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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-2-23 1...:.:~:.lInformation ~,~,~~ .ToBuildOn Il!ngln..rlng ~. ~ . 1'ItsfIng Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Placement Data: Footings - covered p!ayground Location Sampled At:~ South half of east footing Date Cast: 01126/09 Ticket No.: IMiX No.: 3352616 2440N15200 Date Rec'd: 01127109 Weather: Clear De~i!lnSlren!llh (psi!: reauired 4,000 Cylinder No. Test Date Age (days) Field Cure {da)'s} 09-0295 21212009 7 09-0296 2/23/~009 28 '. 09-0297 2/23/2009 28 09-0298 Hol~ H H 1 - Cone (both ends) '2 - Cone/Vertical Cracks (one end) Remarks: c: Lab Cure {days) 3 - Columnar Compressive Strength Data ASTM C39 olaced 4,000 Diameter or Cross Sect. Area Cylinder WT. Compo Strength Dimensions (s.i.) (Ibs.) Max. Load tlbs.) (psi) Fracture lype~' Test Time (inches) 4.01 12.63 8.5 61,635 4,880 '12:53 PM 4.01 n63 8.5 81,925 6,490 3 10:12 AM 4.01 12.63 8.6 79,620 6,300 2 10:16AM COMPRESSION REPORT Project No.: 722-80173-188 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Date: "B:P: No.: P:O:No.: Cast By: Material: Concrete Field Test Data 5" 314" 1.7% 45.8' 52.5' SPRINGFIELD OFFICE 1040 - ^ Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax .. February.23,c2009 CCB#176269 c..~-y~U P0272-334-0809 Chris McDonald 1 day F.e. remainder ASTM Cap ring Method C617-0J C1231-0J Slump (in.): ASTM C143 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: 3:00 PM Additives: ---WIF - Results Reported To: Yardage 2 10 4x8 Load: Total: ..- - Supplier: Knife River Curing Conditions: Todd with Hyland x X X -. 5 - Side frac ures (at lop of be 1tom) 6 - Top fractures (sam-e as -#-S-.bul end of cy-Hl-idEir-is rain-led) Respectfully Submitted, less/anal Services /ndustl/es, Inc Ra~1i~jtl Project Manager THIS REPORT IS PROViDEP FOR THE INFORMA TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOur THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, 6 27 27 H 4 - Diagonal w no cracking at ends I<PFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milslead.us Mahlum - rberndt@mahlum.com Robert~on/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of !3pringfield Ir!$!lfo~;::;:~n 1l!ng1n..,Ing~. .~ . n..unsr I Springfield School District 525 Mill Street Springfield, OR 97477 Client: Address: -"Placement Data: Footings - covered playground COMPRESSION REPORT Project No.: 722-80173-188 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Material: Concrete Location Sampled At: Soulh halfof:east f09ting Date Cast: 01126109 Ti~~~~~~~ l~i:4~~:15200 Date Rec'd: 01127/09 Weather: Clear DesiQn Stren!lth (psi): - ! Cylinder No. 09-0295 09-0296 09-0297 09-0298 required 4,000 Test Date Field Cure (days) Lab Cure (days) Yardage 2 10 Slump (in.): ASTM Ct43 Ma.x. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM Cl064 Max Temp (F): Min Temp (Fl: Specimen Size: Unit Weight (pef): ASTM C13B Time Cast: 3:00 PM A.dditives: W/F Results Reported To: Age (days) 212/2009 2/2312009 2/23/~009 Hold 7 28 28 H Load: Total: Supplier: Knife River Compressive Strength Data ASTM C39 placed 4,000 Diameter or Dimensions (inches) Cross Sect. Area (5.1.) Cylinder WT. (Ibs.) Compo Strength Max. Load (Ibs.) (psi) Fracture Type *' C1231-03 6 27 27 H 4.01 12.63 8.5 61,635 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (54'1)746-7163 fax February.20,2009 CCB#176269 c..'b~L\0l P0272-334-0-809 Chris McDonald Date: B.P. No.: P.O. No.: Cast By: Field Test Data 5" 3/4" 1.7% 45.8" 52.5" 4x8 Curing Conditions: 1 day F.G. remainder ASTM Todd with Hyland - Test Time Capping Method C617-03 4,880 12:53 PM x I I I 5 - Side frac.;ures (at top of bottom) 6 - Top fra_c:tures (same as #5 but en-d of,cyHncler 'is,po-jnted) Respectfully Submitted, 7K:;J01; Or~s Industries, Inc. Raymond Aliperli '0: . Project Manager H 1 - Cone (both ends) '2: ConeNerlical Cracks (one end) 3. Columnar 4 _ Diagonalw no cracking at ends Remarks: c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milslead & Associates - angus@milstead.us Mahlu'!l - 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 JS PROVIDED FOR THE INFOR~1ATlON 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 