HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-22 (3) Professional Service Industries,Inc.
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Infortion 6032 N.Cutter Circle,Suite 480
Portland,OR 97217
�° aTo Build On CC6 No.176269 �` —� 7
Phone:(503)289-1778 �J
Engineering • Consulting • Testing • Fax (503)289-1918
Slab on Grade Observation Report Report No: SGI:065ss
Issue a No:
Client: WAL-MART STORES, INC. CC:
2001 S E 10TH ST BLAKE JOHNSON, DALE
MAIL STOP 5570 RUSSELL, DAVID NICHOLS,
BENTONVILLE, AR 72716-5570 ERIC EVENSON, KATYRYN
JERKOVICH, ROBERT
CASTILE,WILSON HU
Project: WM 4178-00 SPRINGFIELD OR TO
SPRINGFIELD, OR Approved Signatory:
Dale of Issue:
General Details
Date: 5/22/2013 Technician: Dale Russell
Weather: Sprinkling
Location:
Plans Used: MI Contract Drawings ❑Approved Shop Drawings
Current Date and Revision/Submittal No. on Drawings: 11/16/12 Revision 1 dated 2/21/13
Drawing (page) and Detail Nos.: S2/3. S4. S6/4
Formwork
Formwork, if required, appears to conform to contract document requirements. YES
Forms appear to be plumb. YES
Dimensions appear to be correct. YES
Orientation appears to be correct. YES
Debris appears to have been removed from formed areas. YES
Forms appear to be lubricated for removal, if applicable. N/A
Forms do not appear to be excessively deformed or damaged. YES
Forms appear to be properly constructed. YES
Reinforcement
Longitudinal and transverse reinforcing steel appears to be of the correct size and spacing. YES
Longitudinal and transverse reinforcement bars appear to have correct lap length. YES
Hooks provided appear to be as detailed. YES
Reinforcing appears to have proper concrete cover. YES
Embedment plates appear to be correct size and have proper stud count and size. N/A
Embedment plates appear to be located properly. N/A
Remarks
All concrete was consolidated using H/F vibrators, all concrete was hand finished.
"R/I"indicates Re-Inspection is needed.
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