HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-23 (6) Information Professional Service Industries,Inc.
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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: Grid lines g @1.4to1.6
Reinforcing: Verts #5 @32" horizontal # 5 @32"
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 another date
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