T/-fE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l JIIIAII!A ~'., Infonnation ~=:::,,.lTo Build On IBllflIneerlng :. ConsuHIng . II.. ...." ,.J COMPRESSION REPORT Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No,: 722-80173-192 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Placement Data; Structural columns f()r covered .play area Material: Concrete Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp; (F): ASTM C1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pef}: ASTM C138 Time Cast: 1 :55 PM Additives: A.E.A Results Reported To: location Sampled At: Southwest column first lift Date Cast: 02106/09 Ti~~~~~~~ l~i:4~~17000 Yardage 1 .6 Date Rec'd: 02107109 Weather: load: Total: Supplier: Knife River Clear ~ign Strength !pSi): Compressive Strength Data ASTM C39 placed 4,000 re9uired 4,000 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax Date: f\ ~~W\~,10, 09 CCB#176269 B.P. No.: L 0 ~v' P.O'-No.: P0272'334=0809 Cast By: Dale Russell Field Test Data 51/4" 3/4" 6.5% 59" 61" 40" 4x8 Curing Conditions: 1 day F.e. remaincJer ASTM Contractor Lab Cure Diameter or Cross Sect. Area Cylinder WT. Compo Strength Cappilig Method Dimensions Max. Load (Ibs.) Fracture Type *, Test Time (days) (inches) (s.i.) (Ibs.) (psi) C617-03 C1231-03 6 4.01 12.63 8.2 40,900 3,240 3 9:00 AM X Cylinder No. Test Date Age (days) Field Cure (days) 09-0433 21 \ 31~009 7 09-0434 316do09 28 09-0435 3/612009 28 09-0436 Hold H 27 27 I ..~ f:Cone (bo/hends) '2 - ConeNe'r1lcar Crac'ks (one end) 3 - co~umnar 4 - Diagonal wino cracking al ends' 5 - Side (ractures (at top of bottom) Remarks: c: I<PFF - ugo.cosla@kpff.com Hyland Construction - markb@jtlconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School Dislrict - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield 6: Top fraCtures (sarpe as #5.hut_end of cyllnder is pointed) Respectfully Submitted, ~o\rQ[r Industries, Inc. Raymond Atiperti Project Manager Tl-I/S 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 WITI-IOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. i.ft.~.~.. Information I.~.~-: lTo Build On IJ!!nglnee""';." eora.untng . Rt8tIng COMPRESSION REPORT SPRINGFIELD OFFICE Client: Address: Spring(ield School Dislrict 525 Mill Street Springfield, OR 97477 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax _ F:ebruary. 20,. ?OOg CCB#176269 e~-431 : P6272-33~0809 Dale Russell Project No.: 722-80173-182 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Placement Data: Material: Concrete DP2 Type Auger Pi~rs for covered play area at gridlines-11 and 12 at X, Y, and Z; 1 DP1 Auger Pier at service yard, 4 DP1 Type AUger Piers on 8 between D.5 and G.5. Location Sampled At: Lines 11 at X for Play Area Date Cast: 0111 g/Og Date Rec'd: Ti~~~~~~; l~i::~~:15200 Weather 01/20109 Yardage Load: 1 Total: 6.5 - - Supplier: Knife River Clear Dafe: B.P. No.: P.O:'No.: Cast By; Slump (in.): ASTM C143 Max. Aggr. Size: Air.Content: ASTM C231 Air Temperature (F): 'Material.Temp. (F): ASTM Cl064 Max Temp (F): Min Temo (F): 'S-pecimen Size: Unit Weight {pcf}: ASTM C138 Time Cast: 2:50 PM Additives: Results Reported To: Field Test Data 4314" 314" 1.6% 42" 53" 760 430 4x8 , Curing Conditions: ASTM Contractor ...,- Desi!ln Stren!lth losil: - . , reauired 4:000 Compressive Strength Data ASTM C39 olaced 4,000 Cylinder No. Test I?ate 09-0213 .\ /261?009 09-0214 211612009 09-0215 2/16/2009 09-0216 Hold Lab Cure Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method Dimtmsions Max. load (Ibs.) Fracture Type .. Test Time (days) (inches) (s.i.) (Ibs.) (psi) C6H-(l".!. C1D1-(l:} 6 5.99 28.21 28.4 135,490 4,800 2 4 :27 PM X 27 5.99 28.21 28.4 180,050 6,380 3 8:43 AM X 27 5.99 28.21 28.4 172,745 6,120 3 8:47 AM X Age (days) Field Cure (days) 7 28 28 H 1 H H 1 .=- Cone (bo'lh ends) '2 - ConelVertical Cracks (one end) Remarks: c: 3 - Columnar 4 - Diagonal w.no cracking at ends KPFF - ugo.cosla@kpff.com Hyland Construction - markb@jhconsl.