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Home My WebLink AboutPermit Field Test & Inspection Report 2009-1-9 l.....~;.1 InfornUltion 1:!!.":~"':.~..I.To Build On 1fln9' """I., .~.1Mttng COMPRESSION REPORT cr->;l.(?:O SPRINGFIELD OFFICE Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No,;. 722'80.17_4-151. Proj, Name:. Maple Elementary School 10.40 - A Shelley Street Springfield, Oregon 97477. (541)746-9649' (541)746-7163 fax January 9, 2009 CCB#176269 Location: 2109J Street ',Springfield; OR Date: B.P, No,: P.O. No.:' Cast By: P0271.255-0809 Chris McDonald Placement Data: Material: Concrete Roof slab on deck for west side of area 1 and 2nd floor slab of area 1. Field Test Data' koa~: Total: Supplier: Knife River Yardage 11 11 Slump (in.): ASTM C143 Max. Aggr. Siz~: Air Content: ASTM C231 Air Temperature (F): Material Temp.. (F): A.STM C1064 Max Temp (F): Min'TemD tF): Specimen Size: Unit Weight (pel): ASTM C138 rime Cast: 1 :58 PM Additives: Hot water "Results Reported To: 6" 3/4" 1.6% 44" 70" l Location Sampled At: NE Quadrant of 2nd floor Date Cast: 12110108' IDale Rec'd: 12111108 Ticket No.: IMiX No.: IWeather: 3160540 2440N15200 Cloudy 4x8 Curing Conditions: 1 day Remainder F.e, ASTM Contractor , Design Strengtll (psil: Cylinder. No. ~~st Date. Age (days) - I 08-3872 1211712008 7- 08'3873 11712008 28 I 08-3874 1/712008 28 I 08-3875 H H I Remarks: Set #2 reauired 4,000 Compressive Strength Data ASTM C39 olaced 4,000 Lab Cure Diameter or (days) Dimensions (inches) 6 4.00 27 4.00 27 4.00 H Cross Sect. Area Cylinder WT. (5.1.) (lb5.) Max. Load (!bs.) comPip:~~ength Fracture Type *' Test Time ! Capping, Method Field Cure (days) 12.57 I 8,5 12.57 I 8.5 12.57 I 8;5 I C617.03 G12Jl-03 45,960 3,660 .. . 3 9:48 AM X; I' , 71,810 ' 5,7:1.9, 3 3:52 PM X ~ 5,70q, : I 71,650 3 3:56 PM X f;-';"'" , I 1 c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@i11ilstead.us Mahlum - rberndt@mahlum.com RobertsonlSherw.ood Architects - dguadagni@roberlsonsherwood.com Springfield School Dislrict" jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield ',-. Respectfully Submitted, Pr ession !Jf;j::,s Industries, Inc. Ra and Aliperli Project Manager I THIS-'-REPORT IS PRC/VIDEO F-:6R THE INFORMATION OF' THE CLlENTONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL. 1$ PROHIBITED W/T/ff]UT THE WRITTEN ., .' PERMISSIOfj. OF PROFESSIONAL SERVICE INDUSTRIES. . J in..~;ZInformation I,~~~ .ToBuildOn 1I1!ngIn.-. . C-..ItInII . n..fIng Client: Address: Springfield School District 525 Mill Streel Springfield, OR 97477 e'b-l\~~ COMPRESSION REPORT ProjeCt No,: 722-80174-150 Proj, Name: Maple Elementary School Location: 2109 J Street Springfield, OR Placement Data; Mater:ial: Concrete Roof slab on deck for west side of area 1 and 2nd floor slab on area 1 LocationSampled At: SE quadrant of 2nd,floor.slab Date Cast: 12/10108 Date Rec'd: Ti~~~~~~~ 1~~4~~:15200 Weather: 12111108 Cloudy Design Strength (psi): required 4;000 Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 08-3868 1211712008 7 I 6 08-3869 1/712008 28 I 27 08-3870 11712008 28 I 27 08-3871 'H H '1 :-1 H Remarks: Set #1 Yardage 6. 10 Load: Total: Supplier: Knife River SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 9, 2009 CCB#176269 Date: B.P. No,: P.O. No.: Cast By: P0271-255-0809 Chris McDonald I<PFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconsLcom Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com RobertsonlSherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield c: Field Test Data 6" 314" 1.6% 46" 66" Slump (in.): ASTM C143 ,Max. Aggr. Size: A.ir Content: ASTM C23~ Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): 'Min Temo IF}: - --- Specimen Size: Unit Weight (pel): ASTM C138 rime Cast: 11 :10 AM Additives: Hot water Results Reported To: 4x8 Contractor Curing Conditions: 1 day Remainder F .C_ ASTM Compressive Strength Data ASTM C39 placed 4,000 Diameter or Dimensions (inches) Cross Sect. Area (s.l.) Cylinder WT. (Ibs.) Compo Strength (psi) Fracture Type *' Max. load (Ibs.) Test Time Capping Method 53,975 .' ~-4;29,O, I " ,I 69,465 "5,530 71,570 '_.