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Home My WebLink AboutPermit Field Test & Inspection Report 2009-1-22 l.--tF!l Information fI:!'..~. -:-- .To Build On Ii!6lf1lneerlng . ~ . n..uns Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 c~- 401 COMPRESSION REPORT Project No.: 722-80173-159 Proj, Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Placement Data: 2nd fioor deck griclline A to B at 5 to 8 Maierlitf:Concrete Location Sampled At: 2nd floor cleek grid line C to 0 at 6 to 6.2 Dale Cast: 12/23/08 Date Rec'd: 12/24/08 Ti~~;~~~; IMi:0~;~200 Weather: Cloudy Design Strength (psi): Cylinder No. 08-3971 08-3972 08-3973 08-3974 required 4,000 Test Date Field Cure (days) Lab Cure (days) Age (days) 12/30/2008 1/20/2008 1120/2008 l'lold 7 28 28 H 1 6 27 27 H 3 - Columnar H 1 "'Cone. (b9lh ends) 2 - CaneNerlical Cracks (one end) Remarks:' c: Yardage 4 10/100 Load: Total: Supplier: Knife River Compressive Strength Data ASTM C39 placed 4,000 Diameter or Dimensions. (inches) Cross Sect. AreE (5.1.) Cylinder WT. (Ibs.) Max Load (Ibs) Compo Strength Fracture.Type" . . (psi) C1231.03 4,00 4,00 4,00 12,57 12,57 12,57 8,5 8,5 8,5 58,125 77,435 76,905 4 - Dfagonal w no cracking at ends 5 - Side frac ures (at top of bottom) SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 22, 2009 CCB#176269 Date: B,P, No.: P.O, No.: Cast By: P0272-334-0809 Glenn Meeks Jr Field Test Data 4" 3/4" 35" 52" 4x8 - Test Time Capping Method Slump (in.): ASTMC143 Max. Aggr. Size: Air Content: ASTM C23t Air Temperature (F): Material Temp; (F): ASTM C1064 Max Temp (F): ;Min ~emp (F\: Speci~en Size: Unit Weight (pcf): ASTM C138 Time Cast: 9:00 AM Curing Conditions: ASTM Additives:---Hot water, AEA 1% non chloride accelerator Results Reported To: Contractor KPFF - ugocosta@kpff,com Hyland 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 4,620 6,150 6,120 C617."03 3 3 3 8:45 AM 12:58 PM 1:01 PM x x X 6 - Top fractures (same as #5 bul end'of cylinder ,is pointed) Respectfully Submitted; , 7{;ssion{/{i.~es Industries, Inc, Ray~ 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. .\ / ! r . t ft!!~ ~-;J Info"!'fltion .1I:!!!..'iiJJ!U.To BUild On Iii!ng.. ,,:.. ~ . 1'Nttnsr Client: Address: Sprin9field School District 525 Mill Street Springfield, OR 97477 c;<2 - ~61 COMPRESSION REPORT Project No.: 722-80173-168 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Placement Data: Material: Concrete '8" trash enclosure walls in heights ranging from 11' to 9' Location Sampled At: 8" trash enclosure walls to 4'Y2' in height Oate Cast: 01/06/09 Oate Rec'd: 01/07109 Ticket No.: IMiX No.: Weather: 3352179 40N15200 Cloudy Design Strength (psi): Cylinder No. 09-0005 0ge0006 09-0007 09-0008 required 4,000 . Test Dale Field Cure' (days) Lab Cure (days) Age (days) ,1/13/2009 2/3/2Q09 2/3/2009 Hold 7 28 28 H - u-1 - Cone (both ends) 2 - ConelVerticai Cracks (one end) Remarks: c: koad: Slump (iu.): ASTM Cf43 ' 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 (pef): ASTM C138 Time Cast: 8:50AM Additives: Results Reported To: Contractor Curing Conditions: ASTM Yardage 1 10/20 Total: Supplier: Knife River _ Compressive Strength Data ASTM C39 olaced 4,000 Diameter or Dimensions (inches) Cross Sect. Mea Cylinder WT. (s.L) (Ibs.) Max Load (Ibs I Compo Strength Fractu,e Type *0 Test Time . .. (psi) C1ZJ1-0J 6 27 27 H 4,00 1,57 8,6 58,050 4,620 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 22, 2009 CCB#1.76269 Date: B.P. No,: P.O. No.: Cast By: P0272-334-0809 Glenn Meeks Jr 3 - Collrmnar - 4 - Diagonal w no cracking at ends . . '. ~,-~ - 5 - Side fra< ~ures (at top-of be ltom) I\PFF - ugo,costa@kpff,com Hyland Construction' - markb@jhconst.com Milstead & Associates - angus@milstead,us Mahlum - rbernclt@mahlum,com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood,com Springfield School District - jsaracen@sps,lane,edu Yolanda Bird - yolanda,bird@sps,lane,edu City of Springfield Field Test,Data .4 3/4" 3/4" 3.4% 50" 5r 4x8 Capping Method C617-0J 2 11:21 AM x 6 - Top fractures (same as #5 but end of cylinder is pointed) 'Respectfully' Submitted, !1;resSi~~rVi?eS Industries, Inc, ~lJ IJvI{\{j\J~ . Raymond Aliperti Project Manager 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 BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. , .-f'" 1.;fi...~.IInfoimation II':!!..~~, .To Build On 1&1fI1n..ring . ~ . 