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 l 5 - Side fractures~(at top of bottom) 6 - Top fractures (same as,#5butetid,bf cylinder is pointed) Respectfully Submitted, p(3fess~\" C~rfndustries, Inc. J~d Aliperti Project Manager TJ-IIS REPORT IS PROVIDED FOR THE INFORMA nON OF TflE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A fHIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WI/HOUT THE WRITTEN . PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES l.ri~.lInformation ~-::._-=!! .To Build On Il!ng,.. ..rtfI:. ~. JNfIng COMPRESSION REPORT Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80173-183 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Placement Data: Material: Concrete Stage at gridline F.5,to E between 1.95 and 4.5; 4 steps in area 2. sfump (in.): ASTM C143 Max. Aggr. Size: A.ir Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temp IF): Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 8:45 AM Additives: Results Reported To: Location Sampled At: east end of slage Date Cast: 1/202009 Ticket No.: IMIX No _3352493 2'440~:152DO Fog [oad: Total: Supplier: Knife River Yardage Date Rec'd: 01/21109 Weather: 1 10 Design Stren!lth {psi): Compressive Strength Data ASTM C39 olaced 4 000 required 4,000 SPRINGFIELD OFFICE 1040 - A Shelley Street. Springfield, 'Oregon 97477 (541)746-9649 - (541)746-7163 fax February 19, 2009 CCB#176269 e. 'i> :- cr31 - - P0272'334-0809 Pete Furlong Date: B.P. No.: P.O. No.: Cast By: Field Test Data 6" 314" 31" 62" 4x8 Curing Conditions: ASTM Contractor Cylinder No. Test qate Age (days) Field Cure (days) 09-0217 t/2712009 7 09-0218 2/1712009 28 09-0219 2117/2009 28 09-0220 Hold H Lab Cure Diameter or Cross Sect. Area CylinderWT. Compo Strength Capping Method Dimensions Max. Load (Ibs.) Fracture Type ., Test Time (days) (Inches) (s.i.) (lbs.) (psi) C617-0J C1ZJ1-03 6 4.00 12.57 8.5 59,040 4,700 2 1:30 PM X 27 3.99 12.51 8.5 73,705 5,890 3 3:15 PM X 27 4.00 12.57 8.5 72,775 5,790 3 3:30 PM X I 5. Side frat.lures (allop of boilom) 6 - Top fractures (same as #5 bul end a' cylinder is pointed) Respectfully Submitted, Professional Services Indus/ries, Inc. P (J V. 02>1jJ ~~ymOnd Aliperti(.' Projecl Manager H !!" 1 - Cone (bo'th encls) '2 - ConeNertical Cracks (one end) Remarks: c: 3 - Columnar 4 - Diagonal w.no cracking at ends KPFF - ugo.costa@kpff.com Hyland Construclion - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rbernclt@malllum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School Districl - 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 H'lTHOUT THE WRITrEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l."~;lInformation ",~. .To Build On . Engineering' Consutti"g . Testing. '6~~L\3'l DAILY FIELD REPORT Date Performed: February 18, 2009 Report Number: 722-80173-197 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurslon Road Springfield, Oregon Contractor: John Hyland P.O. No: P0272-334-0809 Fabricator: Axis Crane Shopl Field: Field Type of Inspection: Welding Weather: . Clear Field Observations and Comments Performed periodic visual inspection of the following items: 1). Seam Welds and Puddle Welds on connector area between Areas 2 and 3 (grid line H to J from 4.8 to 6.0). Note: Puddle welds have been' completed and are in conformance with project plans and applicable AWS D1.1 codes. However, seam welds are not completed and need repairs prior to roofing. Re-inspection is required. 2). Seam Welds and Puddle Welds on Roof Area east of Mechanical pad (gridline J to M from 6 to 8). These welds have not yet been completed and need to be re-inspected prior to roofing. 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 D1.1 and AWS D1.4 codes. The following items were in non-conformance: See note above in item (1). Contactor was asked to notify our office when additional services are needed. Inspector: Raymond Aliperti, Certification #1017075.85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, . e;;~acr;ndustries, Inc. Raymond Aliperll Project Manager c: KPFF - ugo.costa@kpff.com Hylan'd 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 PMHV RV llMV I.A~""I<;:; r::yr;::r::>T IN "'11/1 WIT/-milT TI-<F WRITTFN PFRMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED. Professional Service Industries, Inc. -1040A Shelley St.". Springfield, OR 97477. Phone 541n46-9649. Fax 541n46-7163 / l...~;lInfonnation ,.,..,. .To Build On Engineering . Consulting. 