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Miscellaneous Field Test & Inspection Report 2013-5-23 (5)
IrearInfot"m anon Professional Service Industries,Inc. - JS © 6032 N.Cutter Circle,Suite 480 ///��-�� Portland.OR 97217 � C.l ?© To Build On • Phone:(503)289-1778 $ ( Engineering • Consulting • Testing Fax:(503)289-1918 Masonry Observation Report Report No: MIR:0654137-53 No:: Client: WAL-MART STORES, INC. CC: 2001 S E 10TH ST BLAKE JOHNSON, DAVID MAIL STOP 5570 _ NICHOLS,ERIC EVENSON, BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH, ROBERT CASTILE,WILSON HU Project: WM 4178-00 SPRINGFIELD OR TO SPRINGFIELD, OR Approved Signatory: Date of Issue: General Details Date: 5/23/2013 Technician: Glenn Meek Location: 8" CMU wall grid line g© 1.4 to 1.6 to the 11 the course Reinforcing: # 5 verts at 32" PC and #5 horizontal @ 32" oc General Are footing/grade beam dowels: Projection as per drawings? YES Spacing as per drawings? YES Size as per drawings? YES Are wall reinforcing bars: Properly spaced? YES Properly tied? N/A Proper lap lengths? YES Proper size? YES Proper number? YES Walls Are masonry walls plumb within tolerance? (Tolerance = 0.25 inch in 10 feet) YES Are cells to be filled free of excessive mortar? YES Is space between hollow metal frames and masonry filled solid? N/A Masonry Unit Installation Are head joints full? YES Are bed joints full? YES Are widths at mortar joints within specifications? (Width = inch max.) YES Mortar Batching of mortar observed? YES Are mortar compressive strength specimens to be molded? YES Grouting Are areas to be grouted properly cleaned and free of debris? YES Is this high lift grouting? YES Is this low lift grouting? NO Is grout slump/flow in accordance with specification? (Slump/flow = inch) N/A Is grout properly consolidated? N/A Is cleanout size and spacing in accordance with project specifications? YES Is minimum clearance of reinforcing maintained? YES Are grout compressive strength specimens to be molded? NO Remarks Contractor to grout at a later date 02000-2013 OESTLab by SpectraOEST.com . Page 3 ol 3