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Home My WebLink AboutBuilding Field Test & Inspection Report 2008-10-17 .......... t' ....~.,lriformation ~~. ToBuildOn ~1n.erIng . CoI-.IItIng . JIIlstIng Client: Address: COMPRESSION REPORT SPRINGFIELD OFf;ICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 17, 2008 CC8#176269 Springfield School District 525 Mill Street Springfield, OR 97477 Date: B,P, No,: P,Q. No.: Cast By: Project No.: 722-80174-80 Proj. Name: Maple Elementary School P0271-255-0809 Verlyn Bearden Location: c1) rL(3 ~ 2109 J Street Springfield, OR Field Test Data 6 3/4" Placement Data: Tilt up panels 10, 12, 15, 19,20,21, 22A and 22B Materia];' Concrete Slump (in,): ASTM C143 Max. Aggr. Size: A.ir Content: ASTM C231 Air Temperature (F): Material Temp, (F): ASTM C1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pct): ASTM C138 Time Cast: 8:40 AM A.dditives: Results Reported To: Contractor LocatioliSampled At: Panel #2 Dale Cast: Ticket No.: 3223378 09/17/08 IM~~~~~OFM DesiRn StrenRth (psi): Cylinder No. Test Date '08,2718 9/24/2008 08-2719 10/15/2008 08-2720 10/15/2008 08-2721 Hold 57' 71' Date Rec'd: 09/18108 Weather: koad: Total: Supplier: Knife River Yardage_- 3 8,75/90 4x8 Curing Conditions: 1 day field cure, remainder ASTM Clear required 6,000 Compressive Strength Data ASTM C39 placed 6,000 Age (days) Field Cure (days) 7 28 28 H 1 Lab Cure Diameter or Cross Sect. Area Cyllnder,WT. Camp. Strength F t T H Capping Method Dimensions Max. Load (Ibs.) Test Time. (days) (inches) (s.i.) (Ibs,) (psi) rac ure ype C617-0J C12J1-0J 6 4,00 12,57 8,4 62,230 4,950 2 1:38 PM X 27 3,99 12,51 8,4 81,470 6,510 2 10:24 AM X 27 3,99 12.51 8,4 84,440 6,750 3 10:29 AM X H ;.~ 1 - Cone -(both ends) :2 - Con~Nertical Cracks (one end) Remarks: c: - 3 - Columnar 4 - Diagonal w no craking at encs 5 - Side fractures (at top of bot om) 6 - Top fractures (same as J5 but end of cylinder is pointed) Respectfully Submitted, t!::.JiUClf;;;;S Industries, Inc, Raymond Aliperti Project Manager 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 CLlENTONL Y. THE REPRODucnON 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. i" itf!!i. ., lriformation ,.,.... 7bBuildOn ~_II"" ,.1. "'0.1.. ~. 'JMIIIJg Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 COMPRESSION REPORT Project No.: 722-80174-94 Proj. Name: Maple Elementary Schoof Location: 2109 J Street Springfield, OR Placement Data: 'Concrete placed at tilt up panel #14 (decorative) Material: Concrete Location Sampled"At: Same-as above Oate Cast: 10/06/08 Date Rec'd: Ti~~~~~~~ I~~~~~AOFM Weather: 10/07/08, Overcast Desi!'jn Stren!'jth (psi!: Cylinder No. 08-3009 08-3010 08-3011 08-3012 Remarks: required 6,000 Test Date 10/13/2008 11/3/2008 11/3/2008 Hold I Yardage Load: 1 ITotal: 8,75/12 ISUPPlier: Knife River "Slump (in,): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temp (F): .Specimen Size: Unit Weight (pel): ASTM C13B Time Cast: 7:45 AM Additives: Res-ults Reported To: . Compressive Strength Qata ASTM C39 placed 6,000 SPRINGFIELD OFFICE 1040 - A Shelley Street 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" 3/4" 3.1% 59' 69' 69' 66' 4,,8 5,720 Contractor Curing Conditions: . ASTM Gross Sect. Area Cylinder WT. Max. Load (Ibs.) Compo Strength Fracture Type .. Test Time (s.!-) (l!Js.) (psi) . 