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Home My WebLink AboutBuilding Field Test & Inspection Report 2008-11-13 l....~. J Information ~~.lToBuildOn 6ttI... Client: Address: COMPRESSION REPORT ,131- LCO/'-l 111,1 .~.~... Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80173-96 Proj. Name: Thurston Elementary School Location: 7345'Thurstori Road 'Springfield, Oregon Placement Data: Material: Concrete Till up wall panels #46, 45, 44, 52, 43, 42, 38, 57 and 56 Location Sampled At: Till up panel #45 Date Cast: 10/14/08 Ticket No.: [MiX No.: 3159867 60W5AOFM Desi!ln Stren!lth (psi): Cvlinder No. 08-3127 08-3128 08-3129 08,3130 Test Date 10/21/2008 11/11/2008 11/11/2008 Hold Lab Cure DIameter or Cross Sect. Area Cylinder WT. Camp. Strength Capping Method Dimensions Max. Load (Ibs.) Fracture Type .. Test Time (days) (inches) (5.1.) (lb5.) (psi) C617-0J C1231-03 6 4.00 12.57 8.4 60,760 4,830 1 3:37 PM X 27 4.00 12.57 8.5 77,085 6,130 3 10:28 AM X 27 4.00 12.57 8.5 79,960 6,360 3 10:32 AM X Date Rec'd: 10/15/08 Weather: Yardage Load: 3 Total: 83/4/1221/2 , - ISUPPlier: Knife River Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 A.ir Temperature (F); Material Temp. (F): ASTM C1064 Max Temp (F): Min Temp (F): SpeCimen Size: Unit Weight (pel): ASTM Cl38 'Time Cast: 8:20 AM Additives: Fiber Results Reported To: Contractor Overcast required 6,000 Compressive Strength Data ASTM C39 placed 6,000 Age (days) Field Cure (days) 7 28 28 H 1 H u 1 . Cone (both ends) 2. Con~Nertjcar Crac ~s (one end) Remarks: c: 3 - Columnar , 4 - Diagonal w no cracking al ends 5 - Side frae_ures (at top of bottom) KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milslead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - d9uadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield . SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax . November 13, 2008 CCB#176269 Date: B.P. No.: P.O. No.: Cast By: P0272-334-0809 Glenn Meeks 'Jr Field Test Data 43/4" 3/4" 2.5% 48' 68" 70" 59" 4x8 Curing Conditions: ASTM 6 - Top fractures (same as #5 but end of cylinder is pointed) Respectfully Submitted, ~:;2~V&l0s Industries, Inc. Raymond Alipertl . Project Manager . THIS REPORT IS PROVIDED FOR THE INFORMA nON 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.n~.lInfonnation ~,~. 7bBuild On IBngIneeirfng .. ~ .. 1bldIng Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 13, 2008 CCB#176269 Project No.: 722-80173-95 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: P0272-334-0809 Glenn Meeks Jr Slump (in.): ASTM C143 Max. Aggr. Size: ,Air Content: ASTM C231 .Air Temperature (F): .MateriaITetr:lp. (F): ASTM C1064 Max Temp (F): ,Min Temp (F): Specimen Size: 12' Unit Weighf(pcf): ASTM C13B 83/4/122 1/2 :Time Cast: 11 :05 AM Additives: ----Additives-- Results Reported To: Field Test Data 43/4;' 3/4" 2.4% 680 66" 70" 59" 4x8 Placement Data: Material: Concrete Tilt up wall panels #46,45,44; 52, 43, 42, 38, 57 and 56 Location Sampled At: Tilt up panel #57 Date Cast: 10/14/08 Ti~~;~~~~ I~~~~~OFM - Dale Rec'd: 10/15/08 Weather: Overcast Design Strength (psi): required 6,000 Cylinder No. lest Date Age (days) Field Cure (days) 08-3131 10/21/2008 7 08-3132 11/11/2008 28 08-3133 11/11/2008 28 08-3134 Hold H lab Cure (days) 6 27 27 H Yardage Load: Total: Supplier: Knife River Curing Conditions: ASTM Contractor Compressive Strength Data ASTM C39 olaced 6,000 Diameter or Dimensions (inchesl Cross Sect. Area Cylinder WT. (5.1.) (Ibs.) Max. Load (Ibs.) comp('p~~~ength Fracture Type *- Test Time. Capping Method 4.00 4.00 C617-03 C1231-03 8.5 61,775 4,910 3 3:44 PM X 8.6 75,625 6,020 3 10:10AM X 8.5 76,795 6,140 3 10:15AM X 12.57 12.57 I \ 4 - Diagonal wIno cracking at ends 3.99 12.51 ... 1 - Cone (both ends) 2 - ConeNertical Cracks (on-e en.d) - 3 - Columnar Remarks: ' c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.cDm Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yotanda Bird - yolanda.bird@sps.lane.edu City of Springfield 5 - Side frac ures (at top of bottom) 6 - Top fractures (same as #5 but end of cylinder is pointed) Respectfully' Su bmitted, fj'ofessiona/J"rrices Industries. Inc. KcoJ VtAYf\ . . Ray-~ond Aliperti Project Manager , . THIS REPORT IS PROVIDED FOR THE fNFORMA nON OF THE CUENTONLY. THE REPRODUCTION OF THIS REPORTBY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTy'8Y AN}'MEANS EXCEPr (N FULL, fS PROHIBITED WITHOUT THE WRITTEN . , PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. '. l.ft"ie..llnformation ~~~ .ToBuildOn 1I!!ng1n..,*_ . eo..uItIng . JlItsIIng SPRINGFIELD OFFICE COMPRESSION REPORT Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80173-97 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 17, 2008 CCB#176269 Date: B.P. No.: P.O. No.: Cast By: P0272-334-0809 'Glenn Meeks Jr ,location Sampled At: Tilt panel #40 Daie Cast: 10/17/08 Date Rer.'d: 10/19/08 Ti;~~~~~~ k~i~;~~AOFM Weath-;r~ -- Overcast Yardage Load: 1 Total: 8.75 Supplier: Knife River 'Slump (In.): ASTM CI43 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 (pel): ASTM C138 Time Cast: 7:22 AM :Additives: Micro Fibers Results Reported To: Field Test Data 4114" 3/4" 2.6% 4r 66" 69.6" 55.7" 4x8 "Placement Data: Tilt panels number 13, 20, 23, 27, 34, 39 and 40 Materia'; Concrete Curing Conditions: ,1 day F .C. remainder ASTM Contractor Compressive Strength Data ASTM C39 Design Strength (psi): required 6,000 olaced 6,000 I .J Field Cure Lab Cure Diameter or Cross Sect. Are2 Cylinder WT. Camp. Strength Capping Method Cylinder No. Test Date .Age (days) (days) (days) Dimensions (s.L) (Ibs.) . Max. Load (Ib~.) (psi) Fracture Type *' 'Test Time (inches) I C617-03 C12J1-0J 08-3187 10/24/2008 7 2 5 3.99 12.51 8.5 65,745 5,230 3 10:10AM I X 08-3188 11/14/2008 28 2 26 3.98 12.44 8.5 90,550 7,280 3 10:36 AM I X 08,3189 11/14/2008 28 2 26 3.99 12.51 8.5 91,500 7,320 3 10:40 AM I X 08,3190 Hold H H I . ,.- . ._., . ,I, ." .,_ 11.. u 1 - Cone (both ends) 2 - ConeNertlcai Cracks -(one end) "3 - Columnar 4 _ Diagonal wIno cracking at ends Remarks: c: KPFF - ugo.costa@kpff.com Hyiand Construction - markb@jhconst.com Milstead & Associates - angus@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 5 - Side fractures (al top o(boUom) 6 - Top fractures (same as #5 but end-of cylinder is pointed) Respectfully Submitted, R:;i\J&rr:;S Industries, Inc. Raymond AliPe!?: '-.J . ". 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 TOA THIRD PARTY 8Y ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITI10Ur-rHE WRITTEN . PERMissiON OF PROFESSIONAL SERVICE INDUSTRIES. l..a ~ ;lInfo171Ultion r-'!'~. To Build On I/!1ngl'lf.erlng . ~ . 11.. ''',', 3 SPRINGFIELD OFFICE COMPRESSION REPORT Client: Address: Springfield School District 525 Mill Street Springfield, OR 974 77 Project No.: 722-80173-119 Proj. Name: Thurston Elementary School Location, 7345 Thurston Road. Springfield, Oregon 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 24, 2008 CCB#176269 Date: B.P, No.: P.O. No.: Cast By: P0272-334-0809 Verlyn Bearden Overcast Yardage Load: 1 Total: 6.5 Supplier: Knife River Field Test Data Slump (in.): ASTM C143 5" Max. Aggr. Size: 3/4" Air Content: ASTM C231 Air Temperature (F): 500 Material:Temp. (F): ASTM C1064 620 Max Temp (F): ;Min _!emp (FJ~__ Specimen Size: 4x8 'Unit Weight (pel): ASTM C138 ,Time Cast: 10:20 AM Curing Conditions: Additives: _Results Reported To: Contractor ASTM Placement Data: Wall pour between grid 5 and 6 on line L Material: Concr~te 'Location Sampled At: Center 2' from bollom Date Cast: 11/11/08 Ticket No.: IMiX No.: 3224898 40N15200 Date Rec'd: 11/12/08 Weather: Desinn Strength (psi): required 4,000 Compressive Strength Data ASTM C39 placed 4,000 27 I 27 I .. 1 ,Cone (bolh ends) 2, ConeNertical Cracks (one end) 3, co~mnar 4, Diagonal Jno cracking at ends 5, Side frac ures (allop of boi'om) Remarks: c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 Na. Test Date Age (days) Field Cure (days) 08-3548 11/18/2008 7 08-3549 12/9/2008 28 08,3550 1219/2008 28 08-3551 Hold H Lab Cure (days) Dlarneteror Dimensions (inches) Cross Sect. Area (5.1.) Cylinder WT. (Ibs.) Max. Load (Ibs.) Compo Strength fracture Type *" (psi) Test Time Capping Method C617-0J C1231_03 . 6 3.99 12.51 8.6 55,980 4,470 2 12:32 PM x 6. Top fractures (same as #5 but en.dof cylinder is pointed) Respectfully Submitted, ~:SSiOV ~s Industries, fnc Ray'id Aliperti Project Manager THIS REPORT ISPRQVIDEO FO~ THE INFORMA nON OF THE CUENTDNL 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. ri.~.J Information 1~=:::9.To Build On Jrngln..rill. . ~ . 7lNItIns' Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Placement Data: Administration room section #3, pour back strips. Location Sampled At: Wests ide of room #3 , Date Cast: 11/12108 , Ticket No.: IMIX No 3224925 2~40~15200 Design Strength (psi): , Cylinder No. Test Date 08-38584 11/19/2008 0'8-3585 .12/10/2008 08-3586 12/10/2008 08,3587 Hold COMPRESSION REPORT Project No.: 722-80173-120 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Material: Concrete Date Rec'd: Weather: 11/13/08 Overcast reauired 4.000 Age (days) F;:ield Cure (days) Lab Cure (days) 7 28 28 H 6 27 27 H 3 - Co"lumnar .... f - Cone (bolhends) 2 - con~Nertical Cracks (one end) Remarks; c: Yardage g 10 Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: A$TM C2J1 Air Temperature (F): Material Temp. (F):''ASTM C1064 , Max Temp (F): Min Temp IF): Specimen Size: Unit Weight (pcf): ASTM C138 Time Cast: 10;00 AM Additives: __Results Reported To: Contractor Curing Conditions: ASTM load: Total: Supplier: Knife River Compressive Strength Data ASTM C39 Dlaced 4:000 Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (s.i.) (Ibs.) M L. d(lb ) Camp. Strength F t T *. lestTime ax. oa s. (psi) rac ure YP? C1231-03 4.00 12.57 8.6 62,080 4 - Diagonal w no cracking at ends 5- Side frae Ufes (a't top of bottom) KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 4,940 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 24.2008 CCB#176269 'Date: B.P. No.: P.O. No.: Cast By: P0272-334-0809 Pete Furlong Field Test Data 51/2" 3/4" 62" 66" 4>8 Capping Method C617-03 3 10:49 AM x .. i.. _ 6 -Top fractures (same as #5 but end of cylinder is pointed) Respectfully Submitted, p~siV,amJrS Indusiries, Inc. Raynind Aliperti Project Manager THIS REPORT IS PROVIDED FOR THE INFORMA 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 PROH1f3/TE[) WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l...~ ;1 lriformation ,.,~. .10 Build Ori Engineering . Consulting. Testing . DAILY FIELD REPORT Date Performed: Client: November 12, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-121 Project Name: , Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland P.O. No: Shopl Field: Weather: P0272-334-0809 Field Cloudy Welding Field Observations and Comments Performed periodic visual inspection of the following locations: Flare bevel weldments for chord tie at panel connections for 2nd floor and roof elevations ,at gridlines A to D from 5 to 8. Also performed periodic visual inspection of angle to embeds at A at 8, B at 8, C at 8, D at 8 and A at 5 except for missing embed at 2nd floor elevation at A at 8 and knife . plate to embeds at gridlines A to D from A to 8 for 2nd.floor and roof elevations except that knife plate located at B at 5 roof elevation not welded. Fit-up of weld joints were inspected for workmanship. In-progress welding was monitored to fabricators welding procedure specifications. Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with approved drawings, specifications and appiicable AWS D1.1 codes. Contractor was asked to notify our office when additional services are needed. '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, K;esJVI~ice Industries, Inc. Ray~Ond AIiPertr Project Manager c: KPFF - ugo.costa@kpff.com Hyiand Construction - markb@jhconst.com Miistead & Associates - angus@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 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 541n46-9649. Fax 541/746-7163 l~~;J Information f'I~.lTo Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: November 14, 2008 Report Number: 722-80173-124 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield, Oregon Contractor: John Hyland P.O. No: P0272-334-0809 Fabricator: MetalSome Shop/ Field: Shop Type of Inspection: Welding Weather: Overcast Field Observations and Comments . Performed periodic visual inspection of the following locations: column piece mark 261 B (5), 260B (1) and beam piece mark 265A (6), 264A (1) and 263A (1). 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 eBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, R:;v ScFtries, Inc. Raymond AliPertrl ~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 541 n 46-7163 l ra~;' Information 1:'~.l1b Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: November 14, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-125 Client: Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shopl Field: Weather: P0272-334-0809 Field Overcast Field Observations and Comments . Inspection was made on completed weldments in the kitchen classroom wing at panel cord splice and beam clip to embed and corner clip connection from grid line A to D from 2 to 8. Also work is in-progress welding cord splice connection in the gym classroom wing from gridline 2 to 8 from E to H. In the administration wing entry and library corner clip connection weldments have been accepted located at gridlines M at 6 in lue of miss-alignment per RF1137. Inspector: Greg Boehland, Certification #0884258-85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, f)OfeSSiona~ir:~ndustries, Inc. \~JV,lAJ1" '. Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Constructioll- markb@jhconst.com Milstead & Associates - angus@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 FO,,! THE INFORMATION OF THE CLIENT QNL Y. THE REPR.ODU~TION OF THIS REPORT, BY ANY METHOD. AND ITS TRANSMITTAL TCJ A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc. . 