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Community Center KrazanU-�aZM&Associates,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 4/28/2015 PROJECT* 06615047 PROJECT: Yelm Community Center LOCATION: S01 2nd St. SE KA P.M.: Bili Throne FIELD REPORT NO.: 15047DERO42815-BR CONTRACTOR: Stetz Construction PERMIT* 20140170 INSPECTOR: Bruce Ridgley JURISDICTION: City of Yelm 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. Reviewed By: ASTM Test #: Equipment/Asset Numbegs): 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 m Puyallup (253) 939-2500 Daily Field Report Reriaion 8 Effective 0 211 3/201 3 Theih-1kwP-idedm Wn,WnTh Vag MY aol be>grodoeadmae,menetvaloftwdUmp=i—athcc1J=end X= 2&Aw6— Thi aim wdiweRre.a b sodm,u WmGiax cedwnllecCa e-Kie- Tbl-mf elan w5objep to review 16-M Wal -haa'1 D, �ilwa6 wis--hmeda d---.1 m'Rbmiblhy fa smJidir/ a WO, "Iae same n4�snm aaa bem Nwidea h, a—an eek. e! KrazangAssociates,Inc. Geotechnical Engineering . Environmental Engineering Construction Testing and Inspection DATE: 4/29/2015 PROJECT #: 06615047 PROJECT: Yelm Community Center LOCATION: 301 2nd St. SE KA P.M.: Bill Throne FIELD REPORT NO.: 15047DFRO42915-BR CONTRACTOR: Stetz Construction PERMIT M 20140170 INSPECTOR: Bruce Ridgley JURISDICTION: City of Yelm 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 #12500F from Miles. (1) set of 4x8 Cylinders were cast for compressive strength tests. For additional information refer to Krazan concrete report # 15047CR042915-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: To the best of my ASTM Test M Equipment/Asset Number(s): the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative. Technician. g it -Y-7 Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 - Puyallup (253) 939-2500 Deity Ficid Repon Revision 8 Ef .&q 02/1 Y2013 The h( dm Kmided m this rqm isX -W W the-dativeuseofeh fi t.76ia,epwt .y otth m,,& -d -i forma riWwe me w,nuar mmmu xmeaam aed Xr r ,,TM ndi—hm onwviim,na+vtma x,u. eemm si —dai—d womu« attivme'.. 16b bf dm h��oawmY Vdir In Hoel sd,mimL 9Y sY�BNu,eOOM. muinm%dm does rolacrepl,w-pe'nvD@t'YGv wlidaYofremM1.c 73e s^the nfamaUov haeMm Novi0n7 tr: ulIlas oo ®z Krr1�L�"aza&Associates,lnc. Geotechnical Engineering *Environmental Engineering Construction Testing and Inspection DATE: 5/4/2015 PROJECT #: 66615047 PROJECT: Yelm Community Center LOCATION: 301 2nd Street SE KA P.M.: Bill Throne FIELD REPORT NO.: 15047DFRO50415-JB CONTRACTOR: Stetz Construction PERMIT #: 20140170 INSPECTOR: J. Bistryski JURISDICTION: City of Yelm WEATHER: Overcast TEMP: 61 ° & Associates, Inc. on site as requested for reinforcing steel bar inspection and concrete placement observation, g and testing at the following locations: - Kitchen Area — Slab On Grade arrival on site met with contractor and reviewed plan details and inspection locations. The elements of the rcement in the locations noted above were visually inspected and found to be in place with the correct size of bars, .g and clearances as detailed in project plans. to concrete was Class 3000 from Cal Portland and was observed being placed via truck chute. Consolidation was rformed using mechanical vibration. Samples were obtained and tested from the point of placement. (1) Set of (5) 4x8 linders were cast for laboratory compressive strength testing. For additional testing information and sampling details, Krazan Report #15047CR050415-JB. 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. S uperintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Wdi ,Field Report RevisionB E13'm4vc 02/19I2013 Tb,bf ;peW—Wft lh erclvsAenz ofthe ctimt. lb'I_W me, nN buMmdmadm®y Rr_tl dh tbw vrivmp="wditdiW d&-m&Nnda- Ibis tepw, hWi— m.'pa $Oben ditu atiapmdabaWdWftk dki—&WawVeM[ am,'-tix. "ibis iotdmetiw uwbpGto saiew �mi,r b+Hoel sWwtifL1 B, e�6md8 dLLsnyvS atQmtpeum do®mtan�lt pa�c�lnY @r �'�ddY OfmuM_ The®eu,Po�Nvb¢wpt�AdMolbmm&b& ♦- air a motet. 