1'lN:rUnfI t15- Y31 COMPRESSION REPORT Client: Add res,;;: Springfield School Dislrict 525 Mill'Street Springfield, OR 97477 Project No.: 722-80173-162 Proj. Name: Thurston Elementary ,School Location: 7345 Thurston Road Springfield, Oregon SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541 )746-9649 - (541)746-7163 fax January 27, 2009 CCB#176269 Date: B,P, No.: P.O. No,: ,c:;ast By: P0271-255-0809 Glenn Meeks Jr Load: Total: Supplier: Knife River Yardage 2 10/50 Slump (in,): ASTM C143 Max. Aggr. Size: Air Coritent: AStMC231 Air Temperature (F): Material Temp. (F): ASTM Cl064 Max Temp (F): :Min Temp (f): Specimen Size: Unit Weight (pef): ASTM C138 Time Cast: 8:20 AM Additives: Results Reported To: . Field TestData 3 3/4" 3/4" Placement Data: . Materiai: Concrefe Roof9ridline B to D at 1 to :) and roof gridline C to D at 5 to 6 50' 59' Location Sampled At: Roof gridline C to D at 4,5 to 5 Dale Cast: 12/29/09 Dale Rec'd: 12/30/09 Ticket No.: IMiX No.: Weather: 3352103 40N15200 Cloudy with Rain & Wind 4x8 Curing Conditions: 1 day Remainder F,e. ASTM Contractor ~ Design Strength (psi): required 4,000 'Compressive Strength Data ASTM C39 olaced 4,000 Cylinder No. TestDale Age (days) Field Cure (days) Lab Cure (days) Diameter or Dimensions (inches) Cross Sect.;Area (s.i.) Cylinder WT. (tbs,) Max. Load (Ibs.) Compo Strength Fracture Type'*' (psi) .T~~t Time Capping Method C617-03 C1231-03 08-4018 1/5/2009 7 08-4019 1/26/2009 28 08-4020 1/26/2009 28 08-4021 H H Remarks: f 6 4,00 12,57 8,5 50,835 4,040 3 9':20 AM 27 4,00 12,57 8,6 69,190 5;500 ' 2 4:43 PM ___n_ 27 4,00 12,57 8,5 73,055 5,810 2 4:47PM H x x X cc: I<PFF - 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 Respectfully Submitted, P77sSion,al'(j7jes Induslries, In!;, f(tkJl V Cei) Raymond Aliperti Project Manager TIllS 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, 1$ PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. . l>>~j lfonf};:::J:~n "'8 I., .II w.g. ~ . ]1, .".A.I.JJ Client: Address: Springfield School District .525 Mill Street Springfield, OR 97477 t~-L\31 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 28; 2009 CCB#176269 Project No.: 722-80173-174 Proj. Name: Thurston Elementary School Location: 7345 Thurslon Road Springfield, Oregon Date: ,B,P. No.: P.O: No,: Ca~t By: P0272-334-0809 Pete Furlong Slump (in,): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): "Material Temp. (F): ASTMC1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pef): ASTM C138 Time Cast: 7:55 AM Additives: Results Reported To: Field Test Data 51/2" 3/4" 3.4% 30" 61" Placement Data: Malerial: Concrete 'Concrete floor slab, 'second floor at gridline E to H from 5 to 8; and stairway walls in areas 1 and 2, ,Locatio~ Sampled At: concrete filar slab from gridline 6,5 to 5,5 Date Cast: 01109109 Date Rec'd: 01112109 Ticket No.: IMiX No.: Weather: 3160666 2440N15200 Clear Design Strength (psi): " Cylinder No. 09-.0053 09-0054 09-0055 09-0056 reauired 4,000 Test Date Age (days) Field Cure (days) Lab Cure (days) 1/1612009 2/6/2009 2/6/2009 Hold 7 28 28 H H .1-~:;t-one-{boifi 'ellds) ."2 - Cor eNerlicaT Cra( !(s'(one end) Remarks: c: , , 3 - Columnar Yardage 4x8 Load: Total: Supplier: Knife River Curing Conditions: 2 day field cure remainder ASTM 10 Contractor Compressive Strength Data ASTM C39 olaced 4,000 " Diameter or Dimensions (inches) Cross Sect. Area Cylinder'WT. (5,1.) (Ibs,) Test Time Capping Method Camp: Strength Max. Load (Ibs.) (psi) Fracture Type ., C6t7-03 C1231-03 6 27 27 H 12,57 41,675 4,00 8,5 3,320 3 9:08 AM x 4. - Diagonal w no cracking at ends 5 - Side frar:ures (at top of bottom) .6 - Top frae'lures (sam-e as#5but end of cylinder IS poinled)- Respectfully Submitted,' Pc. feSSjO~Q;ces Industries, lnG, ' Ray ond 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 mls REPORT IS PROVIDED FOR THE INFORMA nON OF T/-IE 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 WITI-Iour T1-/E WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. I~!!j!lfont;;::;:~n li!nfIlneerlnfl . ~ . n..tIng 'C~- 4~r7 COMPRESSION REPORT Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80173-175 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Placement Data: Roof at Areas 2 and 3 Mechanical Pads -Mateifal: Concrete Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM Cl064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pcf): ASTM C138 Time Cast: 11 :53 AM Additives: Results Reported To: Contractor Location Sampled At: Roof Area 2, southside Oale Cast: 01/13/09 Ticket No.: IMiX No.: 3160746 2440N15200 Yardage Load: 1 Total: 10 Supplier: Knife River Oate Rec'd: 01/14109 Weather: Clear Desig,n Strength (psi): required 4,000 Compressive Strength Data ASTM C39 olaced 4,000 Cylinder No. 09-0122 09-0123 09-0124 