1 040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746-7163 l... ~;J Information I".e:7.lTb BuildOn Engineering . Consulting . Tefifing DAILY FIELD REPORT Date Performed: Client: November 13, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-123 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Axis.Crane Welding P.O. No: Shop/ Field: Weather: P0272-334-0809 Field Overcast Field Observations and Comments . Inspection was made on weldments at .panel cord splice connection in the kitchen classroom wing from gridline 2 to 5 from B to D. Also work is in-progress welding cord splice connection in the kitchen classroom from grid line A to B from 2.2 to 5. Inspector: Greg Boehland, Certification #0884258-85 CBB #176269 'fyou have any questions regarding this report, please feel free to contact us at'541-746-964'9. Respectfully Submitted, '. Pf)fessionalservice Industries, Inc. \\~.JV" ~ Raymo!icJ AliP~ -. Project Manager i I c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum, rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda.Bird - yolahda.bird@sps:l;,me.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 o~oTV RY ANYMFAN<::' FXT:FPT [NFl/II WITHnllT 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 541/746-7163 I . L ~r-~J Information . "''''.l1b Build On Engineering . Consulting. 7l>sting DAILY FIELD REPORT Date Performed: Client: November 12, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: Project Name: Project Location: Contractor: Fabricator: Type of Inspection: I I John Hyland MetalSome Welding P.O. No: Shopl Field: Weather: 722"80173-118 Thurston Elementary School 7345 Thurston Road Springfield, Oregon P0272-334-0809 Shop Overcast Field Observations and Comments Performed periodic visual inspection of the following locations: Piece mark 212C (1), 227B (1), 210B (1), 202B (1), 201A . (1), 210A (1), 202A (1), 201B (1), 224A (1), 211B (2), 255A (1), 212A (1) and 2128 (1). Weldments were inspected for size, 'Iength, profile and locations. To the best of our knowledge, the work inspected is in conformance with approved desiqn drawings, specifications, and applicable D1.1 codes. j 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, rc~001 ~stries, Inc. Raymond Aliperti . Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead,us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfieid School District - jsaracen@sps.lane.edu Yolanda Bird - yoianda.bird@sps.lane.edu . City of Springfield THIS REPORT IS PROVIDED FOR 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 ,:ULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL,SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc:- 1Q40-A Shelley St!eet. Springfield, OR 97477 . Phone.S41/746-9649 . Fax 5411746-7163 L..~.' Information "'~.lTo Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: Client: November 12, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: . 722-801 73-117 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland MetalSome Welding P.O. No: Shopl Field: Weather: P0272-334-0809 Shop Showers Field Observations and Comments Performed periodic visual inspection of the following locations: Piece marked 261B (2), 2270 (1), 262A (2), 260A (4), 261A (6), 262C (1), 262B (1), 266A (4), 260B (2), 265A (4) and 265 (B) (3). Weldments.were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with approved design drawinqs, 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, pR:;i0a~~0dustries, Inc. Raymond AliP~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconsLcom Milstead & Associates - angus@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 ANr 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 541/746-7163 . "'~;lInformation I."'~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: November 10, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-113 Client: Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Cascade Iron Works Welding P.O. No: Shopl Field: Weather: P0272-334-0809 Shop Inside Field Observations and Comments 'Performed periodic visual inspection of the following items: roof beams for Area #2 marked: 217A (1), 217B (1), 217C (1), 217D (1), 218C (2), 223A (1), 223B (1), 224B (1), 224C (1) and 225F (6). Floor beamslfor Area #2 marked: 206C (1), 206D (1), 207C (1), 222B (1) and 222C (1). Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with approved shop design drawings, specifications, and applicable AWS D1.1 codes. Fabricator was asked to notify our office when additional s~rvices 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, p~icr to; Industries, Inc. Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead &,Associates - angus@milstead.us Mahlum - rberndt@mahlum.com RobertsonlSherwood & Architects, dguadagni@robertsonsherwood.com Springfield SchoolDistrict - jsaracen@sps:lane.edu Yolanda Bird - yolimda,bird@sps.lane.edu City of Springfield THIS REPORT IS PFfOVIDED 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, WITHO!JT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. . . Professional Service Industries, Inc. ~ .1040-A Shelley Street. Springfield, OR 97477- Phone 5411746-9649 . Fax541f746.7163 l..~;z Information ,.,~. .ToBuildOn Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: November 10, 2008 Report Number: 722-80173-111 Cilent: Springfield School District Project Name: Thurston Eiementary School 525 Mill Street Springfield, OR 974 77 Project Location: 7345 Th'urston Road Springfield, Oregon Building Permit No.: COM2008-00437 P.O. No.: P0272-334~0809 Type of Inspection: Reinforcing Steel Weather: Overcast Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: foundation wall along gridline L from 5 to 6 (RFP 38-T). Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on concrete dobie blocks. 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 arid applicable workmanship provisions of the International BuildinG Codes. Inspector: Greg Boehland CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, p{)feS~iOJCif[iC~ Industries, Inc. ~ ro. Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberridt@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 REP6RT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONLY. 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 1ltreet. Springfield, OR 97477 -Phone 541f746-9649. Fax 541/746-7163 l"~;1 Informati01i ",~. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: Client: November 10, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-112 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shop/ Field: Weather: P0272-334-0809 Field Overcast. Field Observations and Comments Inspection was made on completed weJdments at panel cord splice connection, in the kitchen and classroom wing from gridllne 5 to 8 from. A to D. Also work is in-progress on cord splice connection in the kitchen classroom wing 'from gridline A to D from 2 to 5. I Inspector: Greg Boehland, Certification #0884258-85 I CBB #176269 ' , I If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, c:;:Jnal Service Industries, Inc. R:ymOnd~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 INFOf!MA r/ON OF THE CLIENT ONL y, THE REPRODUCTION OF THIS REPORT, BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD DtlDTV CV tlMV 'IdE"^'~ ~yrr:::PT IN Fill! WITl-1nf IT T/-IF WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED Professional Service. Industries, Inc.. 1 040~A Shelley Street. Springfield, OR 97 477-.Phone 541 n 46-9649 . Fax 541/746-7163 l...~ ;ZInfomuition ,.,~. .10 Build On . Engineering . Consulting' Testing DAILY FIELD REPORT Date Performed: November 11, 2008 Report Number: 722-80173-114 Ciient: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 73.45 Thurston Road Springfield, Oregon Contractor: John Hyland P.O. No: P0272-334-0809 Fabricator: Axis Crane Shopl Field: Field Type of Inspection: Welding Weather: Overcast Field Observations and Comments Inspection was made on work in-progress on weldments placed at panel cord splice connection in the kitchen classroom wing, from gridlines A to D from 2 to 5. Inspector: Greg Boehland, Certification #0884258-85 eBB #176269. I I I If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~~i0C1;;: Industries, Inc Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland.Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum, rberndt@mahlum.com RobertsonlSherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu . Yolanda Bird - yolanda.bird@spsJane.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 PllRTY ,qY A.NYMFA^,<:; F}((':FPT IN FI If I WfTi-/nlIT THF WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED Professional Servi~e Industries, inc.. 1Q40-A Shelley Street. Springfield, OR 97477. Phone 541n46-9649. Fax 541n46-7163 l ~~;lInformation ",..,. .To Build On Engineeringe Consulting . Testing DAILY FIELD REPORT Date Performed: Client: November 11, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-115 Project Name: . Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Building Permit No.: COM2008"00437 Type of Inspection: Reinforced Concrete P.O. No.: Weather: P0272-334-0809 Light Rain Field Observations and Comments Reinforcing steel was perviously inspected on 11/10/2008. Performed visual inspection during placement of concrete in the following locations: wall pour between grid 5 and 6 on line L. Concrete was placed by truck and pump trucks and hand screeded consolidated with vibratory methods. Cast one (1) set offour (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 Buiiding Code. Tvoe of Material Set #1 Supplier Knife River Mix # 40N15200 Slump 51/4" Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples . Total Yardaqe Placed Inspector: Verlyn Bearden, ACI #01080077 CCB #176269 50' 62' 10:20 AM 4,000 4 6.5 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, . rt:~O\J'~dustries, Inc. Raymond Aliperti Project' Manage'r c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.l,me.edu Yolanda Bird -.yolanda.bird@sps.lane.edu City of Springfield 'THIS REPORT /S PROVIDED FOR THE INFORMATION OF THE CLl~NT aNL Y THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY f'.NY MEANS, EXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED, Professional Service Industries, Inc.. 1040-A Shelley ~treet. Springfield, OR 97477. Phone 541n46.9649. Fax 541n46-7163 l ,ft,#!: IilInformation ~.~,!, 1bBuild On /ilngJIJIJerInf . ~ . 1WUng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: John Saraceno Address: Springfield School DistriCt 525 Mill Street Springfield, OR 97477 Project No.: 722-80173-136 Project: Thurston Elementary Project 7345 Thurston Road Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 61175 Date Performed: P.O. No.: B.P. No.: Technician: Laboratory Soil / Aggregate Data: Moisture Density Relationship of 144Ib5.1CU.ft., at 6% moisture, is from our report number 722-80055-31, for Springfield Quarry 3/4"-0. Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 713 OS 2867) Test No. Approximate Test Elev. Probe Wet Density Dry Density Depth LBS/CU.FT. LBS/CU.FT. Percent Percent Required Moisture Compaction Compaction Comments Approximate Test Location 2 Trash enclosure footing Trash enclosure footing 3" FRG FRG 3" 3 Trash enclosure footing FRG - . Tests performed at finished grade of base rock at listed locations above. Tests were reported to James Miller. 3" co KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 145.5 148.0 152.9 137.7 136.4 141.1 1040. A Shelley Street Springfield, Oregon 97477 (541)746-9649 '(541)746-7163 fax CCB #176269 November 26, 2008 COM 2008-00437 Devon Hovis 5.7 6.9 8.4 95.6 96.1 95% 95% east side south side 98.0 95% west side Respectfully Submitted Professional Service Industries, Inc. Ibt"~~ Project Manager THIS REPORT 1$ PROVIDED FOR THE INFORMA nON 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 WITHOUT THE WRITTEN PERMISSION OF PROFESS/ONAL SERVICE INDUSTRIES. l..ri;r.;..J Information 1:!!.~~,I7b Build On li!i.g_'II" .".. ,:; t'Ig' . Con:suII!In& . ""-16..- Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 COMPRESSION REPORT Project No.: 722'80173-139 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon } Placement Data: Material: Concrete Pour back strips at the following gridlines J to M at 5to 8. E to H at 1 to 5, G.5 to H at 2 to 5 and G to G.7 at510 5.1 Location Sampled At: Pour back strip R to M at 8 Date Cast: 11/24/08 Date Rec'd: 11/25/08 Ticket No.: IMiX No.: Weather: 3160367 40N15200 Overcast Design Strength (psi): Cylinder No. 08,3727 08,3728 08,3729 08,3730 required 4,000 Test Date Field Cure (days) Lab Cure (days) Age (days) 12/1/2008 12/22/2008 12/22/2008 Hold 7 28 28 H 8 27 27 H Remarks: c: ... (~. ci:;rie (both'ends) - 2 - ConeNertical Cracks (one end) . . . 3 - Columnar koad: Total: Supplier: Knife River :Slump (in.): ASTM C143 P!lax. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 . Max Temp (F): Min Temp tF): , Specimen Size: Unit Weight (pef): ASTM C138 ITime Cast: 8:20 AM Additives: Results Reported To: SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 3, 2008 CCB#176269 Date: B.P. No.: P.O.' No.: Cast By: P0272-334-0809 Glenn Meeks Field Test Data 4" 3/4" 340 650 630 46' 4x8 Contractor Curing,Conditions: ASTM Diameter or Dimensions (inches) Cross Sect. Area Cylinder WT. (s.l.) (Ibs.) Max. load (lbs.) comPip~~;e~gth Fracture Type *' Test Time C1231-03 4,590 Capping Method C617-03 3 11:30AM x Yardage 3 10 /100 Compressive Strength Data ASTM C39 olaced 4,000 4.00 12.57 8.6 57,750 5 - Side fra(~ures (at top of bottom) 6 - Top fractures (same as #5 but end oi cyiinder is pointed) Respectfully Submitted, ~~:VCtl8s Industries, Inc. Raymond Aliperli Project Manager Set #1 I,PFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead'& Associates - angus@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 INFOR^,fA nON 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, /S PROHIBITED WITHOUT THE, WRITTEN . ' PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. 