8,5 71,530 Field Cure Lab Cure Diameter or Age (days) (days) (days) Dimensions (inches) 7 6 3,99 28 27 28 27 H 1 H 12,51 c: KPFF - ugo,costa@kpff,com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates _- doug@milstead,us Mahlum.- rberndt@mahlum,com Robertson/Sherwood Architects c dguadagni@robertsonsherwood,com Springfield School District - jsaracen@sps,lane.edu Yolanda Bird - yolanda,bird@sps,lane.edu City of Springfield Capping Me.thod C617C03 C1231-0J 2 12:55 PM x 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..~..Information ,.,~. 7b Build On 6tfI. ..... . c~ II 11116.... . 7MtIntr Client: Address: Springfield School District 525 Mili Street Springfield, OR 97477 Placement Data: Tilt-up wall panels #47, 27,1,6 & 11, SPRINGFIELD OFFICE COMPRESSION REPORT 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649.. (541)746-7163 fax October 13, 2008 CCB#176269 Project No.: 722-80174-73 Proj. Name: Maple Elementary School Location: 2109 J Street Springfield, OR Date: B.P. No.: P.O. No.: Cast By: P0271-255-0809 Glenn Meek Jr 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 Temp (F): Specimen Size: Unit Weight (pel): ASTM C138 Time Cast: 9:15 AM A.dditives: Results Reported To: Field Test Data 51/4" ,3/4" Material: Con.crete Location Sampled At: Tilt up wall panel #27 Date Cast: 09/10/08 Date Rec'd: 09/11/08 Ticket No.: \MiX No.: Weather: 3159407 60W5AOFM Clear Desi!'ln Stren!'jth (psi!: reQuired 6,000 Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 08-2567 9/10/2008 7 1 6 08-2568 10/1/2008 28 27 08-2569 10/1/2008 28 27 08-2570 Hold H H 540 690 4x8 Yardage 2 61 Curing Conditions: 1 day field cure, remainder ASTM Contractor Compressive Strength Data ASTM C39 placed 6,000 Diameter or Cross Sect. Area Cylinder WT. Compo Strength F T'" Capping Method Dimensions Max. Load (Ibs.) Test Time (Inches) (5.1,) (lb5,) (psi) raclure ype C617-0J C1231-0J 3,99 12,51 8,55 74,570 5,960 3 12:55 PM X 4,00 12,57 8,6 87,005 6,920 3. 12:13 PM X 4,00 12,57 8,6 86,950 6,920 3 12:19 PM X 5 - Side fractures (at top of bottom) 6 - Top fra-c1ures (same as #5 but end of cylinder is pointed) Respectfully Submitted, r<::)U~s Industries, /nc, Raymond Aliperti Project Manager .. 1 - Con~ (both ends) 2 - ConeNertical Cracks (one end) 3 - Columnar 4 - Diagonal w no craking at ends Remarks: Set 1 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 REPORf IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL v. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMlrrAL TO A THIRD PARTYBY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRlrrEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. ...~..Information ll!!_~~, 7b Build On BngJIIJ.......... ~. Ii" "..I,.,] Client: Address: SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 13, 2008 CCB#176269, COMPRESSION REPORT Project No.: 722-80174-79 Proj. Name: Maple Elementary School, Location: 2109 J Street Springfield, OR Springfield School District 525 Mill Street Springfield, OR 97477 Placement Data: Tilt up wall panels 49, 29 and 30 'locatioh Sampled At: ~ Tilt up wall panel # 29 :Oale Cast: 09/11/08 Ti~~~~~~~ IMi~O~~~FM Desi~n Stren9t~ (osil: Cylinder No. 08-2595 08-2596 08-2557 08-2598 Test Date 9/18/2008 10/9/2008 10/9/2008 Hold Material: Concrete Dale Rec'd: 09/12/08 Weather: Yardage 3 8 3/4 / 54 Clear