Loading...
HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-14 (3) spezotZ-02310 Professional Service Industries,Inc. Infonwtion 6032 N.Cutter Circle,Suite 480 ���'�' Portland,OR 97217 CCB No.176269 \///��� �' �'� T�Build On Phone:(503)289-1778 2 '30 .�t'/t�-��"�' tit Engineering • Consulting • Testing Fax:(503)289-1918 ` Concrete Test Report Report No: CON:0654137-11 N Issue No: 2 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 e'evations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in lull,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 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/24/2013 Mix Data • Supplier Site Mix Type S Mortar Plant Mix Identification Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 6/14/2013 Date Received 6/20/2013 Measured Specified Date Grouted Slump(in) ASTM C 143 General Location On Site Slump w/plasticizer(in) N/A Sample Location On Site Air Temp(°F) 64 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 70 • Field Sample No Field Cure Temp(°F) High Air Content(Y0) ASTM C 231 Low Unit Weight(pcf) ASTM C 138 Contractor Batch Size(yd') Truck No. NA Ticket No. NA Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched Weather Clear Time Sampled 12:00 Est.Wind(mph) NA Yd'Placed Time Placed Est. Rh(%) D Time In Truck(mins) Compressive Strength of Grout ASTM C 1019 Specimen ID Date Tested Age Dimensions(in) Percentage Type of Ultimate Fracture Compressive Required (Days) Width Length Height Out of Plumb Cap Load(Ibf) Typ&Remark Strength(psi) Strength(psi) 0654137-112-C1\1 06/21/13 7 2.03 2.00 2.00 0 U 6380 3 ' 1570 0654137-112-C1\2 06/21/13 7 2.04 2.00 2.00 0 U 5975 3 1470 0654137-112-C1\3 07/12/13 28 2.01 2.00 2.01 0 U 8690 3 2160 2000 0654137-112-C1\4 07/12/13 28 2.02 2.01 2.01 0 U 8985 3 2210 2000 Average 28 Day Compressive Strength(psi) 2190 • • Notes Remarks I.Sampling and Construction to ASTM C 1019 Fracture Type/Remarks:3=C39:yeti cracking/no cones:C1314:Cone&Split, Applicable ASTM standards unless otherwise indicated: Slump: C143. • Form Na 19970,Report No:CON:0654137-11201 ©2000-2011 CESTLab by SpecrraOEST.com Page 1 of 1 ] �y . Professional Service Industries.Inc. /,1 12 c 0_;Informatyion 6032 N.Cutter Cmle,Suite 480 Portland,OR 97217 7' r a TO D /�/ CCB No. 176269 Gl ..... • L7 ulLCC On. Phone:(503)289-1778 ( Engineering • Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0 6541 3 7-1 8 N Issue No: 3 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 ERIC EVENSON PSI scope of engagement. KATYRT CASTILE ICH __ Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE � f// SPRINGFIELD, OR WILSON HU /' • Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 9/3/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement 1 (Ib) CalPortland,type I-II 1630 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 slag 440 N/A Mix Identification 40NE7C00 Fly Ash(Ib) N/A Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4" Crushed Rock Delta 2670 1.80 Design Unit Weight(pcf) 142.3 Coarse Agg 2(Ib) 3/4" PCC Rock Delta 2810 2.50 Cement Factor(Sacks/yd') 7.34 Fine Agg (Ib) PCC Sand, Delta 3520 3.60 Water-Cement Ratio(Ib/Ib) 0.39 Admix Agg 1 (Ib) BASF AE-90 9.0 N/A Admix Agg 2(Ib) BASF Pozzolith 80 86.0 N/A Water(gal) Well/Eugene R-Mix, Plant 52.0 N/A Details of Sample Date Sampled 7/8/2013 Date Received Measured Specified Slump(in) ASTM c 143 4.00 2 to 4 General Location Store front entrance Slump wl plasticizer(in) N/A Sample Location Stamped concrete at entry. Air Temp(°F) 74 Curing Method Concrete Temp(°F) ASTM c 1064 78 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 4.20 1.5 u1 65 Low Unit Weight(pcf) ASTM c 138' 142 142.3 Contractor Dynasty Concrete Batch Size(yd') 3 