4 - Diagonal wIno cracking at ends 1iA?:~illrifof1!Ultion 4~....., . .To BUild On Bngllrleer..." . ConsuHIn& . n..tInsr SPRINGFIELD OFFICE COMPRESSION REPORT Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80173-.138 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon '1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax December 3, 2008 CCB#176269 Date: B.P. No.:. P.O. No.: Cast By: P0272-334-0809 Michael Wright Foggy ]Load: Total: Supplier: Knife River Yardage 2 20 Field Test Data Slump (in.): ASTM CI43 5" Max. Aggr. Size: 3/4" Air Content: ASTM C231 Air Temperature (F): 47" Material Temp. (F): ASTM CIOB4 780 Max Temp (F): 740 Min Temp IF): 540 ,Specimen Size: 4xB Unit Weight (pet): ASTM C138 . ,Time ~~st; 8:20 AM Curing CO!1ditions: 1 day F.e. remainder, ASTM Additives: WRDAlHot H20 Results Reported To: Todd with John Hyland Placement Data: Mate'rial: C-6ncrete . Inside perimeter of slab from 9ridlines 5 to 8 at 9ridlines A to D and E to H' Location Sampled At: At gridlines 0 to6 Date Cast: 11/19/08 Ti~~~~~~~ I ~i:4~~:15200 Date Rec'd: Weather: 11/20108 Desi!ln Stren!lth (psi): reauired 4,000 Compressive Strength Data ASTM C39 olaced 4.000 Cylinder No. Test Date Age (days) Field Cure (days) Lab Cure Diameter or Cross Sect:Area Cylinder WT. Camp, Strength Capping Method Dimensions Max. Load (Ibs.) Fracture Type *- Test Time (days) (inches) (s.I.) (Ibs.) (psi) C617-03 C1231-03 6 3.99 12.51 8.6 60,180 4,810,.. 3 1 :43 PM X 27 08,3703 11/26/2008 7 08,3704 . 12/17/2008 28 08-3705 08,3706 12/17/2008 Hold 28 H 27 H u f- Cone (bo'th ends) 2 - Cone/Vertical'Cracks (one end) Remarks: c: , . 3 - Columnar 4 - Diagonal wino cracking at ends 5 - 'Side fractures (at top of bLltom) 6 - Top fractures (same as #5 but end of cylinder is pOinted) Respectfully Submitted, r;)/V8/ se~v/ces /ndustrles, tnc. Raymond ~ . Project Manager KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Miistead & Associates - angus@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 INFORM,4T/ON OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANYMEANS EXCEPT IN FULL. IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. .lne;lIriformation ~~. .ToBuildOn II!!nglneerlng . ~ . 1'tNrtIng Client: Address: Spri~gfield School District 525 Mill Street Springfield, OR 97477 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649.. (541)746-7163 fax December 3, 2008 CCB#176269 Project No.: 722-80173-137 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Daie: B.P. No.:' P.O:No.: Cast By: P0272-334-0809 Michael Wright Field Test Data 3.5". 'Placement Data: Material: C'oncrete Inside perimeter of slab from gridlines 5 to Bat gridlines A to D and E to H Location Sampled At: At 9ridline F - 5 Date Cast: 11/19/08 Date Rectd: 11/20/08 Ticket No.: IMi:0~;~200 Weather: 3160305 Overcast Design Strenl'lth (psi): reauired 4,000 1, _... _. Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 08-3707 11/26/2008 7 6 08-3708 12/17/2008 28 '27 08-3709 12/17/2008 28 27 08-3710 Hold H H ~ardage Load: 7 Total: 70 Supplier: Knife River "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 (pcl): ASTM C138 'Time Cast: 8:20 AM Additives: WRDNHot H20 Results Reported To: Todd with John Hyland Construction 3/4" 52" 79" 74" 54" 4x8 Curing Conditions: 1 day F .C. remain de, ASTM Compressive Strength Data ASTM C39 placed 4 000 , Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method Dimensions Max. Load (Ibs.) Fracture Type .. Test Time (inches) (5.1.) (Ibs.) (pSi) C617-03 C1231-03 3.99 12.51 8.6 51,820 4,140 3 1:39 PM X H 1 ~ Cone (both ends) 2 - ConeNerticaJ Cracks (one end) 3 - Columnar 4 - Diagonal wIno cracking at ends Remarks: Set #2 c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Miistead & Associates - angus@milstead.us Malllum - rberndt@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 5 - Side trac ures (at top at bottom) 6 - Top fractures (same as #5 but end of cylinder is pointed) Respectfully Submitted, pk:~nu~dustries, Inc. Raymond Aliperti 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 BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l r'f/j ~;1 Information II"'. .TO Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: Client: November 24, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-132 Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Name: Contractor: Fabricator: Type of Inspection: John Hyland MetalSome Welding P.O. No: Shop/ Field: Weather: P0272-334-0809 Shop Fog Field Observations and Comments 'Performed periodic visual inspection of the following items: piece mark 360B-T (4), 360A-T (7), 308B-T (3), 307C-T (1), 307A-T (1), 310C-T (1), 302E-T (2), 306C-T (1), 305A-T (1), 305B-T (2), 305C-T (1), 300B-T (1), 300C-T (1), 300A-T (1), 361A-T (7), 307B-T (1), 301C-T (1), 302B-T (1), 360B-T (1), 310A-T (1), 301B-T (1) and 304A-T (1). Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with the approved drawinQs, specifications and applicable D1.1 codes. Inspector: David F. Smith, Certification #0877340-85 eBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~~~stries, Inc. Raymond Aliperti . Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 1$ 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. Sprjngfi~ld, OR 97477. Phone 541f746-9649 . Fax 541/746-7163 I... ~., Information "'~.lTo Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: November 24, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-131 Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Client: Project Name: Building Permit No.: COM2008-00437 Type of Inspection: Reinforced Concrete P.O. No.: Weather: P0272-334-0809 Foggy & Cold Field Observations and Comments . Performed visual inspection of reinforcing steel at the following locations: pour back strip reinforcing at the following, gridlines J to M at 5 to 8, E to H at 1 to 5, G.5 to H at 2 to 5 and G to G.7 at 5 to 5.1 prior to placement of concrete. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with latest revisions dated 6/12/08. Performed visual inspection during placement of concrete in the locations listed above. Concrete was placed by boom pump and mechanically consolidated. Cast one.(1) set of four (4) (4x8) concrete test cylinders. Contractor was asked to notify our office when additional services are needed. T vn" of Material Set #1 Supplier Knife River Mix # 40N15200 ~ump ~ Air Content 1 .8% Ambient Temperature 340 Material Temperature 650 Time Placed 8:20 AM Design Strength (psi) 4,000 Number of Samples 4 Total YardaQe Placed" 100 o 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, r:SZY$Pustries, Inc. . Raymond Aliperti Project Manager c: . KPFF - ugo.costa@kpff:com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 541/746-9649. Fax 541/746-7163 l...~ ;ZInformation ",~. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: Client: December 1, 2008 Springfield School District 525 Mill Street Springfield. OR 97477 Report Number: 722-80173-141 Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Name: Contractor: Fabricator: Type of Inspection: John Hyland MetalSome Welding P.O. No: Shop/ Field: Weather: P0272-334-0809 Shop Partly Cloudy Field Observations and Comments Performed periodic visual inspection of the following items: Flare bevel weldments for chord splices at 2nd floor and roof elevations in area 2, from E to Hand 5 to 8. Also performed periodic visual inspection of "in-progress" welding for beam to clip, beam to column, and angle to embeds at corner panel connections for 2nd ~oor and roof elevations from E to H at 5 to 8. Fit-up of weld joints were inspected for workmanship. In-progress welding was monitored to the erectors FCAW welding procedure specifications. Weldments were inspected for size, length, pro~le and locations. To the best of our knowledge, the work inspected is in conformance with the approved drawings, specifications and applicable AWS 01.1 codes. Contractor was asked to notify our office when additional services are needed. 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, ~iona/ Service Industries, Inc. RaYmOe~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.li;me.edu City of Springfield 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. . 1040-A Shelley Street. Springfield, OR 97477. Phone 5411746-9649 . Fax 541/746-7163 l ra~ ;ZIn/ormation ",..,. .10 Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: December 1, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-140 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Building Permit No.: COM2008-00437 Type of Inspection: Epoxy P.O. No.: Weather: P0272-334-0809 Partly Cloudy Field Observations and Comments Performed continuous inspection during the installation of #5 and #6 epoxied rebar dowels in the following locations: (20) #6 dowels into footing for trash enclosure, (57) #5 dowels into slab on grade for stairs in area 2. Prior to installation the predrilled holes were cleaned using a nylon brush and compressed air. Verified minimum embedment depth of 6" inches for trash enclosure and 9" for stairs in area 2. The above listed epoxy anchors were installed using Hilti RE500 SD epoxy with ICC 2322 expo 2/09. The epoxy anchors were installed in accordance with the approved job-site plans and manufacturer's directions. Contractor was asked to notify our office when additional services are needed. To the best 01 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 Codes. Inspector: Devon 'Hovis CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, fjofes~ional Service Industries, .Inc. W'tUA ' Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com RobertsonlShelWood & Architects - dguadagni@robertsonshelWood.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 REPRqOUCTlON OF THIS REPORT, BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY. BY ANY MEANS, EXCEPT IN JT,ULL. 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 541/746-7163 lrflAtft!!!!o;Z Information ,.,..,. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: November 24, 200B Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-B0173-133 Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Client: Project Name: Building Permit No.: COM200B-00437 Type of Inspection: Epoxy P.O. No.: Weather: P0272-334-0B09 Clear Field Observations and Comments Performed continuous inspection during the installation of %" all thread epoxied anchors bolts in the following locations: column base plates at lines 2.5, 5 and 5.5 (4) epoxy anchors per base placed (6B) total anchors placed using ASTM A193 B7 threaded rods. Prior to installation the predrilled holes were cleaned using a nylon brush, compressed air and vacumm. Verified minimum embedment depth of 9" inches. The above listed epoxy anchors were installed using Hilti- RE 500S0 epoxy with ICC 2322 expo 9/09. Contractor stated the nuts would be tightened after the epoxy has cured. The epoxy anchors were instailed in accordance with the RFi #154 and latest revisions dated 1 H24/200B. 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 erovisions of the International Buildinq Codes. Inspector: Dale Russell CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, K;jionaf ervice Industries, Inc. Raymond Alipe Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 541/746-9649 . Fax 54,1/746-7163 l...~;lInformation ,.,~. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: November 18, 2008 Report Number: 722-80173-127 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield, Oregon Building Permit No.: COM200S-00437 P.O. No.: P0272-334-0809 Type of Inspection: Epoxy Weather: Clear Field Observations and Comments Performed continuous inspection during the installation of #4 epoxied rebar dowels in the following locations: Into existing thickened footing, block-out area for the elevator and machine room in the gym classroom using. Prior to installation the predrilled holes were cleaned using a nylon brush and compressed air. Verified minimum embedment depth of 5" inches. The above listed epoxy anchors were installed using Hilti-RE 500SD epoxy. The epoxy anchors were instalied In accordance with the approved job-site plans. Additional Comments: also welding of panel cord splices is being monitored in the gym classroom wing. 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, se.ecifications and applicable workmanship provisions of the International Building Codes. Inspector: Dale Russell CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfuliy Submitted, Professional Service Industries, Inc. ~~d~;i~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@mllstead.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 TRANSMIITAL 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 541(746-7163 lra ~ ;ZInformation ",~. .TO Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: November 21, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-130 Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Name: Building Permit No.: COM2008-00437 Type of Inspection: Epoxy P.O. No.: Weather: P0272-334-0809 Overcast Field Observations and Comments Performed continuous inspection during the installation of #5 epoxied rebar dowels in the following locations: into existing thickened slab for ramp in the gym classroom wing along 5 lines from G.5 to H. Also epoxied rebar in to panel bottoms along G.5 line from 2 to 4 and along 5 lines from E to H. Prior to installation the predrilled holes were cleaned using a nylon brush and compressed air. Verified minimum embedment depth of 5" inches. The above listed epoxy anchors were installed using Hilti-RE 500SD epoxy. The epoxy anchors were installed in accordance with the approved job-site pians. Additional Comments: welding continuous to be monitored in the kitchen classroom wing and the gym classroom wing on the beam clip connection and corner clip connection. 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 Buildin~ Codes. Inspector: Greg Boehland, ICBO #0884258-85 CCB #176269 if you have any questions regarding this report, please feei free to contact us at 541-746-9649. Respectfully Submitted, ~SSiJ~W:=dustries, Inc. Raymtd A~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 1$ PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD .~,'SiT", g" .Alt' "r=~^'~ J::vI"'<::"rr't::LBJ' I WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street- Springfield, OR 974~7. Phone 541n46-9649. Fax 541n46.7163 l...~ ;ZInfonnation ,.,~. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: Client: November 20, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: Project Name: Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shopl Field: Weather: 722-80173-129 Thurston Elementary School 7345 Thurston Road Springfield, Oregon P0272-334-0809 Field Overcast Field Observations and Comments Inspection was made on a work in-progress welding beam clip, corner clips, and girt seats to panel embeds in the gym classroom wing from gridlines 1 to 5 from E to G.5. 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 Codes. ) Inspector: Greg Boehland, Certification #0884258-85 eBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, P()~sslj,\.kervice Industries, Inc. R~~AliP~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfieid School District - jsaracen@sps.lane.edu Yolanda Bird - yoianda.bird@sps.lane.edu City of Springfield THIS RFPORT IS PROVIDED FOR THE INFORMATION OF THE CLiENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD ~8ll3SSiQi~'Si:!FVIiie.[filltl~frTe~ FfH6L."Yff4tf2,1{sWnrW~EN ~EBMi;;~Il}N UJ- t-'HU,~t:.;;';;'IU'VML ",cnv'~,- ".':":JS~"'LS. 'r J"'l'lQuoom:,., ,. e ey tree! t>pnngfreld, OR 97477. Phone 541/746.9649 . Fax 541f746-7163 l...~ ;ZInjOrmation ,.,..,. .To Build On Engineering. Consulting . Testing DAILY FiELD REPORT Date Performed: November 19, 2008 Report Number: 722-80173-128 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield, Oregon P.O. No.: P0272-334-0809 Permit No.: COM2008-00437 Type of Structure: Slab on Grade Weather: Foggy Type of Inspection: Reinforced Concrete Field Observations and Comments Performed visual inspection during placement of concrete at the following locations: inside perimeter of salb from gridlines 5 to 8 at A to D and E to H. Concrete was placed by pump and mechanically consolidated. Cast two (2) set's of four (4) (4x8) concrete test cylinders. Contracto'r 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. rvoe of M;.t..ri"j Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Michael Wri'ght CCB# 176269 Set #1 Knife River ON15200 5" 47" 78' 7:30 AM 4000 4 20 Set #2 Knife River ON15200 3.5" 52' 79' 10:45 AM 4,000 4 70 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~ofessioV Service Industries, Inc. R~V.~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 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.. 1Q4Q-A Shelley Street. Springfield; OR 97477 . Phone 541/746-9649. Fax 541(746.7163 ...~;lInformation 1.11"'. .To Build On Engineering . Consulting . n.stlng DAILY FIELD REPORT Date Performed: November 17, 2008 Report Number: 722-80173-126 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Slreet Springfield, OR 974 77 Project Location: 7345 Thurston Road Springfield, Oregon Contractor: John Hyland P.O. No: P0272-334-0809 Fabricator: Axis Crane Shop/ Field: Field Type of Inspection: Welding Weather: Clear Field Observations and Comments Inspection was made on weldments placed on four (4) 3-M plates with 7/8" all thread studs, plates are placed on panels 11 & 12 in the gym classroom wing. Also work is in progress welding panel cord splice connection in the gym classroom wing from gridline E to H from 5 to 8. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship orovisions of the International Buildinq Codes. inspector: Greg Boehland, Certification #0884258-85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfuliy Submitted, p ~~ Industries, Inc. Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolandabird@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 ~t'OIfessi61%ir~ ~t1ftlik~FMLL}V,IO~8l}[IHEI,WRIIJCN I-"t;KMI::"::'I~IV lit- rl-:vrr:",,,'U,",,L -OLnV,,-,L ".....,,'-' , ,,~.:,.' :.: .-.-.:. ::::!'-.:.'::. ,nc. .' - ::ihe ey Street. Spnngfleld, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l "~;lInformation ,.,~. .To Build On Engineering. Consulting . Testing ~ DAILY FIELD REPORT Date Performed: Client: November 12, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Building Permit No.: COM2008-00437 Type of Inspection: Reinforced Concrete Report Number: 722-80173-116 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: P.O. No.: Weather: P0272~334-0B09 Overcast Field Observations and Comments Performed visual inspection during the placement of concrete in the following locations: administration room section #3, pour back strips. Concrete was placed by pump and mechanically consolidated. Cast one (1) set of four (4) (4xB) 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 Codes. me of Materi.al Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yarda!le Placed Inspector:' Pete Furlong, ICC #00083536 CCB #176269 Set #1 Knife River 2440N15200 51/2" 62" 66' 10:00AM 4,000 4 100 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, professiona~e Industries, Inc. ~AIiPerti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 TRANSMIITAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSiON OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED Professional Service Industries, Inc. . 104Q-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746-7163 o. L "'~;lInformation ",~. .To B~ild On . Engineering . Consulting. Testing DAIL Y FIELD REPORT Date Performed: Report Number: October 15, 2008 Springfield School District 525 Mill Street Springfield,OR'97477 Client: Project Name: Project Location: Contractor: Fabricator: Type of Inspection: Jonn Hyland Cascade I ron Works Welding P.O. No: Shop! Field: Weather: WVYl ~(fl)8- O{)4~7 722-80173-91 Thurston Elementary School 7345 Thurston Road Springfield, Oregon PO 2 72 -334-0809 Shop Overcast Field Observations and Comments Performed periodic visual inspection of the following locations: Embeds: (4) EMSA, (4) EMSB (see attachment), (6) 40, beams (2) S4-1 and (2) S4-2; and columns (1) 150A and (1) 1518. Weldments were inspected for size, length, profile and iocations. To the best of our knowiedge, the work inspected is in conformance with approved design drawinos, specifications, and applicable 01.1 codes. Erector was asked to notifY our office when additonal services are. 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, ~U fJppndUSifies, Inc. Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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.~du City of Springfield Attachment: Details (2,pages) 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. e1040A.Shell:'y .St.. Springfield, OR 97477. Phone 541f746-9649. Fax 541f746-7163 , .i 1'7""'" 'VI>t~ '_~C'.J \D :.1"" ..It})., Jr On e Sto;r, Jch Sch 001, , ~,... '.8".~ . 7 u ~7;! (Typ.) "'.." . ,:~ ((-:..~, ;\~~,,:. {: J [:l ,c.i ,-i---" ,1,,\\ .':::-;:/, L::J ':'<:';>-,' ::jdL6<6 - {~ .... .~... ;J1/I1l. .1 -r !lV'(t- '5 --ro (U ..... 'J ~V:c . Jrv~ .~ .'.. ~MReq~: ~ fl::!J7DTI1.L- (5cole:l~"t;I/:-0") . :', 1-- (1) -to '. 'C4-J-fD . '><~E~SONSTUD f'x5" (4 I '", ~ -:, . '[ =, [ ~-1:{~t:.: o ~~EdoNSTUO o' 3';';4" .4. ,x' (4 pies.; Stairs .totol. :~ ,.,' """,, ~; 5 ':st~ds) 'j. .~. .,' :',. i ; ,-. -'~ .. '11. ~ ~! {10. .t0~. ~05 ~. :f= ,.r',~" ,. ,'..,.0' .; .' .;.._~t 'c.:' :.Y;',.. I:"~ .; ",'; . '~ ,.-.,- ~' 1'-8.... . ~sA j@~t!i~'".. :l:Req'd ,/ A.~ ~g).'I;;+'*.'r ;',,'r.),';'," ','." ''! T .....It:'lTr~'i~!p,. (Scale. 11"..:il'-~" . ,:::.: ,....: '-' . :,~"I',~,\'~-:."/i.'::;~~;' ':! ~ "'..-.:;0.) .. i '. ; ~," :'!"'~:~(1) 1P lf4i1!#&~";'-' ':t4), .#t)'i;~;}:~i;~i!?iblJ; ...f.!.\t,.;,,":iiBffvp .'.. ;.' -",' '",-,-"," .10'" 3"(Typ) I .1 I- f;-,\ . ::~'~~::I.: ' ~2;(.. "'03 it];., "I '", I_'-?er, F.B;Y':"B"' :: -'-IC'\J "'~ "----NELSON t..=P" STUD. J". 5" 4'X . " >. .:G'p,'L\I., . ';"i'<-.'"'''' . '('i.;~:;#?7Jf.~htitieS shown " .,...ene...ore','.Jwo St . . .... .,"" ,./"___'_"> ",,:.;,/0Ir5 ',' ~r. ' l~~;l. Infonnation ,.,~. .To Build On Engineering . ~nsulting . Testing DAILY FIELD .REPORT Client: August 22, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-46 Date Performed: Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: . Building Permit No.: Type of Inspection: . COM2008c00437 J Reinforcing Steel P.O. No.: Weather: P0272-334-0809 Clear Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: Inspected the 8" tilt up wall reinforcing at panel #11,12,59 and 60. Panel #63 HylandConstruction.is starting to place rebar in this panel and is to be inspected on 8-25- 08. Reinforcing steel was checked for 'grade, size, lap, placement and,c1earances where applicable. Reinforcing steel was secured using tie wire and supported an plastic chairs. Reinforcing steel was placed in accordance with latest revisions dated 05-01-08. Inspector: Glenn Meek 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, , ofessiona/ S. ~strjes, Inc. ~i\.,~ . -, Raym d Alipertl Project Manager .c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum -'rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolarida.bird@sps.lane.edu City of Springfield . THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT. ONLY. THE REPRODUCTION OF THIS REPOR",:, BY ANY METHOD, AND ITS TRANSMIITAL TO A THIRD ~A n-rv <>V A ~,v UCA A'''' cvrCPT IN FJ III WIT~n' IT THF WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, /S PROHIBITED. .Professional Service Industries, Inc. .1040-A Shelley Street- Springfield, OR 97477- Phone 541/746-9649. Fax 541/746~7163 L.... ~ ;Zl1ifol71Ultion ,.,.,. .To Build On Engineering 0 Consulting o Testing DAILY FIELD REPORT Date Performed: September 15, 2008 Springfield School District 525 Mill Street . Springfield, OR 97477 Report Number: 722-80173-64 Client: Project Name: Thurston Elementary School Project Location: 7345 Thurston Road Springfield, 0regon Building Permit No.: COM2008-00437 j Type of Inspection: Reinforcing Steel P.O. No.: Weather: P0272-334-0809 Clear Field Observations and Comments 'Performed visual Inspection of reinforcing steel at the following locations: Tilt-up wall panel #24, 25, 27, 28, 32, and 33. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicabie. Reinforcing steel'was secured using tie wire and supported on plastic chairs. Reinforcing steel was placed in accordance with latest revisions dated 06-12-08. Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected .above w'as in accordance with the building department' approved design, drawings, specifications and apolicable workmanshio orovisions.of the International'Buildinq Codes. Inspector: Glenn Meek 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, ~na fa1c;:ndustnes, Inc Raymond AIiP~':1l.J Project Manager c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates - angus@milstead.us Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects'.- dguadagni@robertsonsherwood.com Yolanda Bird - yolanda.bird@sps.lane.edu THIS REPORT IS PROVIDED FOR THE INFORMATlON..oF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY RY ANY Mr::A"!<:' ~y,...r::CT...1l:LE'" I \MfnmlIT THe wr:<ITTFN PFRMi<::<::lnN OF PRnr::F<:::<:;lnNA,I<::Fi='VICE INDUSTRIES /8. PROHIBITED Professional Service Industries, Inc.. 1Q40cA Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7.163 l...~;J Infonnalion "''''.lTo Build On . Engineering. Consulting. Testing' . DAILY FIELD REPORT Date Performed: Client: September 15, 2008 Report Number: 722-80173-68 Springfield. School District 525 Mill Street " Springfield, OR 97477 Project Name; Thurston Elementary School 7345 Thurston Road Springfield, .Oregon Project Location: Building Permit No.: COM200S-00437' Type of Inspection: Reinforcing Steel ~- .., ) P.O. No.: Weather: P0272-334-0809 Clear Field Observations and Comments Performed visual inspection of reinforcing steel and embeds at the following locations: Tilt-up wall panel #24,25,27,28, 32, and 33. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on plastic chairs. Reinforcing steel was placed in accordance with latest revisions dated 06-12-08. Note: Hyland crew to install embeds in panel #27 prior to placement of concrete. Contractor was asked to notify our office when additional services are needed, To the best of our knowledge, the w'ork inspected above was in accordance with the' building department approved design,. drawings: specifications and applicable workmanshio proviSions of the International Buildlnq Codes. Inspector: Glenn Meek Jr., ICC# 5071538-49 CCB #176269 If you have any questions regarding this report, pi ease feel free to contact us at 541-746-9649. Respectfully Submitted, pr:;;r\j' vic. industries, inc. Raymond Allpe I Project Manager c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates.. angus@milstead.us f-jyland Construction - markb@jhconst.com Robertson/Sherwood.& Architects c dguadagni@robertsonsherwood.com Yolanda Bird - yolanda.blrd@sps.lane.edu . 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 FlY ANY M~AM<:: ~Yr~PT IN ~III' W/TI-j()1 fT TJ-/F"WR/TTFN P~RMISS/ON OJ:: PR(}FFC;,<:.:/ONAI .<::FRVICF INDUSTRIES IS PROHIBITED. Professional'Service Industries, Inc. . 1040-A Shelley. Street .; Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746-7.163 l...