~'6 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax February 4, 2000 CCB#176269 Springfield School Dislrict 525 Mill Slreel Springfietd, OR 97477. c~ '" Project No.: 722-80174.164 Proj. Name: MapleEJt:lmentary School Date: B.P. No.: P.O. No,: Cast By: P0271-255-0809 Glenn Meek Jr Location: 2109 J Street ,<Springfield, 'em jI.'hiferial: Concrete Field Test Data 43/4" 3/4" 3.0% 52" 60" . . Slump {in} ASTMC143 Max. Aggr. Size: Air Content: ASTM C231 . Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): 1M in Temp (F): Specimen Size: Unit Weight (pcf): ASTM C138 Time Cast: 8:30 AM , Additives: ,Results Reported To: Location Sampled At: Roof at griclline E al E,5at 5.106 Date Cast: 01/07/09 Date Rec'd: 01108/09 Ticket No.: I Mix No.: Weather: 3352203 40N15200 Cloucly J Yardage Load=" Total: Supplier: Knife River 4x8 1. 8/24 ASTM Curing Conditions: Contractor .~ Design Strength (psi): required 4,000 Compressive Strength Data ASTM C39 . placed 4,000 Cylinder"No. 09-0013 09-0014 09-0015 .09-0016 Remarks: c: Test I?ate 1/14/2009 I 2/4/2009 .1 2/4/2009 1 H I Field Cure (days) Diameter or Dimensions (inches) Test Time C(lpping Method<" - Lab Cure ----(days) , Cross Sect. Area (s.L) Comp;,Sirength MaX:l:oad {fbs-f FraCtI"Tre Type *. (psi) ;,Cylinder,WT. < (Ibs.) o-Age (days)- C617-03 C1231-03 7 6 4.03 12.76 8.6 58.115 4,550 4 3:17 PM 28 27 4.02 12.69 8.6 72,805 5,740 3 8:53 AM 28 27 3.99 12,51 8.6 74,260 5,940 4 9:15AM H H , I x X X KPFF - ugo.cosla@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Milslead'& Associales - doug@milstead.us Mahlum - rberndl@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edLi Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield Respectfully Submitted, r)feSSiOnal s.e~rices Indus/ries, Inc. 1j({~ C~){'f A .' Raymond Aliperli \J . Project Manager THIS REPORT!S PROVIDED F;OR THE INFORMA 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. IS PROHIBITED WIT/-lOUT mE WRITTEN . . PERMISSION OF PROFB!SSIONAL SERVICE INDUSTRIES. .