Load: Total: S,upplier: Knife River Date: B.P. No.: P,O, No.: 'Cast By: P0271-255-0809 Glenn Meek Jr 'Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 .Air Temperature (F): 'Material Temp, (F): ASTM C1064 Max Temp IF): ,Min Temp IF): ;Specimen Size: 'Unit Weight (pet): ASTM C138 Time Cast: 10:45 AM , .Additives: 'Results Reported To: Field Test Data 51/4" 3/4" 73" 7r 4x8 144,94 Curing Conditions: ASTM Contractor required 6,000 Compressive Strength Data ASTM C39 olaced 6.000 Age (days) Field Cure (days) Lab Cure Diameter or (days) Dimensions (inches) 6 4,00 27 4,00 27 4,00 12,57 12,57 12,57 Cross SecL Area Cylinder WT. (0,1.) (Ibo,) 7 28 28 H H .. 1 .- Corie"(botti"E!ndS)' 2 - 'Cor eNertical Cracks (one end) Remarks: c: 3 ~Columnar 4- Diagonal w no craking at enl..S 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@spsJane,edu City of Springfield Max. Load (lbs.) comp(, s~r)ength Fracture Type *' Test Time po, Capping Meth~d C617-03 C1231-03 8,5 60,685 I 4,830 2 2:03 AM X 8,6 75,645 I 6,020 I 3 12:18 PM X 8,6 77,080 I 6,132 .1 3 12:22 PM X I I 5 - Side fractures (at top of bottom) 6 - Top fractures (same as #5 but" end of cylinder 'is pointed) Respectfully Submitted, RdJ~es Industries,/nc, RaymondAliperti Project Manager 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 Ely ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. . . , l~~;lInformation ",..,. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: October 6, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-91 Project Location: Maple Elementary School 2109 J Street Springfield, OR Project Name: 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: concrete placed at tilt panel #14 (decorative), Concrete was placed by pump truck and hand screeded consolidated with vibratory methods, 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, Iyn.. nf Material Set #1 Supplier Knife River Mix # 2460W5AOFM Slump 5" Air Content 3,1% Ambient Temperature 59" Material Temperature 69" Time Placed 7:45 AM Design Strength (psi) 6000 Number of Samples 4 Total YardaQe Placed 12 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 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 INFORMA TION 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 974n. Phone 541fi46-9649. Fax 541n46-7163 l..~. J Information ~"'!!'.ITo Build On a..,lIrIa...."_ . e.,., rI rJl6.... . JNtIIIg Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 COMPRESSION REPORT Project No.: 722-80174-82 Proj. Name: Maple Elementary School Location: 2109 J Street Springfield, OR Placement Data: Tilt up panels # 39, 40, 41 and 58 Material:" Concrete Location Sampled At: Till up panel #58 Oate Cast: 09/1 B/08 Ti~~~~~~; IM~~~~~OFM Oesi!01n Stren!01th (psi): Cylinder No. 08-2742 08-2743 08-2744 08-2745 Test Date 9/25/2008 10/16/2008 10/16/2008 Hold Date Rec'd: 09/19/08 Weather: Overcast reauired 6,000 Age (days) Field Cure (days) 7 1 28 1 28 H 1 Lab Cure (days) 6 27 27 H , u 1 _ Cone (both ends) 2 - ConeNertical Cracks (one end) Remarks: c: 3 - Columnar Yardage 2 83/4 Load: 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 Temp (F): Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 9:00 AM Additives: Results Reported To: Compressive Strength Data ASTM C39 placed 6,000 Diameter or Dimensions (Inches) Cross Sect. Area Cylinder WT. (sJ,) (Ibs,) , Max. Load (Ibs.) comPip~~;ength Fracture Type.