HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-4 Professional Service Industries.Inc.
� IIZf OY/YlLlllOi� Portland,N.,OR Circle,Suite 480
tj](/�/'��J J i Build yr Portland,OR 97217 S r-/ u 10✓ut4U On Phone:(503)289-1778 J 1.2_ ^�� 70
Engineering • Consulting • Testing Fax' 289-1918
Concrete Field Report
Report No: FC:06s eNo: 1
Issue No: 1
Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials 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 written permission by Professional Service
5570 CAITLIN NUGENT industries,Inc.If a non-compliance appears on this report.to the extent that
the reported non-compliance impacts the project,the resolution is outside the
BENTONVILLE, AR 72716-5570 DAVID NICHOLS PSi scope of engagement.
ERIC EVENSON
Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH
SPRINGFIELD, OR ROBERT CASTILE
WILSON HU Approved Signatory:Deborah Priest(Special Project Manager)
Date of Issue: 6/12/2013
General Field Data
Technician: Dale Russell
Test Date: 6/4/2013
Weather: Clear
Test Results
Set No. Specimens Ticket Time Time Cubic Slump(in) Air Content Air Temp. Concrete Unit Weight
Made Batched Unloaded Yards (%) (°F) Temp.(°F) (lb/ft')
Placed
0654137-95-C1 4 Site Batched 09:00 _' 09:10 1.0 66 l 77
0654137-95-C2 5 3978341 08:55 I 09:10 10.8 1 4.00 1.20 69 1 72 1 14a3
Location & Remarks
General Location: Knee walls and columns East of gridline G
Set No. Location Remarks
Mixed on site by Haps Masonry
Approved Mortar: SPEC MIX,Type S mixed per manufacturers
0654137-95-C1 Veneer for knee walls and columns at grids 1 to 1.5 recommendations,meeting ASTM C 270/C 1714 requirements.
With 1-1.5 oz of Tamms AKKRD-7T,polymer adhesive added
per 80#bag.
General Location: Store front entrance
Set No. Location Remarks
Vestibule, East of gridline G from 1.8 to 3.1,miscellaneous
S.O.G.repairs at gridlines B.2/4.8-5,a 4"raised S.O.G in the
0654137-95-C2 electrical room at approx grids A/1.1-1.5 and approximately 3 Mix ID#081-7RNE5300,This is a non air entrained mix.
yds were placed as concrete bedding around the grease
interceptor per detail 8 of Sheet P2. l
Mix Data
Set No. Supplier _ _ J_ Mix _ Design Strength(psi)
0654137-95-C1 'i :2000
0654137-95-C2 Knife River 1081-35CE4C00 ,3500
Notes Remarks
Sampled from Stationary Mixer(ASTM C 172.52.1)
Sampled from Revolving Drum Truck Mixer(ASTM C 172.5.2.3)
Form No:18971,Report No:FC:0654137-95 ®20002011 OESTLab by Specfra0ESTcom Page 1 of 1