1i1� Krnmifrh aj; a `I .n r h� ` ,,t rR (,� Concrete Report Number: 15047CRO42915BR Date: 4129/2015 Project #:"066-15047 Project: Yelm Community Center Location: 301 2nd Street SE Krazan PM Bill Throne Field Data Concrete: F Slab Supplier: I Miles Contractor: Stetz Construction Permit #: 20140170 Inspector: Bruce Ridgley Jurisdiction: City of Yelm Weather. Mostly Cloudy Temp: 50 Other I - Plant No. 1 2068 1 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp F Temp F Weight 10:25 1 68 1 213719 1 - 1 53/4 1 62 1 52 1 - Placement Area Location SLAB ON GRADE AND THICKENED FOOTINGS FOR BUILDING. Remarks CAST (1) SET OF (5) 4X8 CYLINDERS FROM LOAD #1 (10CY) 76.40LBS OF COLOR ADDED TO MIX PER PLAN. COLOR IS LISTED UNDER FIRST ADMIXTURE. Please Refer To Field Repot Number: 15047DFRO42915BR Inspector:1 B.RIDGLEY Reported Batch DATA Cement Type 1 1/II Design �X Actual aX Mix No. 1250OF 1250OF Cern. Lbs. 489 490 F. Ash lbs. 122 121 C. Agg. Lbs 1530 1526 C. Agg. Lba 350 256 C. Agg. Lbs - - Sand lbs 1370 1365 Water 245 lbs 231 lbs Admixture 7.64 lbs 7.64 lbs Admixture - Admixture - - Air Ent. (OzJCWt.) Water Added On Job Site (Gals.) Field Test ASTM Method C143 X C138 C1064 X C173 C31 X OTHER Laboratory Data Design Strength 3000 At 26 Days Date Specimens Recd 4/30/2015 Cyl. Code Test Field Date Cure A e Dim. Area Wt. Max Comp. # Load Strength Set Tested Brk # By Typ Test Method 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 - 1 ASTM C617 1476-3 5/27/15 - 28 - 1 ASTM C1231 X 1476-4 5/27/15 - 28 - 1 ASTM C1019 1476-5 - H - 1 AASHTO-T22 Test Results Remarks: Conforming Results Reviewed By: Date: S i Non -contorting Code For Break Types: 1 1XI Cone 2. Cone Split 3. Cone Shear 4a. Shear coiumner Split Offices Serving The Western United States Cancrele Raped Re, 4 En. 10-21-00 Tha information pmNded on the raped ie prepeired for the exdud- uea of the diem, and —ynot be reproducad in any rermelwbout tho writion pa.-nizzion of the din and Kmzan 8 Aeendatns Kr, Date: 5/4/2015 Project M 066-15047 Project: Yelm Community Center Location: 301 2nd Street SE Krazan PM Bill Throne Field Data Concrete: F X Supplier: I Calportland - - fi :dr vJJ.f i5 In t,1rf �! Cs%t rn F• S Other I- Concrete Report Number: 15047C R050415J B Contractor: Stetz Construction Permit #: 20140170 Inspector: Joe Bistryskl Jurisdiction: City of Yelm Weather: Overcast Temp: 51 Plant No. 1 272 Site Mix: Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp Temp Weight 11:45 1 7638 1 1140731 1 - 1 4 114 1 69 1 61 Placement Area Location KITCHEN AREA - SLAB ON GRADE. Remarks CAST (1) SET OF (5) 08 CYLINDERS FROM LOAD #1 (7.25CY) ADMIXTURE AT RIGHT IS WRDA 64. Please Refer To Field Repot Number: 15047D FROS0415J B Inspector : I J.BISTRYSKI Reported Batch DATA Cement Type 1 1/11 Design a] Actual QX Mix No, 63013 63013 cam. Lbs. 550 551 F. Ash lbs. - - C. Agg. Lbs 1960 1953 C. Agg, Lba - - C.Agg.Lbs - - sand lbs 1330 1315 Water 250 [be 238 lbs Admixture 15 oz 15 oz Admixture - - Admixture - - Air Ent. (Oztcwt.) - Water Added On Job Site (Gels.) 1=J Field Test ASTM Method Age Dim. C143 Wt. Max Comp. # Load Strength C138 Test Method ASTM C39 X C1064 TX C173 - 61175 C31 OTHER 1 MT 3 Laboratory Data Design Strength 3000 At 28 Days Date Specimens Recd 5/5/2015 Cyl. Code Test Field Date Cure Age Dim. Area Wt. Max Comp. # Load Strength Set Tested Brk # By Typ Test Method ASTM C39 X 1502-1 5/11115 - 7 4.00 12.57 - 61175 4870 1 MT 3 ASTM C109 1502-2 6/1/15 - 28 - 1 ASTM C617 1502-3 611/15 - 28 - 1 ASTM C1231 X 1502-4 6/1115 - 28 - 1 ASTM C1019 1502-5 - H - 1 AASHTO-T22 Test Results Remarks: Conforming Results Reviewed By: Da e: 57 - 11-15 Non -Conforming Code For Break Types: 12. Cone / \ Cone Split 3. Cone Shear / 4 Shear zi s. column er Split Offices Serving The Western United States Concrete Report Re, 4 En. 10.21.08 The information proAded on drls report is prepelred for the exdusiee rae of Itre diem, erd may mt be reproduced n any format uhhwd the written permission of the alien and Krezen _... seodates Date: 4/15/2015 Project #: 066-15047 Project: Yelm Community Center Location: 301 2nd Street SE Krazan PM Bill Throne rY ii11 uiT r Ta '!ee yt"e; r,'a T1s Concrete Report +, +.;•: ,., r.