09-0125 Lab Cure Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Melhod (days) Dimensions (s.i.) (Ibs") Max. load (lbs.) (psi) Fracture Type .. Test Time (inches) C617-03 C1231-03 6 4,00 12,57 8,5 55,400 4,410 3 12:18 PM X Test Date Field Cure (days) Age (days) 1/20/2009 2/10/2009 '2/10/2009 Hold 7 28 28 H 27 27 H 3 - Co-iumnar' 4' - 'Olagonafw no crac'king at ends '5-~ Sic{e frae :ures (cit'top of bottom) u 1" ~ Cone"(both ends) '-2 ~-C-or eNert"i"cal CrackS-(one en-dj Remarks: c: I<PFF - 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,edu City of Springfield SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 28, 2009 CCB#176269 Date: B,P. No.: P.Q, No.: Cast By; P0272-334-0809 Pete Furlong Field Test Data ,51/2" 3/4" 3.4% 43" 62" 4x8 Curing Conditions: ASTM 6 - Top fractures (same as#5 bul end 01 cylinder-fs-polnted) Respectfully Submitted, 7ffes~D~/Ofices Industries, Inc k~d AliPertl~ Project Manager THIS REPORT IS PROVIDED FOR'THE INFOR"-IA 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 JiVDUSTRIES. Ip~!l!Onf;:::;:~n 1I!IIg,:'j. ~ 1~",;:JIfI. ~. a.tIng Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 CJl- Lf6l COMPRESSION REPORT Project No.: 722-80173"183 Proj, Name: Thurston Elementary School Location: PI~cement Data: Material: Concrete Stage at gridline F,5 to E between 1,95 and 4,5; 4 steps in area 2, location Sampled At: east end of stage Date Cast: 1/202009 'Ticket No.: IMiX No.: 3352493 2440N15200 - Dale Rec'd: 01/21/09 Weather: Fog Desi9n Stren9th (psi): required 4,000 Cylinder No. Test Date Age (days) Field Cure lab Cure (days) (days) 09-0217 1/27/2009 7 6 09-0218 2/"t 7/2009 28 27 09-0219 2/17/2009 28 27 I 09-0220 Hold H H I . , H 1 - Cone (both ends) 2 - ConeNertical Cracks (one:end) Remarks: c: -3 - Columnar Yardage load: Total: Supplier: Knife River 1 10 7345 Thurston Road Springfield, Oregon Slump (in,): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): M~terial Tem'p. (F): ASTM C1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pct): ASTM C138 Time Cast: 8:45 AM Additives: Results Reported To: Compressive Strength Data ASTM C39 olaced 4,000 Diameter or Dimensions (inches) Cross Sect. Area (s.i.) 4,00 12,57 Cylinder WT. (lbs.) Max. Load (Ibs.) Date: B.P. No.: P.O. No.: Cast'By: Fil~/d Test Data 6" 3/4" 310 620 4x8 Curing Conditions: Contractor Compo S~rength FraCture Type .. (psi) 4,700 2 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 29, 2009 CCB#176269 P0272-334-0809 Pete Furlong ASTM Test Time Capping Method 4 - Diagonal wIno cracking at ends KPFF - ugo,costa@kpff,com Hyland Construction - markb@jllconst.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 8,5 59,040 C617-03 C1231-QJ 1:30 PM x 5 - Side fra( :ures (at lop of bottom) 6 - Top fractures (same as #5 but end 01 cylinder is pointed) Respectfully Submitted, <<:;~~/res Industries, Inc. Raymond Aliperti Project Manager THIS REPORT IS PROVIDED FOR THE /NFOR^,fATlON 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, 1$ PROHIB/TEDW/THour THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. lp.$: lforifj;:::l:~n ~~ - 'L{01 COMPRESSION REPORT !ZngInG8'*. . ConsuftIng 0 T\L. "'.,1 J ,I Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax January 29, 2009 CCB#176269 Project No.: 722-80173-182 ' Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Placement Data: Malerfal: Concrete DP2 Type AUger Piers for covered play area al 9ridlines 11 and 12 at X, Y, and Z; 1 DP1 Auger Pier at service yard, 4 DP1 Type Auger Piers on 8 between 0.5 and G.5~ Location Sampled At: Lines 11 at X for Play Area Dale Cast: 01/19109 Date Rec'd: 01/20/09 Ticket No.: I Mix No.: Weather: 3352491 2440N15200 Clear I Yardage Load: 1 ITotal: 6,5 IsuPPlier: Knife River Date: B.P. No,: P,O. No,: Cast By:, P0272-334-0809 Dale Russell Slump (in.): ASTM C'43 Max. AggL Size: Air Content: ASTM C231, Air Temperature (F): Material_ Temp. (F): ASTM C1064 Max Temp IF): Min Temp (F): Specimen Size: Unit Weight (pcf): ASTM C13B Time Cast: 2:50 PM Additives: 'Results Reported To: Field Test Data 43/4" 3/4" 1.6% 42' 53' 76' 43', 4x8 Cl!ring Conditions: ASTM Contractor Desi!jn Stren!jth (psi): required 4,000 Compressive Strength Data ASTM C39 olaced 4.000 , Cylinder No. 09-0213 09-0214 09-0215 09-0216 Test Date Field Cure ~days) Lab Cure Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method .(~aysl Dimensions (5.1,) (Ibs,) Max. l~ad (lbs.) (psi) Fracture Type .. Test Time (inches) C617-03 C1231-03 6 5,99 28,2,1 28.4 135,490 4,800 . 