Loading...
HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-3 (2) Professional Service Industries,Inc. �/Q� Information 6032 N.Cutter Circle.Suite 480 Portland,OR L CCB No. 1/76269217 ( q ^/ .�x G� To Build On Phone:(503)289-1778 S( L_^✓7 o Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:06Is4137-94 Issue No: t Client: VVAL-MART STORES, INC. CC: Those test results apply only to the specific locations and materials noted and may not represent env other locations or elevaAOns-this report may not be reproduced except 2001 S E 10TH ST BLAKE JOHNSON, BOB in lull,without written permission by Professional Service Industries, Inc. t non- compliance compliance appears on this report, to the extent that the reported no ompliance MAIL STOP 5570 GARRISON,CAITLIN impacts the project.the resolution is outside the PSI scope of engagement. BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, DAVID NICHOLS, ERIC D—L_/" EVENSON, KATYRYN Project: WM 4178-00 SPRINGFIELD OR TO JERKOVICH, ROBERT SPRINGFIELD, OR CASTILE,WILSON HU Approved Signatory: Deborah Priest(Special Project Manager) - Date of Issue: 6/12/2013 Date: 6/3/2013 Technician: Dale Russell Crestview Construction Co., on site placing 3/4" moisture conditioned aggregate for the front vestibule entrance including the 8" thickend edge, as per detail S6/5, the aggregate was placed in 8" loose lifts and compacted using a "jumping jack" style plate compactor, finish work was completed using a vibratory plate compactor, all field density tests resulted in meeting or exceeding the minimum 95% compaction requirements, see daily field report for specific test results. Dynasty Concrete Co., on site working on placing forms for the various curb and gutter bars of the parking lot areas within the East parking lot area, see sheet C-2.0, note 3 and detail C-9.0/7. Haps Masonry Co., on site placing the approved Alpine Ledgestone Chardonnay cultured stone (spec sec 04730-2.1/A) with the approved mortar ( spec sec 4200-2.4/A-3,B) being SPEC MIX, Type S, meeting the requirements of ASTM C-270 as mixed on site with 2-3 oz per batch of TAMMS, AKKRD-7T Polymer adhesive, as per detail Sheet A 3.2/1 and 2, being placed for the columns and knee wall veneers just East of gridline G from 1 to 1.8. Cast (4) 2 x 4 cylinders for compressive strength verification testing at 7 and 28 days. Dynasty Concrete Co., on site working on setting the forms and re-steel layout for the front entrance along grid line G/1.9 to 3.1. ©2000-2013 QESTLab by SpectraDEST.com Page 1 of 1