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20140170 Community Center Krazan USNA FIELD ��i� REPORT NO.: 15047DFR042815-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. 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•Puyallup(253)939-2500 Daily Field Rgemt Reriaion 8 EEec1ive o21l3(2ol3 The inlhrmatkw Cta•'fded m Wa,Wn a W�sa&a iEe ou:bdw¢te d'tbe etimt lLs M1prt IDSYaolbes5'�aas`�l m ae mmet va6on the rE1mP�ss>o^aftDe ctimt end%ss a a:Awo.�m.Thi„apol vdic:t..am�s{n1as obrm slbn uvl ia,eR mdta h sW m sde ca°Giluu ce4 wol,ecC[ -Kiel A!-mfbtmalan i.S*j to review taimM f°nl eutena'1 D,�i ba-4M",—&I".d—nda¢g1 fav,Wilye 1—ft by anima w lile. FIELD WKraz $Ass o c i a t e s, I n c. REPORT NO.: 15047DFR042915 f3R Geotechnical Engineering.Environmental Engineering Construction Testing and Inspection DATE: 4/29/2015 CONTRACTOR: Stetz Construction PROJECT#: 06615047 PERMIT M 20140170 PROJECT: Yelm Community Center INSPECTOR: Bruce Ridgley LOCATION: 301 2nd St.SE JURISDICTION: City of Yelm IKA 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#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: 4 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. g Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 Deity Field Repon Revision8 Ef.&q 02/IY2013 T1w hr dm Mm,am ne this rq xispnpa 0WQ,r uueruu eft.TbUre ..y-WnX,,&-d- f -bb-I mew,n-r mm�xme 0K dxre: .—ft+ wreon—i. d—;oa—bb..dm--dhi.- d mu« eJvnie'..T6b mf®0 mkjw wmi prix In&a sdimi L9y sYihB Nu,e" km—does MW,�GV vBdAYOf—ft&T3es^menfiMmaUOV W Mm p,.,dd b.m—.0. FIELD Q4Kruzan&Ass o c i ate s,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.Bistryski 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#: 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 Dell;Fidd Report Revision B E13'ec4ve 02/19I2013 Tnemr n;iva wovlid�wrt curt unapoeE rtk lLe ercnssnena or,ne ctimt nu,emn m.r om ee+epma ma.oy pm.twuWm�,lu.Tnen mdbabo d'me a7w em lit w/Mwda-ntii lepw mtlica—mpa2o$OWM uon..aumapmdwbewamrixa dkiw aoa� w4'.du.TbishflmiioviswbpGb2.ie p,m.01'sopi=kul Bre�6m8 WL�,W®t ammtpeum do®mtan 1pac�lnY @r'�dlY OftauM_7h—bPouatlo WvbM[>VAdM91bmm&he I i t• fth aj;a:a.n r l `t catrTR(,� Concrete Report Number: 15047C RO42915 BR Date: 4/29/2015 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 1 1/II Supplier: Miles Plant No. 2068 Site Mix: Design �X Actual aX 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 - Cem.Lbs. 489 . 490 F.Ash lbs. 122 121 C.Agg.Lba 1530 1526 C.Agg.Lba 350 256 Placement Area C.Agg.Lbs - - Location SLAB ON GRADE AND THICKENED FOOTINGS FOR BUILDING. Sand lbs 1370 1365 Water 245lbs 231lbs Admixture 7.64lbs 7.64lbs Admixture - Admixture - - Air Ent. (Ozlcwt.) - Remarks CAST(1)SET OF(5)4X8 CYLINDERS FROM LOAD#1 (10CY) Water Added On Job Site 76.40LBS OF COLOR ADDED TO MIX PER PLAN.COLOR IS (Gals.) LISTED UNDER FIRST ADMIXTURE. Please Refer To Field Repot Number: 15047DFRO42915BR Field Test _ ASTM Method C143 X C138 Inspector:1 B.RIDGLEY C1064 X 0173 C31 X OTHER Laboratory Data Design Strength 3000 At 26 Days Date Specimens Rec'd 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 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 f Non-Conforming Code For Break 1 2.Cone 3.Cone 4 / a.columnar Types: Cone / \ Split Shear Shear I Split Offices Serving The Western United States Concrete Report Re,4 En.10-21-00 The irdormelbr,pmNded on IMe report le propeired for the uae of the diem,end maynot b reproducad in any formal without tho writton pe.