2 4:27 PM X Age (days) 1/26/2009 2/16/2009 2/16/2009 Hold ~* 1 - Cone (both ends) 2 - ConeNertical Cracks "(one end) 3 - Columni:lr 4- - Diagonal w no cracking at ends Remarks: c; 7 28 28 H. 27, 27 H 5 - Side frac ures(at top of bC"Uom) 6 - Topfractures(same 8s#5 but-end at cylinde~ is,pointed) "Respectfully Submitted, "'.~' . k~JIJ~ces Industries, I!)c Raymond Aliperti ' Project Manager THIS REPORT IS PROVIDED FOR THE INFORMA T10N.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 PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. KPFF c ugo,costa@kpff,com Hyland Construction '- markb@jhconst.com Milstead & Associates - angus@milstead,us Mahlum - rberndt@mahlum,com Robertson/Sherwood & Architects c dguadagni@robertsonsherwDod,com Springfield School District - jsaracen@sps,lane,edu Yolanda Bird - yolanda,bird@sps,lane,edu City of Springfield lPsili::f%:::::~n l/!!nglneering . c-..IfIng . 7[",,,,,,, ,J Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 t '6v L{31 COMPRESSION REPORT Project No.: 722-80173-176 Proj. Name: Thurston Elementary School location: 7345 Thurston Road Springfield, Oregon 'Placement Data: Materj'a'l: Concrete Skybridge from griclline D to F between 5 to 5,1; Stairs at area 2,from g"ridline F,2 to 6 between 5.5 to 6; and Stairs at area 3 from g~idline B to"B.7 between 5,5 and 6. Location Sampled At: Stairs at area 3 Date Cast: Ticket No.: 3354005 1/162009 1~;:4~~;152n0 . c Design Strength (psi): Cylinder No.. 09-0195 09-0196 09.0197 09-0198 Test Date 1/23/2009 2/13/2009 2/13/2009 Hold Date Rec'd; 01/19/09 Weather: Fo~ required 4,000 Age (days) Field Cure (days) lab Cure (days) _koad~ Yardage 1 10 Slump (in,); ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp, (F); ASTM C1064 Max Temp fFl; Min Temp IF': Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 9:10AM Additives: Results Reported To: , , Contractor 7 28 28 H Total: Supplier: Knife River Compressive Strength Data ASTM C39' olaced 4,000 Diameter or Dimensions' (inChes) Cross Sect. Area (s.L) Cyfinder WT. Ilbs,) SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-716.3 fax January 29, 2009 CCB#176269 Date: B.P, No.: P,O, No,: Cast By: P0272-334-0809 Pete Furlong 6 27 27 H 4,00 12,57 Field Te-stData 5" 3/4" 35' 60' 4x8 Curing Conditions: ASTM Max. Load (Ibs.) Compo Strength Fracture Type *' (psi) C617,OJ 'C12J1-0J 8,5 49,690 ... f~'Cone--(both ends) 2. ConeNertic'al 'c';'racks "(one end) 3'~ Columnar 4 - Diagon<31 w no cracking at ends RemarKS: - c: KPFf'- ugo,costa@kpff,com Hyland Construction - markb@jhconsLcom Milstead & Associates - angus@milstead,us Mahlum - rberndt@mahlum,com Robertson/Sherwood & Architects - dguada9ni@robertsonsherwood,com Springfield School District - jsaracen@sps,lane,edu Yolanda Bird - yolanda,bird@sps,lane,edu City of Springfield 5 - Side frac_ures ("a~,top of but om) Test Time' Capping Method 3,950 3 12:35 PM x 6-~ Top fr_ictures '(same as #S'bul en-d-ol ~Y(inderfsP~inled) Respectfully Slibrriitted, ' .. k!::;;J7W;fVices Industries, tnG, Raymond.Aliperti Project Manager rHIS 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 INDUS-TRIES. C<iS- 461 l.. ~ ., Injonnation ",..,. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: January 9, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-167 Client: Project Name: Thurston =Iementary School Project Location: 7345 Thurston Road Springfield, Oregon Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P.O. No: Shop/ Field: Weather: P0272-334-0809 Field Inside Field Observations and Comments Performed periodic visual inspection of the following items: Area #1 1), Roof Puddle welds and Seam welds are complete, 2), Lejune HSB connections are completed except for the following areas: -1 st floor A to 0 from 5 to 5,3 some of the bolts are not snapped off -2nd floor A,7 to 7.8 one bolt needs to'be snapped off, 3), Welded connections are completed except for the following areas: -1st floor beam to beam at 0 to 5,2 -2nd floor beam to beam B to C from 7,8 to 8 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 applicable AWS 01,1 and AWS 01,3 codes, The following items were in non-conformance: (see above), Contractor was asked to notify our office when additional services are needed, Inspector: Raymond Aliperti, Certification #1017075-86 eBB #176269 If you have any qu'estions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, ~s::JGf;.ce Industries, Inc, Raymond Aliperti Project Manager c: KPFF - ugo,costa@kpff,com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead,us Mahlum - rberndt@mahium,com , RobertsonlShervvood & Architects - dguadagni@robertsonshervvood,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 f:lV AMY M~AN<:: FX:(;FPT IN FIlii WITf.fOIIT THF WRITTEN p;:r:U.AI",SION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED Professional Service Industri~s, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541046-9649. Fax 541n46-7163 l..