< Test Time C1231-D3 3,99 3,99 4,00 12,51 12,51 12,57 8,6 8,6 8,6 63,165 88,400 86,045 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 17, 2008 CCB#176269 Date: B,P, No,: P.O. No.: Cast By: P0271-255-0809 Glenn Meeks Field Test Data 43/4" 3/4" 2.2% 550 68" 4x8 144.74 Curing Conditions: ASTM Contractor Capping Method C617.0J 5,050 2 111 :19 AM X 7,060 3 110:31 AM X 6,850 3. 110:38 AM X 1 6 - Top fractures (same as #5 but end of cylinder is pointed) Respectfully Submitted, ~v~~es Industries, Inc, Raymond Aliperti . Project Manager 4 - Diagonal wIno craking at em 5 5. Side fractures (at top of boLom) KPFF - ugo,costa@kpff,com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead,us Mahium - 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 Springfieid THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND fTS TRANSMITTAL'TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN PERMISSfON OF PROFESSIONAL SERVICE INDUSTRIES. l.n <<!!-.J Infonnation 1"'!',~.'To'Build On II!!nglne.riI.., . eo..uIfInrI . n...tIng Client: Address: , " COMPRESSION REPORT -; ~." SPRINGFIELD OFFJCE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 9, 2008 CCB#176269 Springfield School District 525 Mili ~treet Springfield, OR 97477 Fpface'ment Data: ., Slab on grade grid lines B to D @ 2 to 5 Material: Concrete Location'Sampled Af:;~.- t~ S,O,G, B,5 10 C @ 2 '165," Date Cast: 09/10/08 Date Rec'd: 09/11/08 Ti~~~~~~,; IMi:::;~20~ Weather: 'Project No.: 722-80174-74. Proj, Name: Maple Elementary School Location: 2109 J Street Springfield, OR load: Total: 15uPPlier: Knife River Yardage 3 10/40 Compressive Strength Data ASTM C39 . placed 4,000 Cross Sect. AreiJ Cylinder WT. Camp Strength I Max. Load (Ibs.) ('po"1 Fracture Type *, Test Time (,.1.) (Ib,,) _ Clear Design Strength (psi): Cylinder No. 08-2571 08-2572 08-2573 08"2574 reauired 4,000 Test Date . Age (days) Field Cure (days) Lab Cure Diameter or (days) Dimensions (inches) 6 3,99 27 3,99 27 3,99 9/1712008 10/8/2.008 10/8/2008 Hold '7 28 28 H H 4 - Diagonal wIno craking'-at en( 5 5 - Side fractures (at lop of bo'Uom) : 11:33AM I 11:38AM I I I 6 - Top fractures {same as #5 but end of cylinder is pointed) Respectfully Submitted, P fession Ser ices Industries, /nc, H 1 - Cone (both ends) 2 - ConeNertical Cracks (one end) Remarks: c: . 3 ~ Columnar 12,51 12,51' 12,51 KPFF - ugo.costa@kpff,com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates _ doug@milstead.us Mahlum - rberndt@mahlum.com .' 1 Robertson/Sherwood Architects - dguadagni@robertsonsherwood,com Springfieid School District - jsaracen@sps,lane,edu Yolanda Bird - yolanda,bird@sps,lane,edu City of Springfield Date: B,P, No,: P,O. No,: Cast By: P0271-255-0809 Glenn Meek Jr Field Test Data Slump (in,): ASTM Ct43 51/4" Max, Aggr, Size: 3/4" 'Air Content: ASTM C231 N/A ,Air Temperature (F):' 50" .Material Temp. (F): ASTM Cl064 660 Max Temp (F): ,Min Temp (F): Specimen Siz"e: 4x8 Unit Weight (pet): ASTM C138 Tim'e.Cast: 8:00 AM . Curing C;::onditions: ASTM :Additives: Results Reported To: . Contractor - Capping Method C617-03 C1231-03 8,6 , 8,6 , 86 70,825 82,390 81,760 5,660 6,590 3 12:52 PM x 3 x 6,540 3 x THIS REPORT IS PROVIDED FOR nfE INF:ORMATlON OF mE 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