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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-17 (4) Professional Service Industries,Inc. / �Q p Information 6032 N.Cutter Circle,Suite 480 n Portland,OR 97217 I N'E,/ T Build CCB No.176269 ��_ O r-/ 1�Uul�u- On - Phone:(503)289-1778 Engineering•• Consulting •• Testing Fax:(503)289-1918 Report No: FC:065 Concrete Field Report Isssue sue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and malenals noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full.without wntten permission by Professional Service 5570 CAITLIN NUGENT Industnes,Inc.It a non-compliance appears on this report,to the extent that the reported non-compliance impacts the protect,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU -z YONG HO Approved Signatory:Deborah Priest(Special Project Manager) Date of issue: 6/18/2013 General Field Data Technician: Dale Russell Test Date: 6/17/2013 Weather: Clear Test Results Set No. Specimens Ticket Time Time Cubic Slump(in) Air Air Temp. Concrete Unit Yield.(ft') Made Batched Unloaded Yards Content (°F) Temp.(°F) Weight Placed (%) (1b/ft') 6.5 0654137-133-C1 5 3976332 07:06 08:00 13.8 4.00 4.60 66 70 __' 141.9 ; 10.8_ 0654137-133-C2 5 3976347 15:00 03:30 21.5 4.00 5.80 1 88 • 73 1 139.6 t 10.9 Location & Remarks General Location: Siidewalk east of gidline G/6"S.O.G.for Organic waste apron Set No. Location Remarks Dynasty Concrete Co,on site placing 10.75 yds of Knife River Mix ID#081-7RNE7E00 4000 psi structural concrete for the sidewalk and the apron of the organic waste enclosure. Sidewalk East of gridline G/3.2-6 Iall concrete was placed directly from the mix truck into the 0654137-133-C1 :6"S.O.G just West of the Organic Waste enclosure w/W6 x 6 Iforms,all concrete was consolidated by hand and broom welded wire fabric. finished.Sampled mid load of 1st truck and performed testing for slump,air entrainment, temperature,unit weight,and yield, !cast(1)set of(5)4 x 8 cylinders for compressive strength _ _ __ _ _ 'verification testing at 7,28 and 56 days. General Location: Compactor S.O.G Set No. Location Remarks I ._ _ . ;Dynasty Concrete Co.,placed 21.5 yds of Knife_River Mix_ID# '081-50NE7E00 5000 psi structural concrete for the 6" 6"Compator S.O.G.at Gridlines A.7-B from 2.6-3.6 also 6" compactor S.O.G. 0654137-133-C2 S.O.G.at Gridlines A.7-B from 3.6-4.0 w/W6 x6 welded wire 'All concrete placed was consolidated by hand and hand fabric. I finished,sampled mid load of the first truck and performed testing for slump,air entrainment,temperature,unit weight,yield land cast(1)set of(5)4 x 8 cylinders for compressive strength • I verification testing at 7,28 and 56 days. Mix Data Set No. Supplier Mix Design Strength(psi) 0654137-133-C1 Knife River I - :4000 0654137-133-C2 Knife River 15000 • Notes Remarks Sampled from Revolving Drum Truck Mixer(ASTM C 172,523) Form No: 18071,Report No:FC:0654137-133 ©2000-2011 OESTLab by SpectraOEST.com Page 1 of 1 •