~;lInformation I"oiJI. .To Build On Engineering . Consulting. Testing Date Performed: January 19, 2009 Springfield School District , 525 Mill Street Springfield, OR 97477 Client: P,O, No.: Type of Structure: Type of Inspection: P0272-334-0809 C}6 - L\:~O DAiLY FiELD REPORT Report Number: 722-80173-177 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Weatner: Clear Reinforced Concrete Field Observations and Comments 'Performed visual inspection of reinforcing steel at the following locations: 6 DP2 Type Augered Piers for covered play area at gridlines 11 and 12 at X,Y,and i.; 1 DP1 Type Augered Pier at Service Yard; and 4 DP1 Type AUgered Piers on gridline 8 at 0,5 and G,5, Reinforcing steel was checked for grade, size, placementand clearances where applicable, Reinforcing steel was secured using tie wire and supported on concrete dobie blocks, Performed visual inspection during placement of concrete in the locations listed above, Concrete was placed' by truck and mechanically consolidated, Cast one (1) set of four (4) (6x12) concrete test cylinders. To the best of our knowledge, the work Inspected was in accordance with the building deparment approved design drawings, specifications, and applicable workmanship provisions of the International Building Code, Contractor was asked to notify our office when additional services are needed, Tvo" of Mat"riaj Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Steve Wilder/Dale Russell CCB# 176269 Set #1 Knife River 2440N15200 43/4" 1,6% 42 53 2:50 PM 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, prK;~;~Tv~e In~ustries, Inc, Raymond V, AliP& Project Manager cc: 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 INFORII(IATlON 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 541f746-7163 l...~ ;ZInfonnation ,.,~. .To Build On Engineering . Consulting. Testing C~ - Y3J7 DAILY FIELD REPORT Date Performed: January 19, 2009 Report Number: 722-80173-178 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,: COM2008"OO437 P,O. No.: P0272-334-0809 Type of Inspection: Soils Observation Weather: Clear Field Observations and Comments As requested, a representative from PSI was on-site to observe augering for piers at the following locations: 4 piers on east side of building for two staircases, 6 piers south of building for covered play area, Two foot embedment into the underlying gravels was verified, See attached sketch for locations and depth of holes, Inspector: Anthony J. Deluca CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, K:~n~~~~dustries, /nc, 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 Attachment: Site Plan THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT ONL Y THE REPRODUCTION OF THIS REPORT, Bl' ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED. Professional Service Industries, Inc.. 1Q40-A Shelley Street. Springfield, OR 97477. Phone 541fi46-9649. Fax 541/746.7163. l..~;lInformation I"oWI1. .To Build On Engineering . Consulting . Testing , C<3 - Lf37 DAiLY FIELD REPORT Date Performed: Client: January 20, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-174 Project Name: Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon P,O, No,: Type of Structure: Type of Inspection: P0272-334-0809 Permit No,: Weather: COM2008-00437 F09 Reinforced Concrete Field Observations and Comments 'Performed visual inspection during placement of concrete for the Stage at F,5 to E between 1,95 and 4,5; and 4 steps in Area#2, Concrete was placed by pump and mechanically consolidated, Cast one (1) set of four (4) (4x8) concrete test cylinders, To the best of our knowledge, the work inspected was in accordance with the building deparment approved design drawings, specifications, and applicable workmanship provisions of the International Building Code, Contractor was asked to notify our office when additional services are needed, '[yo.. of Material Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Pete Furlong CCB# 176269 Set #1 Knife River 2440N15200 6" 31 62 8:45 AM 4,000 4 16 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, 71essiona' Service Industries, Inc, \~{\j. ~ Raymona V, Aliperti Project Manager cc: 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,edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, ANf! ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES,IS P':'?QHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-9649 .'Fax 541/746-7163 t~ - LL~'l l"~;lInfonnation ,.,..,. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: January 7, 2009 Report Number: 722-80173-165 Client: Sprin;!field School District Project Name: Tnurston ",iementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield, Oregon Building Permit No,: COM200S-00437 P,O, No,: P0272-33L:-OS09 Type of Inspection: Reinforcing Steel Weather: Cloudy Field Observations and Comments Performed visual inspection of reinforcing steel and nelson studs at the following iocations: Inspected the 2nd floor reinforcing at gridline E to H at 5 to S, This area requires all trash including excess nelson studs and metal to be removed, Also inspected the roof reinforcing at gridiine J to L at 5 to 6, Both areas require reinspection 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 was placed in accordance with the latest revisions dated 5/1/08, 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 questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, rJ~essid~ Z~:C~dustries, Inc, ~AIi~ 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. EXCE?T IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESS/DNA!. SEF1V1CE INDUSTRIES, 1$ pROHIBITED. Professional Service Industries, Inc.. 1Q40-A Shelley Street. Springfield, OR 97477. Phone 541(746-9649. Fax 541(746-7163 c~ - y~,\ l..~;, Infonnation "~.lTo Build On Engineering. Consulting . Testing DAILY FiELD REPORT Date Performed: January 16, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-172 Client: Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: P.O, No.: Type of Structure: Type of Inspection: P0272-334-0809 Permit No,: Weather: COM2008-00437 Foggy Reinforced Concrete Field Observations and Comments I Performed visual inspection of reinforcing steel and embeds at the following 10cations:Performed visual inspection 01 reinforcing steel at the following locations: inspected the reinforcing at the stage slab gridline E to E,1 at to 4,8 Skybridge D to E at 5 to 5,1, stair #2 F,2 to Gat 5,5 to 6 and stair #3 B to B,7 at 5,5 to 6, Reinforcing steel was checked for grade, size, 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 the latest revisions dated 5/1/08, 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, Additional Comments: stage slab not poured. Contractor was asked to notify our office when additional services are needed, Tvop. of Mo:ttp.riill Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardaqe Placed Inspector: Glenn Meeks Jr, ICC #5071538-49 CCB# 176269 Set #1 Knife River 2440N15200 5" 35' 60' 9:10AM 4,000 4 30 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, PR:F\JtfJjJfe Industries, Inc. Raymond V, Aliperti Project Manager cc: 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 541n46-9649. Fax 541r146-7163 Reinforced Concrete Field Observations and Comments 'Performed visual inspection during placement of concrete at the foliowing locations: roofs 2 and 3 Mechanical pads, Concrete was placed by pump and mechanically consoidated, Cast one (1) set of four (4) (4x8) concrete test cylinders, Additional Comments: fioor was cleaned of all trash and nelson studs prior to placement of concrete, 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, l}!OA of M"tA,i,,1 Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total YardaQe Placed Inspector: Pete Furlong, ICC#00083536 CCB# 176269 l....~;l Information ",..,. .To Build On Engineering. Consulting . Testing Date Performed: Client: January 13, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 P.Q, No.: Type of Structure: Type of Inspection: P0272-334-0809 DAILY FiELD REPORT Report Number: 722-80173-170 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Permit No,: Weather: COM2008-00437 Clear Set #1 Knife River 2440N 15200 51/2" 430 620 11:35AM 4,000 4 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, , t:JN~ice Industries, /nc, Raymond V, Aliperti Project Manager cc: 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, 1$ PROHIBITED. Professional Service Industries, tnc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541n46.9649. Fax 541n46-7163 t ~-401 l... ~., Infonnation "'~.lTo Build On Engineering . Consulting' Testing DAILY FIELD REPORT Date Performed: January 12, 2009 Report Number: 722-80173-169 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 F ahricator: Axis Crane Shop/ Field: Field Type of Inspection: Epoxy, Welding Weather: Inside Field Observations and Comments 'On-site to inspect the following: 1), Re-inspection/final on seam welds and nelson studs for Area #2 Mechanical Roof E to F from 5 to 6; and Area #3 Mechanical Roof J to L from 5 to 6 (reference our previously submitted preliminary report from January 7, 2009,) Seam welds and nelson studs have been completed and are in accordance with the project documents. 