-nieaion of the clan and Kmzan 8 Aaandatae rr:c/t Concrete Report Number: 15047CR050415JB Date: 5/4/2015 Contractor: Stetz Construction ProjectM 066-15047 Permit#: 20140170 Project:Yetm Community Center Inspector: Joe Bistryski Location: 301 2nd Street SE Jurisdiction: City of Yelm Krazan PM Bill Throne Weather: Overcast Temp: 51 Field Data Reported Batch DATA Concrete: F X Other - Cement Type 1 1/II Supplier: Calportland Plant No. 272 Site Mix: Design a] Actual Q Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp Temp weight Mix No, 63013 63013 11:45 1 7638 1 1140731 - 4114 69 61 - Cem.Lbs. 550 551 F.Ash lbs. - - C.Agg.Lbs 1960 1953 C.Agg,Lbs - - Placement Area C.Agg.Lbs - - Location KITCHEN AREA-SLAB ON GRADE. sand Ibs 1330 1315 Waller 250lbs 238lbs Admixb,re 15 oz 15 oz Admixture Admixture Afr Ent. (Oztcwt.) - Remarks CAST(1)SET OF(5)08 CYLINDERS FROM LOAD#1 (7.25CY) Water Added On Job Site ADMIXTURE AT RIGHT IS WRDA 64. (cats.) Please Refer To Field Repot Number: 15047D FR05041 i5JB Field Test ASTM Method C143 C1'8 C138 Inspector: J.BISTRYSKI C1064 C173 C31 OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimens Recd 5/5/2015 Cyl. Test Field Wt. Max Comp. Set Tested Brie Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ 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: M conforming Results Reviewed By: Da e: - 11- 15 Non-Confotming Code For Break 1 2.Cone 3.Cone / 4 5.column er Types: Cone / \ Split Shear Shear Split Offices Serving The Western United States Concrete Report Re,4 ER.10.21.08 The inlormadon proAded on Na report is prnpalrad for the exdud%wee of the died,and may not be reproduced n any formal uhhwd the w4nen parmiasion of the alien and Krezen_...seodates �ifs �r1 Concrete Report ■-i. rY h ul''t.•.., i }ee f ' a 1 n+ S ,,;:, „�,;c .:•: ..x.__'f, Number: 15047CR041515MM 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: - Other Cement Type I/11 Supplier: Miles Plant No. 2068 Site Mix: Design FRI Actual El Slump Mix Air Unit Time Truck# Ticket# %Air Inch Temp TempF 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-B Sand Ibs 1370 1378 Water 213 213 Admixture - - Admixture - - Admixture - - Air Ent - Remarks Water Added On Job Site (Gals.) 10 Please Refer To Field Repdt Number: 150470FR041515MM Field Test ASTM Method C143 X C138 Inspector:1 M.MUNDY 01064 I X I C173 C31 X OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimens Recd 4/16/2015 Cyl. Test Field Wt. Max Camp. Set Tested Brk Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39 X 1422-1 4/22/15 - 7 4.00 12.57 - 48280 3840 1 JS 3 ASTM C109 1422-2 5/13115 - 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: r J Non-Conforming Code For Break 1 2.Cone 3.Cone / 4 / 5.Columnar Typos: Cone / \ Split Shear Shear Split Offices Serving The Western United States Concrete Report Re,4 Elf.10-21-08 The iiformexton provided on lh.report is prepaied far dw—IuN.use of tie client,an 1 may rot be reproduced in any format without the written permission of the lien and Kramn A Aesncistea W;ria 4 Concrete Report _ :Nicn 2+3c<<in drr N e :ra r.5 Number: 15047CRO42915BR Date: 4/29/2015 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 UII Supplier: Miles Plant No. 2068 Site Mix: Design a Actual EKI Slump Mix Air Unit Time Truck Ticket# %Air Inch Tamp Tamp Weight MIxHo, 1250OF 1250OF 10:25 1 68 1 213719 - 53/4 62 52 - Cam.Lbs. 489 490 F.Ash lbs. 122 121 C.Agg,Lbs 1530 1526 C.Agg,Lbs 350 256 Placement Area C.Agg.Lbs - - Location SLAB ON GRADE AND THICKENED FOOTINGS FOR BUILDING. Sand lbs 1370 1365 water 245lbs 231lbs Admixture 7.64lbs 7.64lbs Admixture - - Admixture - Air Ent. (ozI cWt) _ - Remarks CAST(1)SET OF(5)4X8 CYLINDERS FROM LOAD#1 (10CY) 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: 15047DFR042915BR Field Test ASTM Method C143 X C138 Inspector: B.RiDGLEY C1064 X C173 C31 1 X I OTHER Laboratory Data Design Strength 3000 At 28 Days Date Specimens Recd 4/30/2015 Cyl- Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dim. Area # Load Strength # By Typ ASTM C39 X 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 5127/15 - 128 4.00 1 12.57 - 79400 6320 1 JS 3 ASTM C1019 1476-5 - H - 1 AASHTO-T22 Test Results Remarks: X Conforming Results Reviewed By: Dale: y— Non-Conforming Code For Break 1 2.Cone 3.Cone / I 4 I 5.colt mner Types: Gone / \ Split Shear Shea Split Offices Serving The Western United States Concrete Rodort Rev.4 EH.10-21-08 The infam 6-p—idad an thl,ropart.prapemd for Iha exduc u of tre dlent,and may Wt be reproduced in any format ah-i do written pe•mfaslonof the dien and Kmmn&Associates