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Home My WebLink AboutPermit Field Test & Inspection Report 2008-12-22 L ....~;lInfonnation ,.,~. .TO Build On Engineering . Consulting. n.stlng ('/rJrr0ff)5 -00-13 t? DAILY FIELD REPORT Date Performed: December 22, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-154 Client: Project Name: Maple Elementary School 2109 J Street Springfieid, OR Project Location: Contractor: Fabricator; Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shopl Field: Weather; P0271-255-0809 Field Cloudy Field Observations and Comments I Performed periodic visual inspection of the following items: Single pass seam welds and nelson studs at roof decking area #2 from gridline E to F (+4') between 5 and 6 and single pass seam welds only at roof decking area #2 from gridline E to H between 6 and 8 and F (+4') to H between. 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 D1.1 and AWS 01.3 codes. Contractor was asked to notify our office when additionai services are needed. Inspector: Raymond Aliperti, Certification #1017075-85 CBB #176269 If you have any questions regarding this report, please feei free to contact us at 541-746-9649. Respectfully Submitted, rofessional S(rvice/rrstries, Inc. l __ ~ Raymond A iperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Miistead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yoianda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF Tl-fE 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.. 1Q40-A Shelley Street. Springfield, OR 97477. Phone 541f746-9649. Fax 541f746-7163 lrar- .ZIriformation I"0ii7. .To Build On Engineering . Consulting . Testing DA!L. Y FIELD REPORT Date Performed: December 23, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-155 Client; Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Concrete P.O. No.; Weather; P0271-255-0809 Overcast Field Observations and Comments Performed visual inspection during placement of concrete in the following locations: 2nd floor deck from E to Hand 5 to' 8. Concrete was placed by mixer truck and pump truck and consoiidated by hand screeding. 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 inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the International Building Code. TVDe of Matmia\ Set #1 Supplier Knife River Mix # 2440N 15200 Slump 4 3/4" Air Content 1.7% Ambient Temperature 36" Material Temperature 56" Time Placed 8:45 AM Design Strength (psi) 4,000 Number of Samples 4 Total Yarda!;!e Placed 100 Inspector: Dale Russell, ICC #01140789 CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. ~~~ Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyiand 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 Springfieid THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT QNL 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.. 1Q40-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 541(746-7163 l,,~., Infonnation ",~. .10 Build On Engineering . Consulting . Testing DAiLY FiELD REPORT Date Performed: December 24, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number; . 722-80174-156 Client Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location; B.P. No.; Type of Inspection: COM 2008-00438 Concrete P.O. No.: Weather: P0271-255-0809 Rain. Field Observations and Comments Performed visuai inspection during piacement of concrete in the following locations: stair landing walls 1 & 3, 2nd floor decking from G to Hand 5 to 5.3. Concrete was placed by mixer truck and machanlcallylhand screeded consolidated. 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 knowiedge, the work inspected above was in accordance with the buiiding department approved design drawings, specifications and applicable workmanship provisions of the International Building Code. lyo" of II.1ateriaI Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector; Dale Russell, ICC #01140789 CCB #176269 Set #1 Knife River 2440N 15200 43/4" 1.7% 36' 56" 8:45 AM 4,000 4 100 If you have any questions regarding this report, pi ease feel free to contact us at 541-746-9649. Respectfuliy Submitted, Professional Service Industries, Inc. tit1~ J~ Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff,com Hyland Construction - jeffdurmaj@jhconst.com Miistead & Associates - doug@mifstead.us Mahlum - rberndt@mahlum.com RobertsonlSherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yoianda 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, 1$ PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541n46-9649. Fax 541n46-7163 l..~;lInformation ",~. .To Build On Engineering. Consulting. 