2), Re-inspection/Final inspection on epoxy dowels for concrete infill' at panel #38, Vertical bars were installed at 9" on center with an average embedment's depth of 5" due to rebar, Epoxy dowels were installed using Hilti Hit RE500 SO epoxy in accordance with the manufactures directions, (Reference our previously submitted report from December 31, 2008 report # 722-80173-161), Epoxy dowels at panel #38 are completed, 3), Area #2 roof seam welds and'puddle welds have been inspected and completed 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 provisions of the International Buildinq Codes, Inspector: Raymond Aliperti, Certification #1017075.86 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, k:J~~ce Industries, /nc, Raymond Aliperti Project Manager c: KPFF - ugo,costa@kpff,com Hyland Construction - markb@jhconstcom Milstead & Associates - angus@milstead,us Mahlum - rberndt@mahlum,com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood,com Springfield School District - jsaracen@sps,lane,edu Yolanda Bird - yoJanda,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 ANYI>1EANS, EXCEPT IN FULL, WITHOUT,THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED, Professional Service Industries,./nc. - 1040-A Shelley Street- Springfield, OR 97477 - Phone 541/746--9649 -Fax 541/746-7163 l....~ ;ZInjormntion I"-e3I1. .To Build On Engineerlng . Consulting. Testing Date Performed: Client: January 9, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 P,O, No,; Type of Structure: Type of Inspection; P0272-334-0809 DAILY FIELD REPORT Report Number; 722-80173-166 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Permit No,: Weather: COM2008-00437 Clear Reinforced Concrete Field Observations and Comments Reinforcing steel was previously inspected on 1/7/09, Performed visual inspection during placement of concrete at the following locations: floor slab, 2nd fioor at gridline E to f:I between 5 and 8, Stairway walls in building 1 and 2, Concrete was placed by pump, Cast one (1) set of four (4) (4x8) concrete test cylinders, Additional Comments: floor was cleaned of all trash and nelson studs prior to placement of concrete, 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, Tvne of Materi::.1 Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Pete Furlong, ICC#00083536 CCB# 176269 Set #1 Knife River 2440N 15200 51/2" 30" 61" 7:55 AM 4,000 4 115 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, p~\) nv~c~ndustrjes, Inc, Raymond V, ~ Project Manager cc: 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@spslane,edu City of Springfield THIS REPORT 15 PROVIDED FOR THE INFORMA TION OF THE CLIENT ONL y, THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS. EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PRQ.'i/BITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l... ~;z Infonnation ,.,~. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: Client: January 6, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 P,Q. No,: Type of Structure: Type of Inspection: P0272-334-0809 Report Number: ' 722-80173-163 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Permit No,: Weather: COM2008-00437 Cioudy Reinforced Concrete Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: 8" trash enclosure wall reinforcing for clearance prior to placement of concrete, Reinforcing steel was checked for grade, size, placement and clearances where applicable, Reinforcing steel was secured using tie wire and supported on plastic chairs, Reinforcing steel was placed in accordance with the latest revisions dated 5/1/08, 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, Tvoe of Ma~ Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardaqe Placed Inspector: Glenn Meeks Jr, ICC #5071538-49 CCB# 176269 Set #1 Knife River 40NI15200 4 3/4" 3.4% 50' 57' 8:50 AM 4,000 4 20 If you have any questions regarding this report, please feel free t'2. contact us at 541-746-9649, Respectfully Submitted, p~JDa: ~ndUSfrieS' /nc, Raymond V. Aliperti Project Manager cc: 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 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 5411746.9649 . Fax 541046-7163 l~- L\~1 l...