HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-24 (5) t rn Professional Service Industries.Inc.
o Information 6032 N.Cutter Circle,Suite 480
Podland,OR 97217
t
CCB No.176269 1 370
To Build On Phone:(503)289-1778 Z -2
Engineering • Consulting• Testing Fax:(503)289-1918
Concrete Test Report Report No: CON:06541 N
Issue ssue No:
2
Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and matetals 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 repon,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 —c_..„.47
WILSON HU Approved Signatory:Deborah Priest(Special Project Manager)
Date of Issue: 6/6/2013
Mix Data
Mix Data Submitted By Knife River Material Source Amount Moisture W.)
Supplier Knife River Cement(Ib) 5845 N/A
Plant Fly Ash (Ib) 1570 N/A
Mix Identification 7RNE5300 Coarse Agg 1 (Ib) 3/4 Crush 10170 2.80
Specified Design Strength(psi) 3500 at age 28 days Coarse Agg 2(Ib) 3/4 10050 2.90
Design Unit Weight(pcf) 147.9 Fine Agg(Ib) SAND 13530 3.50
Cement Factor(Sacks/yd') 7.26 Admix Agg (Ib) Pozz 80 296.0 N/A
Water-Cement Ratio(Ib/Ib) 0.38 Water(gal) 188.0 N/A
Details of Sample
Date Sampled 5/24/2013 Date Received 5/27/2013 - Measured Specified
Slump(in) ASTM c 143 4.00 2 TO
General Location Interior,61 freezer lopping slab,truck dock walls,51/2'5.0.6.6' Slump w/plasticizer(in) N/A
Sample Location frrn eezertonpping Slab a t°e Air Temp(°F) 53
p e r��m a
Curing Method Three day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 62
Field Sample No Field Cure Temp(°F) High Air Content(Ye) ASTM c 231 1.60 3.5 To 6.5
Low Unit Weight(pcf) ASTMC 136 147 147.9
Contractor Dynasty Concrete Batch Size(yd') 10.8
Truck No. 387 Ticket No. 3975813 Water Added(gal) Before 0
Sampled By Dale Russell After 0
Submitted By Dale Russell Time Batched 08:26
Weather Overcast with wind Time Sampled 21:20
Est.Wind(mph) 0-4mph Yd'Placed 25.8 Time Placed 09:10 •
Est. Rh(Ye) 63 Time In Truck(mins) 44
Compressive Strength of Concrete Cylinders ASTM C 39
Specimen ID Date Tested Age Dimensions(in) Area(in2) Type of Ultimate Fracture Compressive Required
(Days) Diameter Height Cap Load (Ibf) Type/Remark Strength(psi) Strength (psi)
0654137-60-C1\1 05/31/13 7 4,01 8.00 12.63 U 64060 2 5070
0654137-60-C1\2 06/21/13 28 U 3500
0654137-60-C1\3 06/21/13 28 U 3500
0654137-60-C1\4 06/21/13 28 U 3500
0654137-60-C1\5 07/19/13 56 U 3500
Average 28 Day Compressive Strength(psi)
•
Notes Remarks
1,Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end;01314:Cone 8 Shear,
2.Specimen(s)Prepared to ASTM C 31 Mix ID 081-7RNE5300.Cylinder frequency at 7,282828,H
3.Capping fl=aonded ASTM C 617,U=Unbonded ASTM C 1231.C=Combined first two loads place with the use of a pump truck,last load place directly from mix truck into
forms.
Form No,18970.Report No:CON:0654137.60-C1 @ 2000-2011 OESTLab by Spectra0ESLCOm Page 1 oft