7l>sting DAILY FIELD REPORT Date Performed: December 18, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-153 Client Project Name: Maple Elementary School 2109 J Street . Springfield, OR Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Reinforced Concrete P.O. No.: Weather: P0271-255-0809 Cloudy Field Observations and Comments Performed visual inspection of reinforcing steel and embeds at the 2nd floor at gridline E to M 5 to 8 stairway #1 gridline F to G at 5.3 to 6, stair way #3 grjdiine B to 8.5 at 5.5 to 6 and slab on grade ramp at gridline G to H at 5 to 5.2. Reinforcing steel was checked for grade, size, lap, piacement and clearance where applicable. Reinforcing steel was secured using tie wire. Reinforcing steel was placed in accordance with iatest revisions dated 5/09/08. Additional comments: The 2nd floor at gridline E to A at 5 to 8 reinforcing needs to be elevated to the required clearances during placement of concrete. Observed at the 2nd floor the excess trash need to be removed prior to . placement of concrete. Inspector: Glenn Meeks Jr, ICC #5071538-49 CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ii:iiI~t(;~ Raymond Aliperti Project Manager c: 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 THIS 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....~ ;ZInjonnation ,.,~. .TO Build On Engineering . Consulting. Jesting tam /)))I)t) -bDlt 3D DAILY FIELD REPORT Date Performed: Client: Decemberi 1. 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-152 Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No; Shop/ Field; Weather: P0271-255-0809 Field Overcast . Field Observations and Comments Performed preliminary periodic visual inspection of the following items: seam welds, puddle welds and nelson studs for 2nd fioor of area 2. Final inspection to follow. Weldments were inspected for size, length, profile, and iocations. To the best of our knowiedge, 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 appiicabie AWS D1.1 and AWS D1.3 codes. Inspector: Chris McDonald, Certification #5298238-52 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, . '()fessional Service Industries, Inc. ~\-orJ V, n~ _,A Raymond AIi:e~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconstcom 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 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, IS PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield,. OR 97477. Phone'5411746-9649. Fax 541r146-7163 t0rflLCDB- ro43'O l'n''iif!i:6..' lnfonnation r'!~".lTo Build On /i!nfl1n88rlnr1 . eor.untnrr . n..fIng 'Client; Address: COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 31, 2008 CCB#176269 'Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80174-140 Proj. Name: Maple Elementary School Date: B.P. No.: P.O. No.: Cast By: P0271-255-0809 Glenn Meeks Jr Location: 2109 J Street Springfield, OR Placement Data: . Material: Concrete Pour back strips gridline J to L at3 to 5, J to K at 5 to 6, 9rade beams E at 11 to 13 and G.5 at 11 to 13 and roof at9ridline B to D at2 to 5 Field Test Data 3 3/4" 3/4" Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTMC1064 Max Temp (F): ,Min Temp {Fl: Spec_imen Size: 2 Unit Weight (pcf): ASTM C138 103/4/61 1/2 Time Cast: 8:30 AM - ~Additives: Hotwater, AEA Results 'Reported To: Contractor ASTM 50" 75" Location Sampled At: Pour backs J to K at 3 to 5 and K to L at 3 'Date Cast: 12/02/08 Date Rec'd: 12/03/08 Ticket No.: Mix No.: Weather: 3225353 40N15200 -koad: Total: Supplier: Knife River Curing Conditions: Yardage 4x8 Cloudy ._._.m ....:11.. _. Design Strength (psi): required 4,000 Compressive Strength Data ASTM C39 placed 4,000 Cylinder No. 08-3795 08-3796 08-3797 08-3798 Remarks: ~ Field Cure Lab Cure Diameter or Cross Sect., Area Cylinder WT. Camp. Strength Capping Method Test Date Age (days) Dimensions Max. Load (Ibs.) Fracture Type ... Test Time (days) (days) (inches) (s.L) (Ibs.) (psi) C617-03 C1231-03 12/9/2008 7 6 4.01 12.63 8.6 45,685 3,620 3 10:53 AM X 12/30/2008 28 27 4.00 12.57 8.6 65,180 5,190 3 9:14AM X 12/30/2008 28 27 4.01 12.63 8.6 63,800 5,050 3 9:18AM X H H H - - 1_- Respectfully Submitted, P(ffessional S (vices Industries. Inc. ~jVV. . Raymond Alipert' Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconsLcom Milstead & Associates - doug@milstead.us Mahium - 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 THIS REPORT IS PROVIDED FOR THE INFOR^-MTlON 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. IS PROHIBITED \\'IP-/OUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. T..ri.iii:f€!.... Infonnation I~"'. .ToBuildOn 1I!!IDg1n...,."