~;l Information ,.,~. .ToBuild On Engineering . Consulting' Testing DAILY FIELD REPORT Date Performed: Client: September 19, 2008 SpringfieldSghool District 525 Mill Street Springfield, OR 97477 Report Number: '722-80173-71 Project Name: Thurston Elementary School 7345 Thurston Road . Springfield, Oregon Project Location: Building Permit No.: COM2008-00437. / Type'of Inspection: Reinforcing Steel P.O. No.: Weather: P0272-334-0809 Clear , Field .Observationsand Comments . Performed visual inspection of reinforcing'steel and embeds at the following locations: Tilt-up wall panel #53', 54, 55, 22\ north, 22 south and 31, Hyland Construction to install #5 trim bar at the 2-10" conduit opening prior to placement of concrete placement in panel #54.' Reinforcing steel was'checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on plastic 'chairs. Reinforcing steel was placed in . accordance with .Iatest-revisions dated :5-01-08. Contractor was asked to notify our office when additional services .are needed. Inspector: Glenn Meek Jr., ICC# 5071538-49 CCB #176269 If you have any question's regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, Professional se~Vic Industries, Inc. P~. .00 '. ~~ Aliperti . . Project Manager .c: Springfield School District - jsaracen@sps.lane.edu Milstead & Associates - angus@milstead.us . Hyland Construction - markb@jhconst.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Yolanda Bird - y'olanda.bird@sps.lane.edu . KPFF - ugo.costa@kpff.com Mahlum - rberndt@mahlum.com . City of Springfield ~ 'THIS REPORT' IS PROVIDED FOR THE INFO.~MATION 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. ProfeSSjOnal.ser~ice-lndustri~s..ln,c. . 1 Q40-A Shelley Stre~t -.Springfield; qR",9i47.7 . ph?ne 541/746-~649 .-Fax 541/746-7163 l...~ ;ZInjormation ,.,~. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: Client: September 22, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Nu'mber: 722'80173-81 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Building Permit No.: COM2008-00437 Type of Inspection: Reinforced Concrete. P.O. No.: Weather: P0272-334-0809 Overcast wllight showers Field Observations and Comments Reinforcing steel was previously inspected on 9/19/08. Performed visual inspection during placement of concrete in the following locations: tilt up wall panels #31, 22N, 22.5, 53, 54 and #55. Additional trim rebar placed in panel #54 at the opening for the 2-10" conduits prior to concrete placement. Concrete was placed by boom pump and mechanically 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 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. TVD" Df Mat..rlal Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total YardaQe Placed Inspector: Glenn Meek Jr., ICC# 5071538-49 CCB #176269 Set #1 Knife River 60W5AOFM 53/4" 2.5% 510 660 8:14AM 6,000 4 77, If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, :Dfessi~nr Service Industries, Inc.. ~~~ . Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconsLcom Milstead & Associates' - angus@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 nON 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, OH97477. Phone 541/746-9649. Fax 541n46-7163 l rfIA ~;lInformation ,.,~. ;To Build On Engineering. Consulting. Testing C>>YYI 'Wll g ~ OD It Y7 DAILY FIELD REPORT Date Performed: Client: September 26. 2008 Springfield School District 525 Mill Street Springfieid, OR 97477 Report Number: 722-80173-73 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Cascade Iron Works Welding P.O. No: Shop/ Field: Weather: P0272-334-0809 Shop Inside Field Observations and Comments Performed periodic visual inspection 'of the following locations Single pass fillet weldfnents for part #'s117C, 11 IB, . 111B"(2); 106A, 120B:106AA; 118D'(2), '116D and 120A: Weldments were inspected for size; length,; profiie and '" locations. To the' best":of our knowledge, ..the, work inspected is in conformance.. with approved ,de.sign :drawings, ;;: specifications, .and applicable AWS D1:1 codes. . ," . Inspector: Chris McDona]d, 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, r<::;j/ (J1e Industries, Inc. Raymond Aliperti .,p Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhcbnst.com Milstead & Associates- angus@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 CL/ENTONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY MITHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEAtyS, EXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBiTED. Professional 'Service Industries, Inc.. 1040A Shelley St.. Springfield, OR 97477. Phone 5411746.9649. Fax 541/746"7163 / ~ UrvlWV<'i ~(})Lfo1 l.ft~.lInformation ~~!! 7bBuildOn librg/Qeert/nfl. ~. 115, '''''''., Client: Address: COMPRESSION REPORT SPRINGFIELD OFFICI 1 040 - A Shelley Stree Springfield, Oregon 97 47~ (541)746-96~ - (541)746,7163 fal September 29, 20GS' CCB#17626! Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80173-54 Proj. Name: Thurston Elementary School Date: B.P. No.: P.O: No.: Cast By: P0272-334-0809 . Gleim Meeks Jr Location: 7345 Thurston Road Springfield, Oregon FieldTest Data 'Placement Data: . - ~ Tilt panles 49,50,51 and 10 Material:. Cohcret'e Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 ,Air Temperature (F): :Material Temp:- (F): ASTM-C1064 Max Temp (F): ,Min Temp IF): Specimefl Size: Unit Weight (pef): ASTM C138 Time Cast: 8:00 AM A.dditives: Results Reported To: Contractor - 7" 3/4" 1.5% 57" 69" Location Sampled At: Panel 1 0 Date Cast: TiCket No.: 3222814 08/28/08 Date Rec'd: IMiX No.: Weather: 2460W5AOFM Yardage 4 35 ASTM 4x8 load: Total: Supplier: . KniFe River 09/02/08 Curing Conditions: Clear Desi!'ln Stren!1th (psi): required 6,000 Compressive Strength Data ASTM C39 placed 6,000 Field Cure Lab Cure Diameter or c~oss Sect. Area. Cylinder WT. Camp. Strength I Capping Method Age (days) Dimenslo~s Max. Load (Ibs.) Fracture Type H Test Time (days) (days) (inches) (s.i.) (Ibs.) (psi) I C617-03 C1231-03 7 5 2 4,00 12.57 8.5 56,690 4,510 3 10:25 AM I X 28 5 23 4.00 12.57 8.6 70,230 5,590 3 11:25AM X 28 5 23. .4.00 12.57 8.5 71,165 5,660 3 11:29AM X H 5 . Cylinder No. Test Date 08-2435 9/4/2008 08-2436 9/25/2008 08-2437 9/25/2008 08-2438 Hold u 1 - Cone (both endsj--- 2 - ConeNertkal Cracks (one end) Remarks: c: :f. C01Uf!lnar 4'- Diagonal wIno cracking at ends. 5- Side "fractures (at top of bohomf 6 - Topfraciures {same as #'5 but end o(~yiin(ieds p~intea) RespectFully Submitted, P~ssio:tl(l}~~S Industries, Inc. RaYm~ AliPer~ Project Manager " KPFF - ugo.costa@kpff.com Hyland.Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahium.coni Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.'lane.edu ' . Yolanda Bird - yolanda.bird@sps.lane.edu ' . City of Springfield TNIS REPORT IS PROVIDED FOR THE INFORMA TlON 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, IS PROHIBITED WITHOUT THE WRITTEN . PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES l rta ~;lInformatjon ",..,. .To Build On EngineerilJfl . ConsultilJfl . TestilJfl' (j)YYlMD~-DVL{'.)1 DAILY FIELD REPORT Date Performed: September 29, 2008 Report Number: 722-80173-74 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfieid, Oregon Contractor: John Hyland P.O. No: P0272-334-0809 Fabricator: Cascade Iron Works Shopl Field: Shop Type of Inspection: Welding. Weather: Inside Field Observations and Comments Performed periodic visual inspection ofthe following locations: Single pass fillet weldments for part #'s 118D(2), 104D, .' . . ., . , -'" -'- 105A (2) and 104B.Wel9ments vyere inspected for size:length,',profileand locations, To the best of our knowledge. the work inspected,isin'conformance with ap~roveddesiqn drawings; specifications, and:applicable AWS D1':1 codes. . _ Inspector: .Chris McDonald, Certification # 529B23B~52 . CBB#176269 . If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~~J_Cil0ustries. Inc. Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com : Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolancia.bird@sps.lane.edu City of Springfield THIS REPORT 1$ 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.. 1040A Shelley 51.. Springfield, OR 97477. Phone 541n46-9649. Fax 541n46-7163 . '...-' L... ~ ;ZIrifonnation "..,. .To Build On. Engineering . Consulting . Testing GOYl1 wo ~ ~DDt.t31 DAILY FIELD REPORT Date Performed: September 30, 2008 Report Number: 722-80173-75 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield,OR97477 Project Location: 7345 Thurston Road Springfield, Ore90n Contractor: John Hyland P.O. No: P0272-334-0809 Fabricaior: Cascade Iron Works Shop/ Field: Shop Type of Inspection: Welding Weather: Inside Field Observations and Comments Performed periodic visual inspection of the following locations: Single pass fillet weldmentsforpart #'s 1.18C' (2), .106C, 11 DB, and 1 08E. .Weldments .were inspected for size, length, profile and locations. . To the best of.:our .knowledge;. the . . work inspected is in conforniEuice with approved'des~qn drawings, specifications, and applicable AWS D1.1'.codes. Inspector: Chris McDonald, Certification # 5298238-52 ,..., ," CBB #1.76269 If you have any questiohs regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, rJfessi~na/QH5,e ice Industries, Inc. I\Pw gV. Raym~d Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 INFQRMA nON OF THE CLIENT ONLY. 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. -1040A Shelley 81.. Springfield, OR 97477. Phone 541f746~9649. Fax 5411746.7163 / l.-.Iil!!.!.;ZInformatipn ,.,..,. .To Build On Engineering. Consulting. Testing CDW\ 1<]D 1.at> '-t ~ ry , DAILY FIELD REPORT !\.. Date Performed: October 1, 2008 Report Number: 722_80173-76 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield,OR97477 Project Location: 7345 Thurston Road Springfield, Oregon Contractor: John Hyland P.O. No: P0272-334-0809 Fabricator: Cascade Iron Works Shop/ Field: Shop Type of Inspection: Welding Weather: Inside Field Observations and Comments Performed periodic .vlsual inspection of'the following' locations: Single pass fillet weldmentsfor part #'s 1130, 101 A, 101B: 102A, 102B,109A,.ahd 109B.. Weldments were inspected for size, length, profile and'locatlons. TO..the best of our.,knowledge, the work:inspected;is' Ih'conformance with approved. design drawings, sp,,!cifications".andapplicable AWS 01.1 codes. .' . 'Inspector: Chris McDonald, Certification # 5298238-52 .' eBB #176269 . If you have any questions regarding this repo!i, please feel free to contact us at 541c746-9649. Respectfully Submitted, ~Jnflln:::strjes, Inc. Raymond AIiP~ Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconsLcom Milstead & Associates - angus@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 rrs TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEP.T IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040A Shelley St.. Springfield, OR 97477. Phone 541/746-9649. Fax 541n46~7163 ~. l..~;lInfomzation ,.,~. .To Build On E;,gineering . Consulting. Testing " W'i\1 WJ fh)u l..( 3 '1 DAilY FIELD REPORT Date Performed: Client: October 2, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-80 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, OR Project Location: Contractor: Fabricator: Type of Inspection: John Hyland MetalSome Welding P.O. No: Shopl Field: Weather: P0272-334-0809 Shop Inside Field Observations and Comm~nts Performed periodic visual inspection'of the following locations: Single and multiple pass-fillet weldments for part #'s. 152A, 1528, 151A, and Nelson Studs for"part#'s 6A (7), 6C (4), 6D (4), 4D (6), and 3K (2): Weldments were inspected,' . ior size, length, profile 'and'locations'. 'To the' best of our' knowledge, the work inspected:is in conformance with approved design drawings, specifications,. and applicable AWS. D1.1 codes. Fabrictor was as.ked ..to . notify our office: when additonal services are needed. Inspector: Chris McDonald, Certification # 5298238-52 CBB #176269 If you have any questions regarding this report, please feel free to contacl us at 541-746-9649. Respectfully Submitted, OOfess:onal~e ice Industries, Inc. ~10. . Raymond Alipert Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 /s PROViDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD. AND ITS TRANSMIITAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE iNDUSTRIES, IS PROH!8JTED. Professional Service Industries, In9,.. 1040A.Shell~_St. . .Springfield, OR 97477. Phone 541n46-9649. Fax 541/746-7163 . 'II l...~ _ZInformation ",~. .ToBuild On Engineering . Consulting . Testing UlM 'WD~.{)I) ~> '1 DAILY FIELD REPORT Date Performed: October 2, 2008 Report Number: 722-80173-79 Client: Springfield School Di~trict Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 9747<7 Project Location: 7345 Thurston Road Springfield, Oregon Contractor: John Hyland P.O. No: P0272-334-0809 Fabricator: Cascade Iron Works Shopl Field: Shop Type of Inspection: Welding Weather: Inside Field:'Observations and Comments , Performed periodic visual inspection of the'following locations: Single pass fillet weldments fcir.part,.#'s'106D, 106E, 117B, 112E, 107A, and 1070(2), Weldmerits.were,inspected for' size, length, profile and .Iocations. To.the best of our knowledge, the: work inspected is in confor!;nance wlth"approved design drawings, .specifications,'and applicable AWS.,." .' D1.1 codes. Fabrictor was asked to notify o'ur office when additonal services are needed. 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, ~;r0~r~tries, Inc. Raymond Aliperti ProjeCt Manager c: KPFF - ugo.costa@kpff.com Hyiand Construction - markb@jhconst.com Milstead & Associates - angus@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.~du , City of Springfield . , , THIS REPORT IS PROVIDED F,OR THE INFORMATION OF TH~ 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.. 1040A Sh~II~_St. Springfield, OR 97477. Phone 541n46-9649. Fax 5411746-7163 l PfIj ~;z Information, ",~. .To Build On .. Engineering . Consulting . Jestlng, "., C6V'fIUV'6~OD4~7 DAILY FIELD REPORT Date Performed: Client: October 2, 2008 Springfield School District 525 Mill Street Springfield, OR 974ij Report Number: 722-80173-78 Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Name: Contractor: Fabricator: Type of Inspection: John Hyland Cascade Iron Works' Welding P.O. No: Shop! Field: Weather: P0272-334-0809 Shop Inside FieldjObservations and Comments Performed periodic visual' inspection oHhe following locations: .single pass fillet weldments for part #'s ,t04C, 115B, and' .'. 