'n.sting DAILY FIELD REPORT Date Performed: February 17, 2009 Springfield School Districl 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-196 Client: Project Name: Thurston Elementary School r -~ _._._ 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 ~'I:I:r [fj-; -L[L==tJ Field Observations and Comments Performed periodic visual inspection df the following items: Exterior stair landings at grid lines B to C on 8 and F.to G on 8. The Yo" fillet weld inspected included the landing beam to embed prior to placing siding. Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with approved drawinqs, specifications and applicable AWS D1.1 codes. 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, ~0~(i~ 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.la~e.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THEltyFORMA TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND.,ITS TRANSMITTAL TO A THIRD PARTY, BYANY MEANS. EXCEPT 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 541/746.7163 / ljjjsil;;;;::;:~n Il!nglneerlng:. ~ . no.tIng Client: Address: SPRINGFIELD OFFICE 1040 . A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax Date: ",Ii;~brua'l', 13, 2009 CCB#176269 B.P. No.: 1...'6- lbi . P.O. No.: P0272-334-0809 Cast By: Pete Furlong COMPRESSION REPORT Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80173-176 ~ Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon 'Placement Data: Material: Concrete Skybridge from gridline D to F between 5 10 5.1; Stairs at area 2 from gridline F.2 to 6 belween 5.5 10 6: and Stairs at area 3 from 9ridline B to B.7 between 5.5 and 6. Location Sampled At:, Stairs at area 3 Oate Cast: '1/162009 Ticket No.: IMiX No.: 3354005 2440N15200 Date Rec'd: 01l19/09 Weather: I::ad: Total: Supplier: Knife River Yardage 1 10 Fog Slump (In.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min TemD IF): Specimen Size: 'Unit Weight (pet): ASTM C138 Time Cast: 9: 1 0 AM Field Test Data 5" 314" 35' 60' 4x8 Curing Conditions: ASTM Additives: Results Reported To: Contractor ~ Design Strength (psi): reauired 4,000 Compressive Strength Data ASTM C39 01 aced 4.000 Cylinder No. 09-0195 09-0196 09-0197 09-0198 Lab Cure Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method Dimensions Max. load (Ibs.) Fracture Type .- Test Time (days) (inches) (s.i.) (Ibs.) (psi) C617-0J C12J1-0J 6 4.00 12.57 8.5 49,690 3,950 3 12:35 PM X 27 4.00 12.57 8.5 73,380 5,840 3 9:18AM X 27 4.00 12.57 8.5 75,455 6,000 3 9:22 AM X Test Date Field Cure (days) Age (days) 112312009 2/1312009 2/13/2009 Hold 7 28 28 H H I 4 ~ Diagonal wIno cracking at ends . ._u \ . H 1 . Cone (both ends) ; 2,. C-oneNertical Cra( KS (one end) Remarks: c: 3 . Columnar KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndl@mahlum.com Robertson/Sherwood & Archilects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yoland!" Bird - yolanda.bird@sps.lane.edu City of Springfield 5 ~ Side fraciures (at top of bo,lom) 6. Top fractures (same as #5 but end of cylinder is pointed) Respectfully Submitted, F ~:e,sflr)(if;!;JdlfSlries, Inc. Ra~d AIi~;~ 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 mE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. l rfj II!!!> ;1 InfW111ation ",~. .To BuildDn Engineering . Consulting .' 'Jestlng ~-{I~-~1 DAILY FIELD REPORT Date Performed: February 10, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80173-194 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 Rain Field Observations and Comments gerformed periodic visual inspection of the following items: Seam welds and puddle welds for roof deck over gymnasium' and roof deck from gridlines M to J and from 3 to 5. 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 ahplicable AWS D1.4 codes. Contractor was asked to notifY our office when additional services are needed. hispector: Chris McDonald, Certification #5298238-52 CBB #176269 If you have any q,uestions regarding this report, please feel free to contacl us at 541-746-9649. , Respectfully Submitted, ~n~ ,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 - 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 TRANSMIT/AL 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 St.. Springfield, OR 97477. Phone 541n46-9649. Fax 541n46~7163 - . .. l..~ ;ZInformation ,.,..". .To Build On Engineering . Consulting. Testing DAILY FELD REPORT Date Performed: February 6, 2009 Springfield School District 525 Mill Street Springfield,OR97477 Report Number: 722-80173-191 Client: Project Name: Thurston Elementary School Project Location: 7345 Thurston Road Springfield': Oregon I P.O. No.: Type of Structure: Type of Inspection: P0272-334-0809 Permit No.: Weather: '. ..COM200S,00437 _ ; Clear Concre1e Field Observations and Comments ~erformed visual inspection during placement of concrete atthe following locations: structural columns for covered play area. Concrete was placed by pump truck and mechanically consoidated. 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 k'nowledge, the work inspected above was in accordance with the building departmenl approved design drawings, s'pecificatiDns and applicable workmanship provisions of the International Building Codes. Tvne of Material Set #1 Supplier Knife River Mix # 2440N17000 Slump 51/4" Air Content 6.5% Ambient Temperature 590 Material Temperature 600 Time Placed 1 :55 PM Design Strength (psi) 4,000 Number of Samples 4 Total YardaQe Placed 12 Inspector: Dale Russell, ICC #01140789 CCB# 176269 I(you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~7U.1 ~ustries, 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 JNFORMATlOr~ OF. THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND rTS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSiONAL SERVICE ItyDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040A Shelley St.. Springfield, OA97477. Phone 5411746.9649. Fax 5411746-7163 - . L rti~ ;ZInfomiation ".,. .10 Build On Engineering. Consulting. 7l!sting Date Performed: DAILY FIELD REPORT Report Number: Client: February 5, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 iBUilding Permit No.-:-COM2008-00437 'Type.of-In'spection:----Reinforcing Steel-.J Project Name: Project Location: P.O. No.: Weather: 722-80173-189 Thurston Elementary School 7345 Thurston Road Springfield, Oregon P0272-334-0809 Overcast Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: columns for covered playground on south side of new structure. 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 j~ accordance with approved design drawings and specifications. 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: Chris McDonald, ICC.#5298238-47 CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~rV/;S~dustries, 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@sps.lane.edu City of Springfield THIS REDORT IS PROVIDED FOR THE INr=ORMATlON OF THE CLIENT ONI.. Y. THE R~PRODUCTION OF THIS REPORT, BYANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVfCE iNDUSTRIES, tS PROHIBITED. Pro~essional Service. Industries, Inc.. 1040A Shelt~ 51.. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 l ra~;lInformation ,.,~. .To Build On Engineering. . . Consulting . Thsting :' %-43~ DAILY FIELD REPORT Date Performed: February 5, 2009 Report Number: 722-80173-190 Client: Spnngiield School District 525 lvIill Street Springfield, OR 97477 Projecl Name: Thurstor. Elementary School 7345 Thurslon Road Springileld, Oregon Project Location: 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 preliminary periodic visual inspection of the following items: puddle welds and seam welds for roof deck 01 gymnasium. Weldments were inspected for size, length, profile and locations. To the best oi our knowledge, the work inspected is in conformance with approved drawings, specifications and applicable AWS D1.3 codes. Contactor was asked to noliiv our office when additional services are needed. I - ' Inspector: Chris McDonald, Certification #5298238-47 CBB #176269 If you have any questions regarding this report, please ieel free to contact us at 541.746-9649. Respectiully Submitted, 7Jfess;onal ~1:e Industries, Inc. I~V,V'~ 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 - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THEeL/ENT ONL y, THE REPRODUCTION OF THIS REPORT. BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD n''''-TV tw H'V "!::"^^'''" CV'-'O=OT Ih' ellll WITf-Inl/T THF lNRITT!::"N PFRMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc. . 1040A Shell~.St: . Springfield, OR 97477. Phone 541/746-9649. Fax 5411746-7163