." . ~ . ~ Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 e...orn 2JXY6 -: ()l)'-tBo COMPRESSION REPORT Project No.: 722-80174-158 Proj. Name: Maple Elementary School Location: 2109 J Street Springfield, OR Placement Data: 2I'Jd floor deck gridlines E to Hand 5 to 8 - Mater-iai:- Concrete Location Sample<;J At: Lines E.5at 6 ,Date Cast: 12/23/08 Ticket No.: jMiX No.: 3160212 2440N15200 Date Rec'd:12/24/08 Weather: Overcast Design Strength (psi): required 4,000 Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 08-3963 12/30/2008 7 6 08-3964 1/20/2008 28 27 08-3965 1/20/2008 28 27 08-3966 H H H Remarks: Yardage 2 20. Load: Total: Supplier: Knife River SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 31, 2008 CCB#176269 Date: B.P. No.: P.O. No.: Cast By: P0271-255-0809 Dale Russell Field Test Data ,Slump (in.): ASTM C143 4 3/4" Max. Aggr. Size: 3/4" Air Content: ASTM C231 1.7% Air Temperature (F): 360 Material Temp. (F): ASTM C1064 560 'Max Temp IF): 56" Min Temp IF): 40" Specimen Size: 4. x 8 Unit Weight (pet): ASTM C138 Time,Cast: 8:45 AM Curing Conditions: 1 day Remaind~rF.C,ASTM Additives: 1 % non chloride accelerator Results Reported To: Contractor Compressive Strength Data ASTM C39. placed 4,000 Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (s.l.) (Ibs.) Max. Load (lbs.) Compo Strength Fracture Type .. Test Time (psi) C617-03 C123t-03 4.00 12.57 KPFF - ugo.cosla@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.iane.edu City of Springfield c: 8.4 59,360 4.720 Capp.ing Method 2 9'06 AM x Respectfully Submitted, pOfespY)' Ci[JJS Industries, Inc. '~nd Alipertl Project Manager TNIS REPORT IS PROIIIDED FOR THE JNFORA./ATlON 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 WFVTTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. . l "'" -lInFormation "",. ..,.~. ~.. ,.,~. 7bBuildOn /If!ng11' ,f, .11 . ~ ~.......... Client: Address: Springfield School District 525 Mili Street' Springfield, OR 97477 Placement Data: Pour back strips. 4. COMPRESSION REPORT cet ~. 4.375/ SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649" (541)746-7163 fax November 24. 2008 CCB#176269 Project No.: 722-80174-117 Proj. Name: Maple Elementary School Location: M-aterlal: Concrete A to 0 between 2 and 8, columns block outs at; C7, C6, B6, B7 and C at Location Sampled At: D at5 Date Cast: Ticket No.: 3224972 11/14/08 l~i:4~~:15200 Date Rec'd: 11/15/08 Weather: Fog Contractor Desi!jn Stren!jth (psi): required 6,000 . Cylinder No. Test Date 08-3635 08-3636 08-3637 08-3638 11/21/2008 12/12/2008 12/12/2908 Remarks: J Yardage ~oad~ 1 iTotal: 10.75 Supplier: Knife River Slump (in.): ASTM G143 Max. Aggr. Size: A.ir Content: ASTM C231 A.ir Temperature (F): Material Temp.. (F): ASTM G1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pcf): ASTM G138 Time Cast: 7:55 AM A.dditives: Results Reported To: 2109J Street / Springfield, OR Date: B.P. No.: P.O. No.: Cast By: P0271-255-0809 Pete Furlong Field Test Data 6" 42" 64" 68" 36" 4x8 Curing Conditions: ASTM Compressive Strength Data ASTM C39 placed 6,000 Cross Sect. Area Cylinder WT. (s.L) (Ibs.) 12.63 c: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconsLcom Milstead & Associates" doug@milstead.Lis 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 " Field Cure Lab Cure Diameter or Age (days) (days) (days) , Dimensions (Inches) 7 6 4.01 28 27 28 27 H 8.6 Max. Load (Ibs.) comPip~~~ength Fracture Type" Test Time Capping Method C617-03 C1231.03 40,570 3,210 x 2 2:01 PM 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. l ft ~;lInformation ~~. .ToBuildOn I!!ngln..,.."", . ConeuIIIng . T." ".! I,J' Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 CD1Y\ 1-tDt - gQ;\3P, /' SPRINGFIELD OFFICE COMPRESSION REPORT \,___ 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 23, 2008 CCB#176269 Project No.: 722-80174-135 .... -- Proj. Name: M!,p'I~Elementary School Location: 21 Og J Street Springfield, OR Placement Data: Material: Concrete Pour back strips (North, East, West sides of gym), Line 5 East from G to E at 4.5 to 8 and 4.5 to 5.5 south of Eline. E to H at8 line, 5 to 8 at H line. North of D, 5.5 to 2.5, H to G5 at 2 to 5. Date; B.P. No.: P.O. No.: Cast By: P0271-255-0809 Dale Russell Field Test Data Slump (in.): ASTM Cl43 51/4" Max. Aggr. Size: 3/4" Air Content: ASTM C231 Air Temperature (F): 34 D Material Temp. (F): ASTM CI064 69" Max Temp (F): Min Temp (F): Specimen Size: 4 x 8 Unit Weight (pet): ASTM C138 Time Cast: 7:30 AM Curing Conditions: 1 day F.C.lASTM Additives: 1 % non chloride accelerator Results Reported To: Contractor f Location Sampled-At: G to E at 6.3 on line 5 Date Cast: '1101108 Date Rec'd: 11/22/08 Ticket No.: IM-iX -N~~:.- Weather: 3160339 2440'115?]Q Clear _._L....III jLoad: Total: Supplier: Knife River Yardage 2 80 DesilJn Strength (psi): required 4,000 Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 08-3719 11/28/2008 7 6 08-3720 12/19/2008 28 27 08-3721 12/19/2008 28 27 08-3722 H H H Remarks: Compressive Strength Data ASTM C39 .,Iaced 4.000 Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (5.1.) (Ibs.) Capping Method 3.99 4.00 4.00 12.51 12.57 12.57 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.iane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield c: Max. Load (Ibs.) comPip~~~ength Fracture Type.' Test Time C617.03 C1231-03 2 11:09AM X 3 9:58 AM X 2 I 10:03 AM X I 8.6 8.6 8.6 47,160 60,130 61,350 3.770 4,780 4,880 Respectfuliy Submitted, profe~oUaeces Industries, Inc. eond Alipertl P Project Manager THIS Rr=PORT 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