105CA. Weldments were inspected for size, length,' profile and locations. To the. best of .our knowl"dge, the work inspected is' in, conformance with approved desiqn.drawinqs, specifications,andapplicable AWS D1.1 codes. Inspector: Chris McDonald, CertificatiOn l5298238~52 . . ." . '. ......." - . '. - .",'. " .., ~ . '.-, - ~~"', CBB #176269 ' If you have any questio~s regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~:~r0S~ies, Inc. Raymond Aliperti Project Manager c: KPFF- ugo.costa@kpff.com Hyland Construction - markb@jhconst.~om , Milstead & Associates- angus@milstead.us Mahlum - rberndt@mahlum.com ' Robertson/Sherwood & Architects- dg~adagni@robertsonsherwood.com Springfield School District - jsaracen@~ps.iane.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. Profe,ssional Service industries, Inc. . 1040A Sh~lIey 51. . Springfield, OR 97477. Phone 541n46-9649. Fax 541n46-7163 -- l~$; 1,j:1%;::;:~n IllngInGGrlltfll . ~ . n..ung. Client: Address: Springfield School District 525 Mill. Street Springfield, OR 97477 ())Yv1uJJ~ ~ (JD ~ 0 7 SPRINGFIELD OFFICI COMPRESSION REPORT 1040 - A Sheliey Stree Springfield, Oregon 9747: (541)746-9649, (541)746-7163 fa: October 2, 2008 CCB#17626' Project No.: 722-80.173-61 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: P0272-334-0809 Glenn Meeks Jr Yardage 5 8 3/4 'Slump (i'n.): ASTM C143' Max. Aggr. Size: ~ir Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 - Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pcf): ASTM C13B Time Cast: 8:30 AM Additives: Results Reported To: Field Test Data .6" 314:' 1.8% 57' 69" . Placement Data: Tilt up wall panel 15, 16, 17, 18, 19,20 and 47 Nlaferial: Concrete Location Sampled At: wall panel #18 Date Cast: 09/02/08 Date Rec'd: 09/03/08 Ticket No.: IM~~0O~~OFM Weather: 3159252 Overcast Design Strength (psi): required 6,000 Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 08'2443 9/9/2008 7 6 08-2444 9/30/2008 28 27 08,2445 9/30/2008 28 27 08-2446 Hold H H . , Hl - Con~ (both ends) 2 - ConeNertical Crack!? (one end) Remarks: c: 3 - Columnar 4x8 Load: Total: Supplier: Knife -River Curing Conditions: .1 day F.e. remainder ASTM Contractor . Compressive Strength. Data ASTM C39 placed 6,000 Diameter or Cross Sect. Area Cylinder WT. Compo Strength Dimensions Max. load (Ibs.) Fracture Type H TesHif!1e (inches) (s.i.) (Ibs.) (psi) 3.99. 12.51 8.6 64,990 5,200 2 1:35 PM 4.00 12.57 8.5 81,850 6,510 3 10:03 AM 3.99 12.51 8.6 75,605 6,040 3 10:11 AM . Capping Method C617-0J C12J1-0J x X X 4 - Diagonal w no cracking at ends . 5 - Side frac_ures (at tapaf bCflam) - 6 --'Tap fractures (same-'as #5 but end of cylinder is pointed) Respectfully Submitted, ~~r~s Industries, Inc Raymond Aliperti . Project Manager KPFF - ugo.costa@kpff.com . . Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 REPORTIS 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. /5 PROHIBITED WiTHOUT THE WRITTEN . - PERMISSION OF PROFESS1o.NAL SERVICE ItJDUSTRIES. . lift~.r Information 1.~~.I7b Build On .....~. ~.. n..Ung Client: Address: UW(Wf<l ~tX1{:; I SPRINGFIELD OFFICI .COMPRESSION REPORT 1040 - A Shelley Stree Springfield, Oregon 9747: (541)746-9649 - (541)746-7163 fa: October 2, 2008 CCB#17626' Springfield School District 525 Mill Street Springfield, OR 97477 .J.,-. Date: B.P. No.: P.O. No.: Cast By: . . Project No.: 722-80173-70 Proj. Name: Thurston Elementary'School Location: .7345 Thurston Road Springfield, Oregon P0272-334-0809 Glenn Meeks Jr Plac'e"ment Data: ." Till up wall panel #24, 25, 27, 28, 32 and 33 "Material: Concrete;' Field Test Data 53/4" . 3/4" 1.5% 64" 69" Slump (iti.): ASTM C143 . Max. Aggr. Size: 'Air Content: ASTM C231 Air Temperature (F): McderialTemp. (F): A$TM C1064 Max Temp' (F): : ,Min -Temp IF): ;Specimen Size: Unit Weight (pet): ASTM C138 ,Time Cast:' 9:00 AM Additives: Results Reported To: Location Samph::!d At: Panel #32 Date Cast: Ticket No.: 3223334 4x8 Yardage 4 83/4/781/2 ASTM 09/16/08 IM~~;~~OFM Load: Total: Supplier: . Knife River Date Rec'd: 09/17108 Weather: Curing Conditions: Clear Contractor Desinn Stren!'lth (psi): required 6,000 . Compressive Strength Data ASTM C39 placed 6.000 _._" nm ..,,, ~'__' ,." .,._ _ _ .., ""__.,, ,. ~.1-.. Cone (both ends) 2 -Con-eNertic'al Cracks (one end) Remarks: c: Cylinder No. 08-2710 08-2711 08-2712 08-2713 Test Date Field Cure (days) Lab Cure Diameter or Cross Sect. Area Cylinder WT. Camp. Strength Capping Method Dimensions Max. Load (Ibs.) Fracture Type *, Test Time (days) (inches) (5.1.) (Ibs.) (psi) C617-03 C1231"03 6 3.98 12.44 8.5 59,015 4,740 5 .2:14 PM X Age (days) 9/23/2008 10/14/2008 10/14/2008 Hold 7' 28 28 H 27 27' H. 3 - Coiumnar" 1- .-o)agonal w no,cracking'ai ends. 5, - Side ~ra( :ures (at top'of be '.tom) 6 - Top fractures [same as#5 but endof cylinder is pointed) Respectfully Submitted, p{)fess~00aQ(~ Industries, Inc. R~d Allpertl Project Manager I,PFF. - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 Tf-IIS REPORT IS PROViDED FOR THE INFORI\1ATlON OF THE CLIENT ONL Y. TNE 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 IryDUSTRIES lD.~...Information '!f!:~!?i!'~~. .70 Build On ""'lnesJ "ltd . ConfJuIfInfIo 111.,1 "",j, ,I Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 'PI~icemeni Data: 'Tilt up wall panel #31, 22N, 225, 53, 54 and 55 UJw1 uv<6 -' OD 't?l COMPRESSION REPORT Project No.: 722-80173-72 Proj. Name: Thurston Elementary School Date: B.P. No.: P.O. No.: Cast By: Location: 7345 Thurston Road 'Springfield, Oregon Yardage Slump (in.): ASTM cf43 . Max. Aggr. Size: Air Content: ASTM C231 Air Temperature {F}: :Material Temp. (F): ASTM C'W64 Max Temp (F): 'Min-Temo TFT:- ;Specimen Size: Unit Weight(pcf): ASTM C138 'Time Cast: 8:14 AM Additives: . :Results Reported To: Field Test Data 53/4" 3/4" 2.5% 51" 660 Mate~ial: Concrete 'Location Sampled At: Tilt up wall panel #225 'Date Cast: 09/22/08 Ticket No.: IMiX No.: . 3159522 60W5AOFM Date Rec'd: 09/23/08 Weather: OvercasVLiQht Rain Design Strength (psi): Cylimler No Test Date 08,2826 9/29/2008 08,2827 10/20/2008 08-2828 10/20/2008 I' 08-2829 Hold reauired 6,000 Field Cure (days) Lab Cure (days) 6 27 27 H 3 Columnar Age (days) 7 28 28 H -i. 1 :"Cone" [bo"th endsy "2 ~ ConeNertical Cracks (one end) Remarks: c: . 4x8 Load: Total: Supplier: ';"-~' "'-'-: Knife River-- 3 8 3/4/ 77 Curing Conditions: Contractor Compressive Strength Data ASTM C39 olaced 6,000 SPRINGFIELD OFFICE 1040 - A Shelley Streel Springfield, Oregon 9747i (541)746-9649 - (541)746-7163 fa> October 2, 2008 CCB#17626! P0272-334-0809 Glenn Meeks Jr ASTM Diameter or Cross Sect. Area CylinderWT. Camp. Strength Capping Method Dimensions Max. Load (Ibs.) Fracture .Type *' Test Time (Inches) (sJ.) (lb~.) (pSi) C617-03 C1231-03 4.00 12.57 8.6 63,660 5,060 2 10:04 AM X -,: ' 4. - Diagonal w no cracking at ends _ 5 - Side ~rac ures (at top-of bottom) 6 - Top fractures (same as #5 but-end of cylinder is pointed) Respectfully Submitted, P~~~s Industries, Inc. Raymond Allperti '. Project Manager KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconsl.com - Milste,!d & Associates - angus@miistead.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 nON 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 INDUSTRIE!5 - l~~;lInfonnation ,.,..,. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: Report Number: October 6, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Project Name: Project Location: Building Permit No.: COM2008-00437 Type of Inspection: Reinforcing Steel P.D.No.: . Weather: 722-80173-82 Thurston Elementary School 7345 Thurston Road Springfield, Oregon P0272-334:0809 Partly Cloudy Field Observations and Comments Performed visual inspection of reinforcing steel and embeds at the following locations: tilt panels #58, 41,35,36,37,22, 26, 31 and 14. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. . Reinforcing steel was secured usingtiewire':and supported on plastic chairs. Reinforcing steel was placed in accordance with approved design drawings, specifications, and Meadow Burke detail book dated 7/11/08 and reviewed 9/11/08 panel 41. 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 Buildinq Codes. . Inspector: David Smith, ICC #0877340-88 CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, p~~ndustries, Inc. Raymond Aliperti . . Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/ShelWood & Architects - dguadagni@robertsonshelWood.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 THECLlENTONL 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 541n46-9649. Fax 541n46-7163 l ~~;l Information ,.,..,. .To Build On Engineering . Consulting. Testing l.Dw1 z.vo <g --00 t.( 31 DAILY FIELD REPORT Date Performed: Client: October 6, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-83 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Cascade Iron Works Welding P.O. No: Shop/ Field: Weather: P0272-334-0809 Shop Inside Field!'Observations and Comments Performed periodic visual inspection of thedollowing locations: Single pass fillet weldments to beams mark #'s 103A, 103B, 104A, 104F, 110B, 111A (2 of 2 reg'd), 113A, 117Aand 118B. 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 AWS D1.1 codes. Fabrictor was asked to notify our office when additonal services are needed. Inspector: Chris Thomason, Certification #5069949-85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~~W~/ Service Industries, Inc. Raymond A~ Project Manager c: KPFF - ugo.costa@kpff.com . Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND rrs 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 541n46-9649. Fax 541n46-7163 l...~;lInformation ,.,..,. .To Build On Engineering. Consuffing . Testing DAILY FIELD REPORT Date Performed: October 7, 2008 Report Number: 722-80173-84 Client: Springfield School District Project Name: Thurston Eiementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield, Oregon Building Permit No.: COM2008-00437 P.O. No.: P0272-334-0809 Type of Inspection: Reinforced Concrete Weather: Partly Cloudy . Field! Observations and Comments ., Reinforcing steel was previously inspected on 10106/08. Performed visual inspection during placement of concrete in the following locations: tilt up wall panels #37,36,35,26,31,22,58,41 and 14. Concrete was placed by boom pump and mechanically consolidated. Cast two (2) set's 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. J"vnp. of M;ltl:!rial Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Glenn Meek Jr., ICC# 5071538-49 CCB #176269 Set #1 Knife River 60W5AOFM 43/4" 3.3% 56" 71" 8:15AM 6,000 4 1281/2 .settL2 Knife River 60W5AOFM 51/2" 2.4% 57" 69" 11:50AM 6,000 4 1281/2 If you have any questions regarding this report, pleasefeel free to contact us at 541-746-9649. Respectfully Submitted, p~ Industries, Inc. Raymond Allpertl Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Miistead & Associates - angus@milstead.us Mahlum - rb'erndt@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 IS PROVIDED FORTHE 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 W,RITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED_ Professional Service Industries, Inc. . 1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 . Fax 541/746-7163 l ri iif!!..' Information 1"'!'~.IToBuild On lI!IIgIne_'"" . c-.uIfInr1. . 1liNrtInfi Client: Address: , COMPRESSION: REPORT CN>>1 'Jp){r --ro LfYl SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 7, 2008 CCB#176269 Springfield' School District 525 Mill Street I Springfield, OR 97477 Project No.: '722c80173-67 Proj. Name: Thurston Element",y School Date: B.P. No.: P.O. No.: Cast By: P0272-334-0809 Glenn Meek Jr Location: 7345 Thurston f3.oad Springfield, 'Oregon 1'- Slump (in,): ASTMCI.43 , Max. Aggr. 'Size: A.ir Content: ASTM C231 'A.ir Temperature (F):, Material Temp. (F): ASTM C'1064 Max Temp (F): MiriTemo (F):- Specimen Size: Unit Weight (pel): ASTM C138 :Time Cast: 9:30 AM Additives: Results Reported To: Field Test Data 5" 3/4" Placement Data: MaterIal: Concrete Slab on grade gridli~e A taB at 2 to 5 and B'to D at 2 to 5 68' 72' Location Sampled,At:. Slab on 9rade A.6 to A.9 at 2 to 5 Date Cast: 09/08/08 Date Ree'd: 09/09/08 Ti~~;~~;~ IMi:0~;~20~ Weather: Clear 4x8 Yardage 2 10' load: Total: Supplier: : Knife 'River Contractor Curing Conditions: 1 day F.C./ASTM Desil'l" Strenqth (psi): required 4,000 Compressive Strength Data. ASTM Gag Dtaced 4,000 Cylinder No. 08_2515 08-2516 08-2517 08'2518 Test Date Field Cure (days) Lab Cure Diameter or Cross Sec~. Area Cy!inderWT. Compo Strerigth Capping Method Dimensions Max. Load (lbs.) Fracture Type .. Te~t Time (days) (Inches) . (s.i.) (Ibs.) .IpsO C617-03 C1231-03 6 3.99 12.51 8.7 54,465 4,350 2 1:51 pM X 27 3.99 12:51 8.6 69,955 5,590 3 10:38 AM X 27 4.00 12.57 8.7 74,535 5,930 3 10:43 AM X Age (days) 9/15/2008 10/6/2008 10/6/2008 Hold ,7 '28 28 H H H-1 - Cone (both ends) 2:: CoileNertical_Cracks (One end) 3 - Columnar 4.- Diagonal w no cracking at ends 5 - Side frac u~es (at top of be Jam) Remarks: c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com .' " Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com . Robertson/Sherwood & Architects - dguadagni@roberisonslierwood.com''-' Springfield School District - jsaracen@sps.lane.edu .1 . . Yoianda Bird - yolanda.bird@sps.lane.edu City of Springfield ' 6 - Top fractures (same as #5 but end 01 cylinder is pointed) Respectfully Submitted, . pr;L7fP.P;jes Industries, Inc. Raymond Aliperti . Laboratory Supervisor THIS REPORT IS PROVjDED 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 ~,,_ ".~-"n , . PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES., . l rtA~ ;ZInfonnation ,.,..,. .To Build On Engineering' Consulting. Testing DAILY FIELD REPORT Date Performed:' Client: October 8, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-85 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Building Permit No.: COM2008-00437 Type of Inspection: Reinforcing Steel P.O. No.: Weather: P0272-334-0809 Clear Field Observations and Comments Performed visual inspection of reinforcing steel and embeds .at the following locations: tilt up wall panels #45, 44, 52, 43, 46, 42, 56, 57, 40, 39, 34, 20, 23, 27 ana 38. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on plastic chairs. Reinforcing steel was placed in accordance with latest revisions dated 06-12-08. . Inspector: Glenn Meek 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, P{j~sjo~a/l~rvjce InDustries, Inc. R~~pert~ Project Manager. c: . KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberridt@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 INFQRMA nON OF THE CLIENT aNL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMIITAL 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 Shel(ey Street. Springfield, OR 97477. Phone 541(746-9649. Fax 541f746-7163 1>>-$:lion1J:;::z:~n 1l!nfiI-."" ,.' 1.',11. Con.uIdIng. RMdIng UlYv1 UJg --ooLi 3 C"J COMPRESSlbN REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October g, 2008 CCB#176269 Client: Address: Springfield,Schgol District 525 Mill Street Springfield, oiHi7 4 77 'Project No:: 722-80173,66 Proj. Name,:;TtllJrston Elementary School Location: 7345 Thurston Road Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: P0272-334-0809 Glenn Meeks Jr .; ...n Field Test Data '51/2" 3/4" Placement Data:. ,_..... '-- -Material: Concrete Concrete placed as tilt up panels #9, 26A, 29, 30, 48, 64 and 22 Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTMC231 Air Temperature (F): Material Temp."'(F}:-ASTM C1064 Max Temp (F): ,Min "':~~~ (~): Specimen Size: Unit Weight (pef): ASTM C138 Time Cast: 7:45 AM Additives: microfibers Results Reported To: 52" '71" Location Sampled At: Panei#9 . koad: Total: Supplier:- Knife River Yardage 2 17.5, 4x8 Date Cast: Ticket No.: 3159368 09/09/08. Date Rec'd, IMiX No.: Weather: 2460W5AOFM 09/10/08 Curing Conditions: '1 day F.C.lASTM Clear Contractor Compressive Strength Data ASTM C39 Dlaced 6,000 Desi~n Stren~th (psi): required 6,000 Diameter or Dimensions (inches) Field Cure (days) Lab Cure (days) Cross Sect. Area CYlinder WT. (s.LI (lbs.) Cylinder No. Test Date Age (days) Max. Load (lbs.) comPip~~;ength Fracture Type *. Test Time Capping Method C617-03 C1231-03 9/16/2008 1 9/16/2008 I' 7 10/7/2008 I:' 28 10/7/2008 I' 28 ~* 1 - Cone (both ends) 2,- ConeNertical Cracks (one end) 3 - Columnar 4 _ Diagonal w no cracking at ends Remarks: 2nd set ';f c'ylin'e~s not required as per contractor .. c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@miistead.us Mahlum - rberndt@mahlum.com Robertson/She"^(ood. & Architects.- dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu '. Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield 08-2519 '7 6 3.98 12.44 8.5 60,835 4,890 3 11:50AM I 3.99 12.51 8.5 58,830 4,700 3 12:00 PM I 4.00 12.57 8.5 79,830 6,350 3 4:55 PM I X 4.00 12.57 8.5 80,440 6,390 3 4:00 PM I X X X 08-2520 6 08,2521 27 08,2522 27 5 - Side fractures (at lop of bottom) 6 - Topfr....icfures (same as "itS' butendot cylinder-is pointed) Respectfully Submitted, PUess~na) s~rVi es Indus/fles, Inc k~~ ~iiPertl Project Manager .".;-, . ' { . -.~. THIS REPORT IS PROVIDED. FOR :1-1~ INFORMATION OF THE CLIENT ONL y, THE REPRODUCTION OF THIS REPORT B'Y 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 u l~~;lInformation ,.,~. .To Build On Englneeritig . Consulting . Testing DAILY FIELD REPORT Date Performed: Ciient: October 13, 2008 Springfield School District 525 Mill Street " Springfield, OR 974"7 Report Number: 722-80173-88 Project Name: Thurston Elementary School , , Project Location: 7345 Thurston Road Springfield, Oregon , Building Permit No.: COM2008,00437 J Type of Inspection: Reinforcing Steel P.O. No.: Weather: P0272-334-0809 Clear Field Observations and Comments . Performed visual inspection of reinforcing steel and embeds at the following locations: Tilt up wall panels at number 42, 43, 44, 45, 46, 52, 56, 57 and 38. Reinforcing .steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on plastic chairs. Reinforcing steel was placed in accordance with latest revisions dated 6/12/08. Contractor was asked to notify our office when additional services are , . needed. Inspector: Glenn Meeks Jr, ICC #50715.38-49 CCB #176269 If you have any questions regarding this rep~rt, please feel free to contact us at 541-746-9649. Respectfully Submitted, r<:;rJ~r;~ Industries, Inc. Raymond AIiPe~ir Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com RobertsonlSherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@~ps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMA TIONOF THEeL/ENT 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.. 1040A Sh~lley .St.. Springfield, OR 97477.. Phone 541/746-9649. Fax 541/746-7163 l.. diI:J!!; _IIn/ormation I"!!:.=~. 7bBuild On ..."In..",.. C~NlI.'.'i;I'.J . 'If"," ".f",~l Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 to.\N\ l.OD r ""'D D 461 COMPRESSION REPORT Project No.: 72'2'80173-70 Proj. Name: Thurston Elementary School Location: Placement Data: Tilt up wall panel #24, 25, 27, 28, 32 and 33 Material: Concrete Location Sampled At: Panel #32 Dale Cast: Ticket No.: 3223334 09/16/08 IM~~~~~OFM Date Rec'd: 09/17/08 Weather: Clear DesiSJn Stren!lth (psil: Cylinder No. 08-2710 08-2711 08-2712 08,2713 required 6,000 Test Date Fjeld Cure (days) Lab Cure (days) Age (days) 9/23/2008 10/14/2008 10/14/2008 Hold 7 28 28 H 6 27 27 H ... 1 - Cone (both e:nds) 2- Con~NerticaiCracks (one end) Remarks: c: Yardage 4 63/41761/2 Load: Total: Supplier: Knife River 7345 Thurston Road Springfield, Oregon Date: B.P. No.: P.O. No.: Cast By: Field Test Data 53/4" 3/4" 1.5% 64" 69' Slump (In.): ASTM C143 :Max. Aggr. Size: A.ir Content: ASTM C231 Air Temperature (F): MaterialTemp. (F): ASTM ClOB4 Max Temp (F): Min -TemolF\: Specimen Size: Unit Weight (pet): ASTM C13B Time Cast: 9:00 AM Additives: Results.Reported To: 4x8 Contractor Curing Conditions: . Compressive Strength Data ASTM C39 .. olaced 6,000 Diameter or Dimensions (Inche~) Cross Sect. Area (s.i.) Cylinder WT. . (Ibs.) SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746~7163 fax October 13, 2008 CCB#176269 P0272-334..0809 Glenn Meeks Jr ASTM Compo Strength Max. Load (Ibs.) (psi)' Fracture Type ... C1231-03 I I I 79,215 l 5 - Side fractures (at top of be [tom) 8.5 . 4,740 6,250 3.98 4.00 4.00 12.44 12.51 12,51 8.6 59,015 78,175 5 3 3 Test Time Capping Method 8.6 6,330 3. Columnar - 4 - Diagonal wj~o cracking at ends C617-03 2:14 PM 11:42AM 11:46AM x X X 6 - Top fractures (same as #5 but end at cylinder is pointed) Respectfully Submitted, W~nJ..!J.lJJ\s Industries, Inc. Raymon::A~ . Project Manager KPFF - ugo,costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects -d9uadagni@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 ONL 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. . l...~ _lInformation ,.,~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: October 14, 2008 Report Number: .722-80173-89 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield,OR97477 Project Location: 7345 Thurston Road Springfield, Oregon Building Permit No.: COM2008-00437"i P.O. No.: P0272-334-0809 -' Type of Inspection: Reinforced Concrete Weatller: Overcast Field Observations and Comments 'Performed visual inspection of reinforcing steel at the following locations: tilt up wall panels #46, 45, 44, 52, 43, 42, 38, 57 and 56. The required .addtional embeds was placed'in all panels listed above. Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on plastic chairs. Reinforcing 'I steel was placed in accordance with latest revisions dated 5/01/2008. Performed visual inspection during placement of concrete in the iocations listed above. Concrete was placed by boom pump and mechancially consolidated. Cast two (2) set's of four (4) (4x8) concrete test cylinders. Contractor was asked to notify our office when additional ~ervices "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. Tvn<> of M"teri'll Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Glenn Meek Jr, ICC #5071538-49 CCB #176269 Set #1 Knife River 60W5AOFM 43/4" 2.5% 48' 68' . 8:20 AM 6,000 4 1221/2 Sfin Knife River 60W5AOFM 43/4" 2.4% 68' 66' 11:05 AM 6,000 4 1221/2 If you have any questions regarding this repprt, please feel free to contact us at 541-746-9649. Respectfully Submitted, 0' tJJf'ndustries, Inc. Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Malilum - 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 . ..-". ;-" '-" ~,., ,...:,., ,~, ::;,'::;::.--: ,.. .-:"~:"', ..:'::. .'6:..::-::::::: ',''(PITe',' "c:q'I'SS'Q" or- ""q9~Tf'Q^'^' ~Fr:l\lIrr:::: '^,nl ~"T.R''''''C' /C' DOQU'liwrl:'" Professional Service Industries, Inc.. 1040A Shelley St.. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 / ....~.J Information 11"!'!':.=If!..I7b Build On ",lIne"".. c: ......, ,/ling.. ~ Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 COMPRESSION REPORT ~'WD8 ~OD LfYl. SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649- (541)746-7163 fax 'October 15, 2008 CC6#176269 Project No.: 722-80173-86 Proj. Name: Thurston Elementary School' . Date: B.P. No.: P.O..No.:' Cast By: P0272-334-0809 Glenn Meeks Jr Location: 7345 Thurston Road Springfield, Oregon Slump (in.): ASTM C143 Max. Aggr. Size:' Air Content:. ASTM C231 :Air Temperature (F): . Material Temp. (F): ASTM Cl064' Max Temp (F): I.~!~ "!"~~~ t.~~: Specimen Size.: 13 Unit Weight(pcf): ASTM C138 8 3/4/128 1/2 Time Cast: 11 :50 AM .Additives: Results Reported To: Field Test Data 51/2" 3/4" 2.4% '57" 69' Placement Data: Material: Concrete Tilt up walls panels # 37, 36, 35, 26, 31. 22, 58, 41 and 14 Location Sampled At: Tilt up wall panel #58 Date Cast: 10/07/08 Ti~~~~~;~ l~i;;~;OFM Date Rec'd: 10/08/08 Weather: Partly Cloudy Desi!:m Stren~th (psi): reauired 6,000 Cylinder No. Field Cure (days) lab Cure (days) Test Date Age (days) 08-3051 10/14/2008 I 7 08-3052 11/4/2008 I 28 1 08-3053 11/4/2008 I 28 08-3054 Hold I H 6 27 27 H I Yardage - Loa:- Total: Supplier: Knife River 4x8 Curing Conditions: ASTM Contractor Compressive Strength Data ASTM C39 olaced 6,000 Diameter or Dimensions (Inches) TestT;me I Cross Sect. Area (s.L) Cylinder WT. (Ibs.) Max. load (Ibs.) Camp. Strength Fracture Type ., '(psi) 3.99 12.51 8.5 59,715 4,770 2 10:03 AM ~ Capping Method C6~'03 I I. I I C1231.03 I . . ,6 - Top fractures (same as #5 but end of cylinder is pointed) Respectfully Submitted, ~sa~s Industries, Inc. Raymond Aliperti . Project Manager ** 1 ~ Cone (both ends) 2 - Coneiverticafc'facks (one end) 3 - Columnar 4 - Diagonal wIno cracking at ends Remarks: Set #2 c: KPFF - ugo.costa@kpff,corn Hyland Construction - markb@jhconst.com . Milstead & Associates - angus@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 . 5 - Side fra(.;ur~s (at'top of bottom) . . THIS REPORT IS PROVIDED r: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 WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l.. ,,_.m ""-",,, , lInl'o. rmation '.HII:~".!:II. . ~~. 7bBuildOn JIlIIgInc!II,rilng '!' <<:'4.I..11II6.. '!' 1'1.. ." "I"..J Client: Address: COMPRESSION REPORT )AVY\ 2.6D~ - I5D 4 1,:/7 1040' A. Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 15, 2008 CCB#176269 SPRINGFIELD OFFICE Springfield School District 525 Mill Street Springfield, OR 97477 . Project No.: 722-80173-87 Proj. Name: Thurston Elementary School Date: B.P. No.: P.O. No.: Cast By: P0272-334-0809 Glenn Meeks Jr Location: 7345 Thurston Road Springfield, Oregon Date Rec'd: 10/08108 Weather: Yardage 4 83/4 "Slump (in.): ASTM C143 Max. Aggr. Size: .Air Content: A$TMC231 A.ir Temperature (F): . Material Temp. (F): ASTM Cl064 Max Temp IF): Miri Temp TF): Specimen Size: Unit Weight (pet): ASTM C138 ,Time Cast: 8:15 AM Additives: Results Reported To: Field Test Data 43/4" 3/4" 3.3% 56' '71' 'Placement Data: Material: Concrete Tilt up walls panels# 37, 36, 35, 26, 31, 22, 58, 41 and 14 Location Sampled At: Till up wall panel #35 Date Cast: '10/07/08 , Ti;~;~~~~ I~~~~~OFM Desi~n Stren~th (psi): Cylinder No. 08-3047 08-3048 08-3049 08-3050 Test Date 10/14/2008 11/4/2008 11/4/2008 Hold 4x8 Load: Total: ~upp!ier: Knife River Curing Conditions: ASTM Partly Cloudy Contractor reau'ired 6,000 Compressive Strength Data ASTM C39 placed 6,000 Age (days) Field Cure (days) Lab Cure . Diameter or Cross Sect. Area Cylinder WT. . Camp. Strength Capping.Method Dimensions Max. load (Ibs.) Fracture Type .. Test Time (days) (inches) (sj.) (Ibs.) (psi) C617-03 C1231-03 6 4.00 12.57 8.6 69,600 5,540 3 10:06 AM X 7 28 28. H 27 27 H Remarks: c: .;. 1 - Cone (both end's) ? ~ Con~Nertical' CraCKS (one .end) 3 ~ Columnar 4 - Diagonal w no cracking at ends 5 -.Side fractures (at top of bottom) 6 - Top fr~ctures (same as #5 but end of cylinder i~ pointed) Respectfully Submitted, ~l!;;D~ces Industries, Inc. . Raymond Ahpertl . Project Manager Set #1 KPFF - ugo.costa@kpff.com Hyland Construciion - markb@jhconst.com Milstead & Associates - angus@milstead.us' Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguada9ni@robertsonsherwood.com Springfield Schqol District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield . . 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 WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. . L...~ ;1 Injonnation ,,~. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: Client: October 16, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-92 Project Name:' Thurston Elementary School 7345 Thurston Road Springfield, Oregon . Project Location: Building Perinit No.: COM2008-00437 Type of Inspection: Reinforcing Steel P.O. No.: Weather: P0272-334-0809 Partly Cloudy Fielq Observations and Comments . Performed visual inspection of reinforcing steel and embeds at the foilowing locations: Tilt up wall panels #40, 39, 34,20'- 23 and 27., Panel #23 as of ihis date (October 16, 2008) is missing 3 - 4D embeds at the opening in the panel. Embeds are to arrive and be placed during the concrete placement. Reinforcing steel was checked for grade, size, lap, piacement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on plastic chairs. Reinforcinq steel was placed in accordance with latest revivisons dated 5/01/2008. 