__� Number: 15047CRO41515MM Contractor: Stetz Construction Permit #: 20140170 Inspector: Marty Mundy Jurisdiction: City of Yelm Weather: Sunny Temp: 55 Field Data Concrete: �� - Other Supplier: Miles Plant No. 2068 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp F Temp F weight 12:55 1 M077 1 213369 - 1 5 1 64 1 55 1 - Placement Area Location SLAB GRADE AT GRIDLINES 1 -2/A -B Remarks Please Refer To Field Repat Number: 150470FR041515MM Inspector:1 M.MUNDY Reported Batch DATA Cement Type I Ill l Design F X] Actual Mix No. 1250OF 1250OF Cam. Lbs. 489 494 F. Ash lbs. 122 121 C.Agg.Lbs 1530 1509 C. Agg. Lbs 350 362 C. Agg. Lbs - - Sand Ibs 1370 1378 Water 213 213 Admixture - - AdmixtJre - Admixture Air Ent (Ozlcwt.y - - Water Added On Job Site (Gals.) 10 Field Test ASTM Method C143 X C138 C1064XI C173 X C31 OTHER Laboratory Data Design Strength 1 3000 At 28 Days Date Specimens Recad 4!1612015 Cyl. Code Test Field Date Cure Age Dim. Area Wt. Max Camp. # Load Strength Set # Tested By Birk Typ Test Method ASTM C39 X 1422-1 4/22/15 - 7 4.00 12.57 - 48280 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 5/13/15 - 28 4.00 12.57 - 71180 5660 1 MT 3 ASTM C1231 X 1422-4 5113115 - 128 4.00 12.57 - 70025 5570 1 MT 3 ASTM C1019 1422-5 - H - 1 AASHTO-T22 Test Results Remarks: X Conforming Results Reviewed By: Date: 1 — J Non -Conforming Code For Break Types: 12. Cone / \ Cone Split 3. Cone Shear / 4 Shear / 5. Columnar Split Offices Serving The Western United states Concrete Report Re, 4 Eff. 10-21-0e The information provided on lhm report is prepalred for the exeYbWe use of the tiers, an 1 may rot be reproduoed in any format without the written permission of the digin and Kramn A Associates �. IAI r _.` Date: 4/29/2015 Project* 066-15047 Project: Yelm Community Center Location: 301 2nd Street SE Krazan PM Bill Throne Field Data Concrete: Slab Supplier: Miles t Concrete Report NiCie2+3�c<<inrkr r: •t :. , . ;:..__o, Number: 15047CRO42915BR Contractor: Stetz Construction Permit #: 20140170 Inspector: Bruce Ridgley Jurisdicdon: City of Yelm Weather: Mostly Cloudy Temp: 50 Other I - Plant No. I 2066 Site Mix: Slump Mix Air Unit Time Truck # Ticket # % Air Inch Temp F Temp F Weight 10:25 1 68 1 213719 1 - 1 5 314 1 fit 1 52 1 - Placement Area Location SLAB ON GRADE AND THICKENED FOOTINGS FOR BUILDING. Remarks CAST (1) SET OF (5) 4X8 CYLINDERS FROM LOAD #1 (10CY) 76.40LBS OF COLOR ADDED TO MIX PER PLAN. COLOR IS LISTED UNDER FIRST ADMIXTURE. Please Refer To Field Repot Number: 15047DFR042915BR Inspector: I B.RiDGLEY Reported Batch DATA Cement Type UI I Design a Actual EKI MIXNo, 1250OF 1250OF Cam. Lbs. 489 490 F. Ash lbs. 122 121 C. Agg, Lbs 1530 1526 C. Agg, lbs 350 256 C. Agg. Lbs - - sand lbs 1370 1365 water 245 lbs 231 lbs Admixture 7.64 Ito 7.641bs Admixture - - Admixture - Air Ent. 3 ( oz I CWt.) 1476-4 Water Added On Job Site 28 4.00 12.57 (Gals.) o Field Test ASTM Method C143 X C138 C1064 X C173 C31 1 X I OTHER Laboratory Data Design Strength 1 3000 At 28 Days Date Specimens Recd 4/30/2015 Cyl- Code Test FieldWt. Date Cure Age Dim. Area Max Comp. # Load Strength Set Tested # By Brk Typ Test Method ASTM C39 X 1476-1 516115 - 7 4.00 12.57 - 63125 5020 1 MT 3 ASTM C109 1476-2 5127115 - 28 4.00 12.57 - 80855 6430 1 JS 3 ASTM C617 1476-3 5/27/15 - 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 - 1 AASHTO-T22 Test Results Remarks: Ad X Conforming Results Reviewed By: n.4- y_ f I- Non -Conforming Code For Break Types: 1 Gone X / \ 2, Cone Soli[ 3. Cone Shear / ,X Shear If.column r Split Offices Serving The Western United States Concrete R.d rt Rev.4 EH. 10-21-08 The Infammtfon p—idad an thl, rapart %prepamd for the exdudn uw of the diart, and may not be repmdumd in any farmet wahout the written t*,,n%Mon of the digin and Kmmn & Associatee