- 5,69Q 1 1 C617-03 C1231-03 3 I 9:40 AM X 3 I 4:00 PM X 3 1 4:03 PM X I Respectfully Submitted, p feSSiV/~S Industries. In~. Ra mond Aliperti Project Manager THIS REPORT IS PRO VIDEO FOR THE INFORMA nON OF THE CLIENT ONL ";:THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT/N FULL, IS PROHIBITE9 WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. . 4.00 4.00 4.00, 12.57 12.57 12.57 8.6 8.6 8.6 In ~;lInformation ~~. .ToBuildOn IE!nflInoeI'tng . ~ . RNrCIng Placement Data: Mateqal: Concrete Stair landing walls. 2nd floor deck from G to Hand 5.0 to 5.5 Client: Address: COMPRESSION REPORT ~'6 .: L\3~ SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 7, 2009 CCB#176269 Springfield School District 525 Mill Street Springfield, OR 97477 Project No,: 722-80174-159 Proj, Name: Maple Elementary School Location:. 2109 J Slreet Springfield, OR Date: . B.P, No.: P.O, No,: Cast By: P0271 '255-0809 Dale Russell Field Test Data 5.112" 314" Location Sampled'At: Stair landing #.1 . _ Date Cast: 12124/09 Ticket No.: IMiX No.: 3160632 2440N1~?OO . - ..---.. Yardage Load:' 1 Total: 10 Supplier: Knife River . Slump (in.}:~STAic143. :Max. Aggr. Size: Air Content: ASTM C231 ,Air Temperature (F): ,Material Temp. (F):ASTM Cl064 Max Temp (F): jMin Temp fF): Specimen Size: Unit Weight (pel): ASTM C138 ,Time Cast: 9:00 AM Curing Conditions: Additives: 1 % non chloride accelerator Results Reported To: Contractor 5 day Remainder F.e. ASTM . 1.4% 40" 56: 80" 45" 4x8 Date Rec'd: 12129/09 Weather: Overcast Test Date . required 4,000 Age (days) Field Cure Lab Cure (days) (days) 7 5 2 28 5 23 28 5 23 H" H Compressive Strength Data ASTM C39 placed 4,000 Design Stren!}th (psi): Cylinder No. 08-3975 08-3976 08-3977 08-3978 Remarks: c: Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (s.i.) (Ibs.) Camp. Strength Max. Load (Ibs.) (psi) Fracture Type *: Test Time Capping. Method 1213112009T 112112009 I 112112009 I H I C617-0J C12J1-0J ! 3.'690 x 4.00 12.57 8.5 46,440 3 2:37 PM KPFF - ugo.costa@kpff.com Hyland Construclion - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead.us Mahlum - rberndl@mahlum.com RobertsonlSherwood Architects - dguadagni@robertsonsherwood.com Springfield School Districl - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield 'Respectfully Submitted, 7Xesson\J?1/~/ndusfr;es. Inc. ~%d Aliperti ~~ Project Manager THIS REPORT IS PROVIDED FOR 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 WITHour THE WRITTEN ' PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l....~;lInformation fI~. .To Build On Engineering . Consulting . Testing t'b -~ DAILY FIELD REPORT Date Performed: January 5, 2009 Report Number: 722-80174-160 Client: Springfield School District Project Name: Maple Elementary School 525 Mill Streel Springfield, OR 97477 Project Location: 2109 J Street Springfield, OR Contractor: John Hyland P.O. No: P0271-255-0809 Fabricator: Shopl Field: Field Type of Inspection: Welding Weather: Cloudy ... ( Field Observations and Comments Performed periodic visual inspection of the following items: Single pass welds (seam welds) and Nelson Studs for the Area 3 Mechanical Roof Deck from gridline K to J.from 5 to,6. Weldments were inspected for size, length, profile, and locations. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the International Building Code and applicable AWS 01.1 and AWS 01.3 codes. Contractor was asked to notify our office when additional services are needed. Inspector: Raymond Aliperti, Certification #1017075-85 CBB #176269 . If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, P5:~s~o~_s~r ::tries, Inc. R~d AliPe'rt:'V'jA - Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com RobertsonlSherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT /$ PROVIDED FOR 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc. . 1040-A Shelley Street. Springfield, OR 97477. Phone.541f746-9649 . Fax 541/746-7163