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, ~n0 Service Industries, Inc. Raymond AliP~ Project Manager c: KPFF - ugo.costa@kpff.com " Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dgyadagni@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 GNL 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.. 1040A Sh~lIeySt. . Springfield, OR 97477. Phone 5411746~964g. Fax 5411746-7163 . ..--.. l....~ ;ZInfoimation ",..,. .10 Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: October 17, 2008 Report Number: 722-80173-93 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 974~7 Project Location: 7345 Thurston Road Springfield, Oregon Building Permit No.: COM2008-00437 P.O. No.: P0272-334-0809 Type of Inspection: Reinforced Concret~ Weather: Overcast with Fog Field Observations and Comments . Performed visual inspection during placement of concrete in the following locations: tilt panels #13, 20, 23, 27, 34, 39 and 40. Concrete was placed by mix and !pump trucks and hand screeded consolidated with vibratory methods. Cast two (2) set's of four (4) (4x8) concrete' test cylinders. Additional Comments: Second set of cc's to be broke at contractors request. Contractor also placedthe 3-40 embeds at the opening in the panel #23 (reference our report 722-80173-92 dated October 16,2008.) 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 buiiding department approved design drawings, specifications and applicable workmanship provisions of the International Building Code. Tvo" of Mat..rial'" Set #1 ' Set1l2 Supplier Knife River Knife River Mix # 2460W5AOFM 2460W5AOFM Slump 41/4" 5 1/2" Air Content 2.6% 2.4% Ambient Temperature 4r 49' Material Temperature 66' 68' Time Placed 7:22 AM 8:38 AM Design Strength (psi) 6,000 6,000 Number of Samples 4 4 . Total Yarda~e Placed 96.25 Inspector: Dale RusselllCC #01140789, CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, K::;XJ~ODdustries, Inc, Raymond AI":J - Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstea.d.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 ONLY. THE REPRODUCTION OF T:HIS 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. . 104QA Shelley St. . Springfield, OR 97477. Phone 5411746-9649. Fax 5411746-7163 / j ""~.'Information 1./I!'t!!.~1I! 7bBuild On .,.,,In..,.,,,, . Con:suNIng. ]'f"..., .,j, ..1.1 Client: Address: Springfieid School District 525 Mill Street Springfield, OR 97477 .'Placement Data: .Tilt up wall panel #31, 22N, 225, 53, 54 and 55 Location Sampled At: Tilt up wall panel #22S Dale Cast: 09/22/08 Ticket No.: IMiX No.: 3159522 60W5AOFM Desi!ln Stren!lth (psi): Cylinder No. Test Date 08-2826 9/29/2008 08-2827 10/20/2008 08-2828 10/20/2008 08-2829 Hold 00YVI. ?.OO~- 004"t>7 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax . October 22, 2008 CCB#176269 Project No.: 722-80173-72 Proj, Name: Thurston Elementary School Date: B.P. No.: P.O. No.: Cast By: P0272-334-0809 Glenn Meeks Jr Location: 7345 Thurston Road Springfield, Oregon Yardage 3 8 3/4177 Slump (in.): ASTM C143 , Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): 'Male rial Temp. (F): ASTM C1064 Max Temp (F): , _ ,Min Temp (F): .Specimen Size: Unit Weighl (pcf): ASTM C138 :Time Cast: 8: 14 AM Additives: Results'Reported To: Field Test Data 53/4" 3/4" 2.5% 510 '660 Material: Concrete Dale Rec'd: 09/23/08 Weather: Overcast/Li~ht Rain required 6.000 Age (days) Field Cure (days) Lab Cure (days) 7 28 28 H 4x8 Load: Total: Supplier: Knife River Curing Condi~ions: ASTM Contractor Compressive Strength Data ASTM C39 olaced 6,000 Diameter or Cross Sect. Area Cylinder WT. Camp. Strength Cappi.ng Method Dimensions (s.i.) (Ibs.) Max. load (lbs.) (psi) Fracture Type .. Test Time (inches) C617-03 C1231-03 4.00 12.57 8.6 63,660 5,060 2 10:04 AM X -- 4.00 12.57 8.6 91,915 7,310 3 3:53 PM X 4.00 12.57 8.6 93,630 7,450 3 3:57 PM 'X 6 27 27 H ~3 - Columnar . 4 - Diagonal wIno cracking at ends u 1 . Cone (both ends) 2 - ConeNertical Cracks (orie end) Remarks: . c: 5 - Side frac ures (at top of b( ~tom) 6 - Top fr-,ctures (same as #5 but end of cylinder is pointed) Respectfully Submitted, 1(:,SSiT"a..~ces Induslries, Inc. RaY~ Alipertl <) Project Manager KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield Schooi District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfieid THIS REPORT IS PROVIDED FOR THE INFORMA nON 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 ri~..r Information 1"!",~",I.To Build On #l!!IIgItrJo...."..-u' CII c'.',.,I..'I..1IIfIIg. ~ COMPRESSION REPORT Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80173-86 Proj. Name: Thurston Elementary School Location: . 7345 Thurston Road Springfield, Oregon .Placement Data: Material: Concrete 'TiIt up walls panels # 37, 36, 35, 26, 31,22, 58, 41 and 14 Location Sampled,At: Tilt up wall panel #58 . Date Cast: 10107/08 Ticket No.: IMiX No.: 3159775 60W5AOFM Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp, (F): ASTM C1064 Max Temp (F): 'Mi" Temp (H:- Yardage Specimen Size: Load: 13 Unit Welghl(pcf): ASTM C138 Total: 83/4/1281/2 :Tlme Cast: 11 :50 AM. - -- - -- -- - ISUPPlier: Additives: Knife River Results Reported To: Contractor Date Rec'd: 10/08/08 Weather: Partly Cloudy SPRINGFIELD OFFICE 1040. A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 4, 2008 CCB#176269 Date: B.P. No.: P.O. No.: Cast By: P0272-334-0809 Glenn Meeks Jr Field Test Data 5112" 314" 2.4% 57" 690 4x8 Curing Conditions: ASTM Compressive Strength Data ASTM C39 Desi",n Stren"'th (psi): reauired 6.000 placed 6.000 Field Cure Lab Cure Diameter or Cross Sect. Area Cylinder WT. <::omp. Strength Capping Method Cylinder No. Test Date Age (days) Dimensions Max. Load (lbs.) Fracture Type .. Test Time (days) (days) (inches) (s.i.) (lb..) (psi) C617-0J C1231-0J 08-3051 101 j 4/2008 7 6 3.99 12.51 8.5 59,715 4,770 2 10:03 AM X 08-3052 11/4/2008 28 27 3.99 12.51 8.5 85,680 6,850 3 10:31 AM X 08-3053 11/4/2008 28 27 3.99 12.51 8.5 87,585 7,000 3 10:36 AM X 08-3054 Hold H H U1 - Cone {both ends) "2 - ConeNertica1.Cracks (one end) 3 -Columnar 4~- Dfagomil wIno cracking-a't ends 5 _ Side fracures(at top of bottom) Remarks: Set #2 c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum:com Roberlson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@spsJane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield 6 - Top fractures (same as #5 but end of cylinder is pointed) . Respectfully Submitted, . zreSSiU'tQ$Rt Industries, Inc Ra~d Aliperti Project Manager THIS REPORT IS PROVIDED FOR THE INFORMA TlON 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 WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. ;. n~.J Information 1,"'-:-..~'!.I7b Build On ifnIrlnam.... eon.untn&. It.;,.. ,j,lI,IJI Client: Address: Springfield School District 525 Mill Street Springfieid, OR 974 77 Placement Data: Tilt paneis number 13, 20, 23, 27, 34, 39 and 40 COMPRESSION REPORT Project No,: 722-80173-97 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Materiai: Coricrete Location Sampled At: Tilt panel #40 Date Cast: Ticket No.: 3159904 10/17/08 Date Rec'd: IMix No.: Weather: ~460W5AOFM 10/19/08 Overcast Desi!'ln Stren!'lth (psi): Cylinder No. 08-3187 08-3188 08-3189 08-3190 re9uired 6,000 , , Test Date Age (days) Field Cure (days) 7 2 28 2 28 2 H Lab Cure (days) 10/24/2008 11/14/2008 11/14/2008 Hold ~"r --Cone (bolh e-nds) 2 ~ ConeNerticai"Cracks (o"ne end) Remarks: c: 3 ~ Columnar koad: ' Total: Supplier: Knife River "Slump (in.): ASTM Cf43 Max. Aggr. Size: A.it Content: ASTM,C231 Air Temperature (F): Material Temp. (F): ASTM Cf064 Max Temp (F): _Min Temo ~Fl~_ Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 7:22 AM Additives: Micro Fibers Results Reported To: Contractor Curing Conditions: Yardage 1 8.lS Compressive Strength Data ASTM C39 olaced 6.000 Diameter or Dimensions (inches) Cross Sect. Areil Cylinder WT. (5.1.) (lbS,) Max. Load (Ibs.) Camp. Strength Fracture Type .... Test Time (psi) G1231-03 5 26 26 H 3.99 12.51 8.5 65,745 5,230 Date: B.P. No.: P.O. No.: Cast By: Field Test Data 41/4" 3/4" 2.6% 47' 66" 69,6" .55.7" 4x8 3 SPRINGFIELD OFFICE 1040. A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 5, 2008 CCB#176269 P0272-334-0809 Glenn Meeks Jr 1 day F.e. remainder ASTM Capping Method C617-03 10:10AM I I I I x 5 -- Side frae ures (at top of boJbm) 6 - Top fractures (same as #5 but end of cylinder is pointed) Respectfully Submitted, ~\J@rVices Industries, inc. Raymond AIiP~ . Project'Manager THIS REPORT IS PROVIDED FOR 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, IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. 4 ~ Diagonal wino cracking at ends KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Miistead & Associates - angus@milstead.us Mahium - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracein@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield l..~;ZInformation ",..,. .To Build On . . Engineering. Consulting . Testing DAILY FIELD REPORT DatePerformed: October 31, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-103 Client: Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland Knife River Welding P.O. No: Shopl Field: Weather: P0272-334-0809 Shop Rain Field Observations and Comments Performed periodic visual inspection of the following locations: Nelson studs for embed plates for stairs part number P- 02 (4). Weldments were inspected for size, length, profile and locations. To the best of our knowiedge, the work insoected is in conformance with ap~roved desiqn drawinqs, specifications. and applicable AWS D1.1 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, P~TI ~~ndustries, Inc. Raymond Ali;::' Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 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.. lQ40-A Shelley Street. Springfield, OR 97477. Phone 541n46-9649. Fax 5411746-7163 l....~;l Information ",..,. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: October 28, 2008 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-102 Ciient: Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland MetalSome Welding P.O. No: Shop/ Field: Weather: P0272-334-0809 Shop Inside Field Observations and Comments Performed periodic visual inspection of the following locations: Single pass fillet weldments to structural components mark numbers 112A, 1128, and 112C. Weldments were ins petted 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 AWS 01.1 codes. Fabricator was asked to n'otifv our office when additional services are needed. Inspector: Chris Thomason, Certification #5069949.85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, . PR:JnD~dustries, Inc. Raymond AliP':::'l Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconsLcom Milstead & Associates - angus@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 541/746-7163 l...~;lInformation ,.,~. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: October 20, 2008 Report Number: 722-80173-98 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield, Oregon Contractor: John Hyland P.O. No: P0272-334-0809 Fabricator: Cascade Iron Works Shop/ Field: Shop Type of Inspection: Welding Weather: Inside Field Observations and Comments Performed periodic visual inspection of the following locations: final weldments to beams mark numbers 107C, 122A, 122B, 124A-T and 124D-T. Weldments were inspected for size, length, profiie and locations. To the best of our knowledge, the work inspected is in conformance with approved design drawings, specifications, and applicable AWS .01.1 codes. Fabricator was asked to notify our office when additional services are needed. Inspector: Chris Thomason, Certification #5069949-85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, 1<:00 ~1fndustries. Inc. Raymond Ali~V Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 nON 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 541/746-9649 . Fax 541/746-7163 l..~.l Information I::t:,.."". To Build On . 1I!ng1n."""'" . ~ . aol6... Client: Address: ~OMPRESSION REPORT '.~ . I ~ \j Springfield. School District 525 Mill Street Springfield, OR 97477 ~ Proj~ct No.: 722-80173-87 Proj. Name: Thurston Elementary School Date: B.P. No.: P.O. No.: Cast By: P0272-334-0809 Glenn Meeks Jr -;.Location: 'Pla"cementData: M~terial: Concrete Tilt up walls panels # 37, 36, 35, 26, 31,22,58,41 and 14 'Location Sampled At: Till up wall panel #35 Date Cast: 10/07/08 Ticket No.: IMiX No.: 3159763 60W5AOFM ..... .1- koad: Total: Supplier: Knife River Date Ree'd: 10/08/08 Weather: Yardage 4 83/4 Partly Cloudy' SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 4, 2008 CCB#176269 7345 Thurston Road Springfield, Oregon ,Slump (in.): ASTM C143 Max. Aggr. Size: A.ir Content: ASTM C231 A.ir Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temo (F): Specimen Size: Unit Weight (pel): ASTM C138 Time Cast: 8: 15 AM A.dditives: Results Reported To: Field Test Data 43/4" 3/4" 3.3% 560 710 4x8 Curing Conditions: ASTM Contractor Desiqn Strenqth (psi): ,----~-~'1 real'li,ed 6,000 . / Compressive Strength Data ASTM C39 placed 6,000 Cylinder No. 08-3047 08-3048 08-3049 08-3050 Test Date 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 Sect. Area Cylinder WT. (s.i.) (Ibs.) Max. Load (Ibs.) Compo Strength Fracture Type .. Test Time . (psi) Capping Meth.od C617-0J C12J1-0J 8.6 69,600 5,540 3 10:06 AM X 8.6 98,885 7,87.0. 3 10:40 AM X 85 92,650 V7a)'" 3 10:44 AM X Age (days)' 10/14/2008 11/4/2008 11/4/2008 Hold 7 28 28 H 1 H .. - ,. . ,. .. 1 - Cone (both ends) 2- ConeNertical Cracks (one end) 3 - Columnar' 4 - Diagonal w no cracking at ends Remarks: Set #1 c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@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 5 - Side frac_ures (at top of b'("ltom) 6 - Top fractures (same as #5 but end of"cylinder is pointed) . Respectfully Submitted, POess/';O_~es Industries, Inc. ~~d AIiPertrp . . 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 WITHOUT THE WRmEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES.