The URL can be used to link to this page

20140170 Community Center Krazan II FIELD ��yaza &Assoc i a t e s, Inc. REPORT NO.: 15047DFRO41515-MM Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 4/1512015 CONTRACTOR: Stetz PROJECT#: 06615047 PERMIT#: 20140170 PROJECT: Yelm Community Center INSPECTOR: Martin Mundy LOCATION: 310 SE 2nd Street JURISDICTION: Yelm KA P.M.: Bill Throne WEATHER: Sunny TEMP: 55' On site for reinforced concrete inspection. Contractor placed#5 and#7 epoxy-grouted dowels along 1 Line. The holes were drilled to the required depth of six inches and brushed and blown clean. Simpson SET-XP epoxy (expiration date 9/21/16) was used. The epoxy procedure provided adequate coverage of the dowels. Contractor placed the concrete for the slab-on-grade from A-B/1-2. The reinforcing steel (size, grade, lap, spacing, clearance)was in place in conformance with the plans. The concrete was placed by chute and mechanically consolidated. A total of 5.5 cubic yards of concrete was placed. See report 15047CRO41515-MM for field and compressive strength test results Reviewed By: ASTM Test#: Equipment/Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: A- wv Offices Serving the Western United States Lynnwood(425)485-5519-Poulsbo(360)598-2126•Puyallup(253)939-2500 Deis,Field Report Revision B Hfleaive 02/13/2017 l be mkrmaiim fmviftl m MIS re"u prepbed Gx a ack,i usenfibe ciiml.Tbi' mr:nutb Iq-fidnmd in k—wiik lmevnt(w pm—i pfiherlim—d s".b This'u"iudk—Wbuyer nbx..sam WWing re.vna We -a'Wdkims ands Wv M-6 hies.Thu in!Osm nmhje,l lurev...r.mxe b.PoASehmiesL th vifnin%mu,gvl.aw miTalrc cues as r¢nraxQl,w'tlo'la' Gx'IWhy M,uolls.T1e r.we mWrwalitm lqv boon p,mnd�hy oIDaz em vie. Kn, zml Concrete Report N7r/_gr�wr5 in the;t v,icra Number, 15047CRO41515MM Date: 4/15/2015 Contractor: Stetz Construction Project#: 066-15047 Permit#: 20140170 Project:Yelm Community Center Inspector: Marty Mundy Location: 301 2nd Street SE Jurisdiction: City of Yelm Krazan PM Bill Throne Weather: Sunny Temp: 55 Field Data Reported Batch DATA Concrete: F Other Cement Type Ill/ Supplier. Miles Plant No. 2068 Site Mix: Design Actual FRI Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp F Temp F Weight Mix No. 1250OF 1250OF 12:55 1 M077 1 213369 - 5 64 55 - Cam.Lbs. 489 494 F.Ash lbs. 122 121 C.Agg.Lbs 1530 1509 C.Agg.Lbs 350 362 Placement Area C.Agg.Lbs - - Location SLAB ON GRADE AT GRIDLINES 1-2 1A-13 Sandlbs 1370 1378 Water 213 213 Admixture - - Admbtture - Adm6dure - - Air Ent (OZ/CWL) - Remarks Water Added On Job Site (Gals.) 10 Please Refer To Field Repot Number: 150470 FR041515MM Field Test ASTM Method C143 X C138 Inspector:1 M.MUNDY C1064 X C173 C31 X OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimens Recd F411612015 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39 X 1422-1 4122/15 - 7 4.00 12.57 - 48280 3840 1 JS 3 ASTM C109 1422-2 5113/15 - 28 - 1 ASTM C617 1422-3 5113/15 - 28 - 1 ASTM C1231 X 1422-4 5/13/15 - 28 - 1 ASTM C1019 1422-5 - H - 1 AASHTO-T22 Test Results Remarks: conforming Results Reviewed By: Date: Non-conforming Code For Break 1 X 1 2.Cone 3.Cone / 4 / 6.columnar 1� Types: Cone Split Shear Shear I Split Offices Serving The Western United States Come/.Report Re,4 Err.1421-08 The ioformatbn{:rcNded on Ihie rapod is prepahed for the oxclueWe um of the dkrr and may not be reproduced In anyfarmetwittwut the written parml�bn of the dian and Kraran&Assacietee FIELD WA11<L 0JZa l&A s s o c i a t e s, I n c. REPORT NO.: 15047DFRO42815-BR Geotechnical Engineering.Environmental Engineering Construction Testing and Inspection DATE: 4/28/2015 CONTRACTOR: Stetz Construction PROJECT#: 06615047 PERMIT* 20140170 PROJECT: Yelm Community Center INSPECTOR: Bruce Ridgley LOCATION: 301 2nd St.SE JURISDICTION: City of Yelm KA P.M.: Bill Throne WEATHER: Overcast TEMP: 56 Krazan and Associates on site for inspection as requested by client. Reinforcing steel bar inspection for slab on grade and thicken footings between grids 2 through 7/A through B 3.5 through 4.5/B through C. Upon arrival on site met with contractor and reviewed requirements and locations.Reinforcing was observed and Appeared to be in place and in conformance with project plans and specifications for(Size,Grade,Lap splice,spacing) DWG S2.01 notes and per RFI#8 and#28. Note:Clearances will need to be confirmed before placement of concrete. Revlewed By: ASTM Test#: Equipment/Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 Daily Fidd Rgwrt ReAsioa S Efftd-0 2113 2 01 3 The iofNamtkm PA Mdedm drie apW b yrepnd ad the wlmha medk et lb's rcpml mryoel henpod—d m ft-,-h-she rri Pe Wim afft cb.aad rsm ad Aaami-Thu rapo.l me{rtlws R—WD. W—ioa r-d b oo A.—Wlitsaod svolteM[ a4ir+.iee.Thb mf alrona mblw bteviex 4a�'�Mfnel suUUA-1 BY meta mie T'�rw�pedu does od er�tm'DaeaariVD'ax'*1id'aY Of,�.Jis ile seine io5wmatYw hea heee Nwidm Moaros oe e�k. �==�° FIELD `>� Rraza m A s s o c i ate s, Inc. REPORT NO.: 15047DFRO42915-BR Geotechnical Engineering.Environmental Engineering Construction Testing and Inspection DATE: 4/29/2015 CONTRACTOR: Stetz Construction PROJECT#: 06615047 PERMIT#: 20140170 PROJECT: Yelm Community Center INSPECTOR: Bruce Ridgley LOCATION: 301 2nd St.SE JURISDICTION: City of Yelm KA P.M.: Bill Throne WEATHER: Mostly Cloudy TEMP: 54° Krazan and Associates representive on site for inspection as requested by client. Concrete sampling and testing for slab on grade and thicken footings within slab. Upon arrival met with contractor and reviewed placement location and requirements.The concrete was observed Being placed via pump and adequately consolidated.Mix placed this date was#1250OF from Miles. (1)set of 4x8 Cylinders were cast for compressive strength tests.For additional information refer to Krazan concrete report# 15047CRO42915-BR.A total of 57cy placed this date. Note: Clearances were maintained during concrete placement. Note: Kitchen area to be placed at another date after reinforcing steel is installed and inspected. Reviewed By: ASTM Test#: Equipment/Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Suped ntendent/Representative: Technician: S R"�k'C-7 Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 Deily Fidd Repon Revision B Ell'1iva 02/172013 rnemr u®pm,amna0d,*a°numw.murrmr�vueruWr.dm,.rm von eer,a xrr�odu<rau®rremw.nnmmewrima[��+e�med�en.eawa:ma•. .e..mmrr�m;oai�nrmmaw.wrertea.aiionmd+�a�useo�msacoamr�.aeaammrux annine..n1e n,tm®amenurionwre.�v*r�meiswmuei ar ds�emu von.vm.ya�or aoo�accepr rao-r.vu,ir orreotrs ncsmeiela>,.eoo sa ecn wo.eeetr-dn°.�� III FIELD Q K Qzm&Associates,Inc. REPORT NO.: 15047DFRO50415-JB Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 5/4/2015 CONTRACTOR: Stetz Construction PROJECT#: 66615047 PERMIT#: 20140170 PROJECT: Yelm Community Center INSPECTOR: J.Blstryski LOCATION: 301 2nd Street SE JURISDICTION: City of Yelm KA P.M.: Bill Throne WEATHER: Overcast TEMP: 61 ° azan&Associates, Inc.on site as requested for reinforcing steel bar inspection and concrete placement observation, ampling and testing at the following locations: - Kitchen Area—Slab On Grade pon arrival on site met with contractor and reviewed plan details and inspection locations. The elements of the reinforcement in the locations noted above were visually inspected and found to be in place with the correct size of bars, pacing and clearances as detailed in project plans. e concrete was Class 3000 from Cal Portland and was observed being placed via truck chute. Consolidation was erformed using mechanical vibration. Samples were obtained and tested from the point of placement. (1) Set of(5)4x8 ylinders were cast for laboratory compressive strength testing.For additional testing information and sampling details, refer o Krazan Report#15047CR050415-JB. Reviewed By: ASTM Test M Equipment(Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: '-�- 1�:s4flsk� Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 Dell,•F1dd Rrpmt R.,W.e 9 Effeuive071132013 Tbctr eeo,wov"0adsn"4VMpamfk mww=onn,a—ni'MWm 0b"Fd"di'ny.,.on,venom+eew�,eaw-,mo,'rm:d�--dX" Tbii MM Wca--m.P--b—memeWW4, bad+e1xwmko„aormmaw +:.•:uw.TbW=d timiswbjmm plic-WltovabMBWL eY,4mDk LhU�awMMpWo.dmem *TeSyan MiWfa VWidayoffeMk 'sae®eioff.iMhaen pe id dhy OM MW, soft M Krt* r;irh tr;;_�:I:n,ire si�,tr-ra fr ti Concrete Report h,.. ;; •,:_.:•r. Number: 15047CR0429156R Date: 4129/2015 Contractor: Stetz Construction Project#: 066-15047 Permit#: 20140170 Project: Yelm Community Center Inspector: Bruce Ridgley Location: 301 2nd Street SE Jurisdiction: City of Yelm Krazan PM Bill Throne Weather, Mostly Cloudy Temp: 50 Field Data Reported Batch DATA Concrete: F Slab Other Cement Type I/fl Supplier: Miles Plant No. 20613 Site Mix: Design El Actual El Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp F Temp F Weight Mix No. 1250OF 1250OF 10:25 1 68 1 213719 - 53/4 62 52 - _J Cam.Lba. 489 . 490 F.Ash Ibs. 122 121 C.Agg.Lba 1530 1526 _..�r C.Agg.Lba 350 256 Placement Area C.Agg.Lbs - Locatlon SLAB ON GRADE AND THICKENED FOOTINGS FOR BUILDING. Sand lbs 1370 1365 Water 246lbs 231lbs Admixture 7.64lbs 7.64 Ibs Admixture - Admixture - Air Ent. (Ozl cwt.! - Remarks CAST(1)SET OF(5)4X8 CYLINDERS FROM LOAD#1 (10CY) Water Added On Jorb Site� 76.40LBS OF COLOR ADDED TO MIX PER PLAN.COLOR IS (Gala.) u LISTED UNDER FIRST ADMIXTURE. Please Refer To Field Repot Number: 15047DFRO42915BR Field Test ASTM Method C143 C138 C138 Inspector: B.RIDGLEY C1064 C173 C31 OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimens Rec'd F 4/30/2015 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure A e Dim. Area # Load Strength # By Typ ASTM C39 X 1476-1 5/6/15 - 7 4.00 12.57 - 63125 5020 1 MT 3 ASTM C109 1476-2 5/27/15 - 28 - 1 ASTM C617 1476-3 5/27/15 - 28 - 1 ASTM C1231 - X 1476-4 5/27/15 - 128 1 ASTM C1019 147&5 - I H - 1 AASHTO-T22 Test Results Remarks: I conforming Results Reviewed By: Date: S I Non-Conforming Code For Break 1 V 2.Cone 3.Cone 4 / 5.Columnar Types: Cone J\ Split Shear Shear Split Offices Serving The Western United States Corx:rnw Report Re,4 Eff.10-21-00 The information pro 1ded on this report is prepaired for the exdusire use of the dient,and may not be reproduced in anyformalwithoul tho written pa.-nission of the clan and Kmran a Asaociatea Concrete Report l'Ml 41:6tojarr,•slnrhf 17c.s�frnf•S t>.; . ,;.,. :_.,,,,;..v__,.:• Number: 15047CR050415JB Date: 5/4/2015 Contractor: Stetz Construction Project* 066-15047 Permit#: 20140170 Project:Yelm Community Center Inspector: Joe Bistryski Location: 301 2nd Street SE Jurisdiction: City of Yelm Krazan PM Bill Throne Weather: Overcast Temp: 61 Field Data Reported Batch DATA Concrete: F X Other - Cement Type Ill/ Supplier: CalPortlancI Plant No. 272 Site Mix: Design EKI Actual Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp F Temp F weight Mir No. 63013 63013 11:45 7638 1 1140731 - 41/4 69 61 - Cam.Lbs. 550 551 F.Ash the. - - C.Agg.Lbe 1960 1953 C.Agg.Lbe - - Placement Area C.Agg-Lbs - - Location KITCHEN AREA-SLAB ON GRADE. Sand Ibs 1330 1315 Water 250lbs 238lbs Admixture 15 oz 15 oz Admixture - - Admixture - Air Ent. (Ozruwt.) Remarks CAST(1)SET OF(5)4X8 CYLINDERS FROM LOAD#1 (7.25CY) Water Added On Job Site ADMIXTURE AT RIGHT IS WRDA 64. (Cafe.) Please Refer To Field Repot Number: 15047DFR060415JB Field Test ASTM Method C143 X C138 Inspector: J.BISTRYSKI C1064 X 0173 C31 X I OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimens Recd 5/5!2015 Cyl. Test Field Wt. Max Comp. Set I Tested Brk Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39 X 1502-1 5/11/15 - 7 4.00 12.57 - 61175 4870 1 MT 3 ASTM C109 1502-2 611115 - 28 - 1 ASTM C617 1502-3 611/15 - 28 - 1 ASTM C1231 X 1502-4 6/1/15 - 28 - 1 ASTM C1019 1502-5 - H - 1 AASHTO-T22 Test Results Remarks: Conforming Results Reviewed By: ,��- �. Dale �)- ! Non-Conforming Code For Break 1 X 2.Cone 3.Cone / 4 s.columnar Types: Cone Split Shear Shear Split Offices Serving The Western United States comreteRep rtRay.4 Ex.to-2voe The Wormaeon provided an m.report k prepalred for the exdu"vee o!the diem,and may wt be reproduced in any format r:idnut the written p—Imion of the olian and Krazan::..aeodafes Concrete Report Kra � --- — m �l tth�,l�- lre xt a n V'S -n, Number: 15047CRO41515MM Date: 4/1512015 Contractor: Stetz Construction Project#: 066-15047 Permit#:20140170 Project:Yelm Community Center Inspector: Marty Mundy Location: 301 2nd Street SE Jurisdiction: City of Yelm Krazan PM Bill Throne Weather: Sunny Temp: 55 Field Data Reported Batch DATA Concrete: - Other Cement Type I/lI Supplier: Miles Plant No. 206B Site Mix: Design [i] Actual Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp F Temp F Weight Mix No. 12500E 1250OF 12:55 1 M077 1 213369 - 5 64 55 - cem.Lbs. 489 494 F.Ash Ios. 122 121 C.Agg.Lbs 1530 1509 C.Age.Lbs 350 362 Placement Area C.Agg.Lbs - Location SLAB ON GRADE AT GRIDLINES 1-2/A-B Sand ibs 1370 1378 Water 213 213 Admixture - - AdmixNre - Admixture - Alr Ent (OzirwL} - Remarks Water Added On Job Site (Gals.) 10 Please Refer To Field Repot Number: 15047DFR041515MM Field Test ASTM Method C143 X C138 Inspector: M.MUNDY 01064 LXJ 0173 C31 I X I OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimens Recd 4!16/2015 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39 X 1422-1 4/22115 - 7 4.00 12.57 - 482BO 3840 1 JS 3 ASTM C109 1422-2 5/13/15 - 28 4.00 12.57 - 71130 5660 1 MT 3 ASTM C617 1422-3 5113/15 - 28 4.00 12.57 - 71180 5660 1 MT 3 ASTM C1231 X 14224 5/13/15 - 128 4.00 12.57 - 70025 5570 1 MT 3 ASTM C1019 1422-5 - I H - 1 AASHTO-T22 Test Results Remarks: X Conforming Results Reviewed By: I ate: Non-Conforming Code For Break 1 2.Cone 3.Cone / 4 / 5.Columnar Types: Corte / \ Split Shear Shear Split Offices Serving The Western United States Corcrele Report Re,4 Eft.10-21-08 The information provided on this report la prepared for am ex4Aatim use of the lord,en l may rnl be reproduced in arty formetwhhoul the wrihen permission of the disn and Known d Associates I With OJ!",�in tfv� 11'e-.rr�F", Concrete Report r:.•r- :�.:;:;:.:�_(r, Number. 15047CRO42915BR Date: 4129/2015 Contractor: Stetz Construction Project#: 066-15047 Permit#: 20140170 Project:Yelm Community Center Inspector: Bruce Ridgley Location: 301 2nd Street SE Jurisdiction: City of Yelm Krazan PM Bill Throne Weather: Mostly Cloudy Temp: 50 Field Data Reported Batch DATA Concrete: Slab Other - Cement Type 1/II Supplier: Miles Plant No. 2068 Site Mix: Design EKI Actual EKI Slump Mix Air Unit Time Truck# Ticket# %Air Inch Tamp Tamp Weight MIxWO. 1250OF 1250OF 10:25 1 68 213719 - 5 314 62 52 - _J cam.Lbs. 489 490 F.Ash Ibs. 122 121 C.Agg.Lbs 1530 1526 C.Agg,Lbs 350 256 Placement Area o.Agg.Lbs - Location SLAB ON GRADE AND THICKENED FOOTINGS FOR BUILDING. Sand lbs 1370 El Water 245lbs 231 Jbs Admixture 7.64lbs 7.64lbs Admixture - Admlxture - Air Ent. Remarks CAST(1)SET OF(5)4X8 CYLINDERS FROM LOAD#10 OCY) Water Added On Job Site 76.40LBS OF COLOR ADDED TO MIX PER PLAN,COLOR IS (Gals_) r� LISTED UNDER FIRST ADMIXTURE. Please Refer To Field Repot Number: 15047DFRO42916BR Field Test ASTM Method 0143 X C138 Inspector: B.RiDGLEY 01064 I X 1 0173 C31 X OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimens Recd 4!3012015 Cy'. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39 X 1476-1 5/6/15 - 7 4.00 12.57 - 63125 5020 1 MT 3 ASTM C109 1476-2 5127/15 - 28 4.00 12.57 - 80855 6430 1 JS 3 ASTM C617 1476-3 5127/15 - 28 4.00 12.57 - 77220 6140 1 JS 3 ASTM C1231 X 1476-4 5/27/15 - 28 4.00 12.57 - 79400 6320 1 JS 3 ASTM C1019 1476-5 - H - i AASHTO-T22 Test Results Remarks: Ad X I Conforming Results Reviewed By: Dat : 7►— r Non-Confonrting Code For Break 1 2.Cone 3.Cone / 4 / s.coiumner Types: Cone / Split Shear Shear Split Offices Serving The Western United States Concrete Radon Rev.4 Eff.10-21-06 The Informelion proviaed on this report m prepeied for the exclusive—of the ciienl,and may not be reproduoed in any formal wahoul the written permission of the then and Kremn&Asaaclatan