~ ;ZInjormation ,.,~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: January 7, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-164 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Contractor: Fabricator: Type of Inspection: John Hyland P.Q, No: Shop! Field: Weather: P0272-334-0809 Field Cloudy Welding Field Observations and Comments Performed periodic visual inspection of the followin9 items: preliminary inspection on seam welds and nelson studs for Area #2 Mechanical Roof E to F from 5 to 6 and Area #3 Mechanical Roof J to L from 5 to 6, 'Note: Areas were not yet completed final inspection is required prior to placing concrete, 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 applicable International BuildinQ Codes, Inspector: Raymond Aliperti, Certification #1017075-86 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, 'nofe~sional ~~TIiC~ Industries, /nc, \\[J,iIJ. ~ 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 INFORMA TION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT. BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD n. q:l', BY "'MV UC^.,~ cvrco, I., r::,,, / 1"'"T/_InIIT Tric W~lrrcN PcRMI<::<::ION OF PROFc.C:;.<::lnNAI .<::;FRVICf INDUSTRIES. IS PROHIBITED. Professional Service Industries, Inc,.. 104Q-A Shelley Street. Springfield, OR 97477 . Phone 5411746-9649 . Fax 541n 46-7163 l ~- 431 l "'~;lInformation ,.,..,. .To Build On Engineering . Consultfng . Testing DAILY FIELD REPORT Date Performed: January 14, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-173 Client: Project Name: Thurston Elementary School Project Location: 7345 Thurston Road Springfield, Oregon Contractor: Fabricator: Type of Inspection: John Hyland Axis Crane Welding P,O, No: Shop/ Field: Weather: P0272-334-0809 Field Inside Field Observations and Comments Performed periodic visual inspection of the following items: Area#1- Welds have been completed for Area #1 but the high strength Lejune bolts have not yet been completed, Contractor will re-schedule that inspection at a later date, Please note that the above listed welds complete a portion of the inspection deficiencies noted in our report dated January 9, 2009 including: 1 st floor beam to beam at grid line D at 5.2 and 2nd floor beam to beam from grid line B to C from 7,8 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 provisions of the International Building Codes and AWS 01,1 codes, 'Inspector; Raymond Aliperti, Certification #1017075-86 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, jfeSS~~~ Service Industries, /nc, ~hdAIiP~ 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, In~.. 1Q40.A Shelley Street. Springfield, OR 97477. Phone 541f746-9S49 . Fax 541f746.7163 l '"~;lInformation ,.,~. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: Client: January 26, 2009 Springfield School District , 525 Mill Street Springfieid,"OR 97477 Report Number: 722-80173-184 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: P,O, No.: Type of Structure: Type of Inspection: P0272-334-0809 Permit No,: Weather: COM2008-00437 'Clear Reinforced Concrete Field Observations and Comments 'Performed visual inspection of reinforcing steel at the following locations: Footings for covered play ground, Reinforcing steel was checked for grade, size, placement and clearances where applicabie, Reinforcing steel was secured using tie wire and supported on concrete dobie blocks, Performed visual inspection during placement of concrete in the locations listed above, Concrete was placed by truck and mechanically consolidated, Cast one (1) set of four (4) (4x8) laboratory cured concrete test cylinders and one (1) set of four (4) (4x8) field cured concrete test cylinders, To the best of our knowledge, the work"inspected was In accordance with the building deparment approved design drawings, specifications, and applicable workmanship provisions of the International Building Code, Contractor was asked to notify our office when additional services are needed, Contractor to place insulating blankets due to expected cold weather, Tvoe of Material c_ Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Chric McDonald ICC# 5298238-47 CCB# 176269 Set #1 , Set #2 Knife 'River Knife River 2440N15200 2440N15200 5" 1,7% 46 53 3:00 PM 4,000 4 30 5" 1,7% 46 53 3:00 PM 4,000 4 (F,C,) 30 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, t::Da/~ Industries, Inc, Raymond V, Alipertl Project Manager cC:, 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 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((46-9649. Fax 541((46-7163