HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-4 (6) Professional Service Industries,Inc.
C-p Infonnationl
) 6032 N.Cutler Circle.Suite 480
n To Build On
Portland,OR 97217
CCB No. 176269
Phone:(503)289-1778
Engineering• Consulting• resting Fax:(503)289-1918
Concrete Test Report Report No: CON:0654137-95 :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 tun,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 r�/
Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH
SPRINGFIELD, OR ROBERT CASTILE
WILSON HU Approved Signatory.Deborah Priest(Special Protect Manager)
Date of Issue: 6/12/2013
Mix Data
Mix Data Submitted By Material Source Amount Moisture(%)
Supplier Cement(Ib) N/A
Plant Fly Ash (Ib) N/A
Mix Identification Coarse Agg(Ib)
Specified Design Strength(psi) 2000 at age 28 days Fine Agg(Ib)
Design Unit Weight(pcf) Admix Agg (Ib) N/A
Cement Factor(Sacks/yd') Water(gal) N/A
Details of Sample
Date Sampled 6/4/2013 Date Received 6/5/2013 Measured Specified
Slump(In) ASTM C 143
General Location Knee walls and columns East of gridline G Slump w/plasticizer(in) N/A
Sample Location Veneer for knee walls and columns at grids 1 to Air Temp(°F) . 66
Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 77
Field Sample ID C1 Field Cure Temp(°F) High Air Content(%) ASTM c 173
Low Unit Weight(pcf) ASTM c 138
Contractor Batch Size(yd') 0.5
Truck No. N/A Ticket No. Site Batched Water Added(gal) Before
Sampled By Dale Russell After
Submitted By Glenn Meek Time Batched 09:00
Weather Clear Time Sampled 09:29
Est.Wind (mph) 0-3mph Yd'Placed 1.0 Time Placed 09:10
Est. Rh (%) 52 Time In Truck(mins) 10
Compressive Strength of Molded Masonry Mortar Cylinders ASTM C 780
Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required
(Days) Diameter Height Cap Load(Ibt) Type/Remark Strength(psi) Strength(psi)
0654137-95-C1\1 06/11/13 7 2.00 4.28 3.14 B 4875 3 1550
0654137-95-C1\2 06/11/13 7 2.00 4.28 3.14 B 4540 3 1450
0654137-95-C1\3 07/02/13 28 B 2000
0654137-95-C1\4 07/02/13 28 B 2000
Average 28 Day Compressive Strength(psi)
Notes Remarks
Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314:Cone 8 Split,
Mixed on site by Flaps Masonry
Approved Mortar:SPEC MIX,Type S mixed per manufacturers recommendations.meeting ASTM
C 270/C 1714 requirements.
With 1-1.5 az of Tams AKKRD-7T,polymer adhesive added per 604 bag.
Form No:18970.Report No:CON:0654137-95-C1 02000.2011 OE5TLab by Spec(raoESTcom Page 1 of 1