Truck No. 396 Ticket No. 3976801 Water Added(gal) Before 0 Sampled By Dale Russell After 0 ' Submitted By Dale Russell Time Batched 10:00 Weather Clear Time Sampled 10:50 Est.Wind(mph) 0-3mph Yd'Placed 3.0 Time Placed 10:40 Est. Rh (%) 47 • Time In Truck(mins) 40 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area (in') Type of Ultimate' Fracture Compressive Required (Days) Diameter Height Cap Load(lbf) Type&Remark Strength(psi) Strength(psi) 0554137-187-C1\1 07/15/13 7 4.02 8.02 12.66 U 51205 3 4040 0654137-187-C1\2 08/05/13 28 4.01 8.01 12.63 U 76800 3 6080 4000 0654137-187-C1\3 08/05/13 28 4.01 8.01 12.63 U 78025 3 6180 4000 0654137-187-C1\4 08/05/13 28 4.01 8.01 12.63 U 77880 3 6170 4000 0654137-187-C1\5 09/02/13 56 4.01 8.01 12.60 U 77760 3 6170 4000 Average 28 Day Compressive Strength(psi) 6140 Notes Remarks I.Sampling to ASTM 0172 Fracture Type/Remarks.3=C39:Vert cracking/no cones:C13)4:Cone&Split, 2.Specimen(s)Prepared to ASTM C 31 Dynasty Concrete Co.,on site to place 3.0 yds of Knife River Mix ID#081-40NE7000,4000 psi 3.Capping B=Bonded ASTM C 6)7,U=Unbonded ASTM C 1231,C=Combined structural concrete for the stamped area at the front entrance. Dynasty used the approved colored hardener being Bomanite Color Hardener Color #CH-00061-60,BC-1"Cobblestone Grey"with the release agent#CH-00167-60,BC-1,"Natural Grey",with the Bomanite 6"x 6"Granite Setts stamp. All concrete placed was hand finished and hand consolidated prior to the stamping taking place. Received sample mid load of truck and performed testing for slump,air entrainment,temperature, unit weight,and yield,cast(1)Set of(5)4 x 8 cylinders for compressive strength verification testing at 7,38 and 56 days. Form No:18970.Report No:CON:0654 t 37-187-C1 ©2000-2011 OESTLab by SpeclracESTccm Page 1 oft Professional Service Industries,Inc. { ; i' Inf bmotion 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 � .aQ To Build On CCB No, 176269 Phone:(503)289-1778 Engineering • Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-187 1 Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest 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.It 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 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE ((. SPRINGFIELD, OR WILSON HU 1'` Approved Signatory:Deane Ramsdell(Special Project Manager) Date of Issue: 7/20/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement 1 (Ib) CalPortland,type I-II 1630 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 slag 440 N/A Mix Identification 40NE7C00 Fly Ash (lb) N/A Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (lb) 3/4"Crushed Rock Delta 2670 1,80 Design Unit Weight(pcf) 142.3 Coarse Agg 2(Ib) 3/4" PCC Rock Delta 2810 2.50 Cement Factor(Sacks/yd') 7.34 Fine Agg(Ib) PCC Sand, Delta 3520 3.60 Water-Cement Ratio(Ib/Ib) 0.39 Admix Agg 1 (Ib) BASF AE-90 9.0 N/A Admix Agg 2(Ib) BASF Pozzolith 80 86.0 N/A Water(gal) Well/Eugene R-Mix, Plant 52.0 N/A Details of Sample Date Sampled 7/8/2013 Date Received Measured Specified Slump(in) ASTM C 143 4.00 2 To 4 General Location Store front entrance Slump w/plasticizer(in) N/A Sample Location Stamped concrete at entry. Air Temp(°F) 74 Curing Method Concrete Temp(°F) •ASTM c 1064 78 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 4.20 3,5 TO 6.5 Low Unit Weight(pcf) ASTM c 138 142 142.3 Contractor Dynasty Concrete Batch Size(yd') 3 Truck No. 396 Ticket No. 3976801 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 10:00 Weather Clear • Time Sampled 10:50 Est.Wind(mph) 0-3mph Yd'Placed 3.0 Time Placed 10:40 Est. Rh(%) 47 Time In Truck(mins) 40 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load (Ibf) Type/Remark Strength(psi) Strength(psi) 0654137-187-C1\1 07/15/13 7 4.02 8.02 12.66 U 51205 3 4040 0654137-187-C1\2 08/05/13 28 U 4000 0654137-187-C1\3 08/05/13 28 U 4000 0654137-187-C1\4 08/05/13 28 U 4000 0654137-187-C1\5 09/02/13 56 U 4000 Average 28 Day Compressive Strength(psi) Notes Remarks I.Sampling to ASTM C 172 Fracture Type/Remarks:3=C39::Vert cracking/no cones;01314:Cone 8 Split, 2.Specimen(s)Prepared to ASTM C 31 Dynasty Concrete Co_on site to place 3.0 yds of Knife River Mix ID#081-40NE7C00,4000 psi 3.Capping B=Banded ASTM C 617,U=Unbonded ASTM C 1231,c=Combined structural concrete for the stamped area at the front entrance. Dynasty used the approved colored hardener being Bomanite Color Hardener Color #CH-00061-60,BC-1'Cobblestone Grey"with the release agent ttCH-00167-60,BC-1,'Natural Grey".with the Bomanite 6'x 6"Granite Setts stamp. All concrete placed was hand finished and hand consolidated prior to the stamping taking place. Received sample mid load of truck and performed testing for slump.air entrainment,temperature. unit weight,and yield,cast(I I Set of(5)4 x 8 cylinders for compressive strength verification testing at 7,38 and 56 days. Form No 18970.Report No.CON:0654137-187-C1 @2000-2011 OESTLab by SpectraoESTcom Page 1 of 1 i Professional Service Industries,Inc. c . In f or7nation 6032 N.Cutter Circle,Suite 480 /--r Portland,OR 97217 l�L/ CCB No.176269 To Build On Phone:(503)289-1778 7 ,ugziary ngineering• Consulting • Testing Fax:(503)289-1918 Concrete Field Report Report No: FC:065N No: 1 Isssue sue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific ns 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 without wappe appears on permission port,Professional t the ent that 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 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU YONG HO Approved signatory:Deborah Priest(special Prolecl Manager) Date of Issue: 7/17/2013 General Field Data Technician: Dale Russell • Test Date: 7/10/2013 Weather: Clear Test Results Set No. Specimens Ticket Time Time Cubic Slump(in) Air Air Temp. Concrete Unit Yield.(ft') Made Batched Unloaded Yards Content (SF) Temp.(°F) Weight Placed (%) (lb/ft') 0654137-189-C1 5 3976871 09:03 09:45 3.0 3.75 i 4.00 j 70 78 ; 142.2 3.0 Location & Remarks General Location: Store front entrance Set No. Location Remarks • A-1 Straight Line on site placing 3.0 yds of Knife River Mix ID# 081-40NE7000,4000psi structural concrete for the flagpole 0654137-189-C1 Flagpole footing footing and the remainder of the concrete was used to fill 5 miscellaneous bollards located in front of the division and screen walls at the truck dock,the bale and pallet storage screen walls, and in front of the organic waste screen walls. Mix Data Set No. Supplier Mix Design Strength(psi) 0654137-189-C1 Knife River ,40NE7C00 14000 Notes Remarks Sampled from Revolving Drum Truck Miser(ASTM C 172.5.2.3) • • Form No:18971,Report No:FC:0654 t37-189 ©2000-2011 OESTLab by Specfra0ESicom Page 1 oft rO Information Professional Service Industries,Inc. 1--� 6032 N.Cutter Circle,Suite 460 /Engineedng Portland,OR 97217 EL 2 • .To Build On CCB Na 176269 Phone:(503)289-1778 • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065IssNo: 1 Issuue e No: 1 Client: WAL-MART STORES, INC. CC: These test results apply only to the speak locations and materials noted and may not represent any other locations or elevations.This report may lot be reproduced,ex cent 2001 S E 10TH ST BLAKE JOHNSON, BOB in full,velhout written permission by Professional service Industries, Inc.II a con compliance appears on this moon,to the extent that me reported non-compliance MAIL STOP 5570 GARRISON,CAITLIN imparts me protect,the resolution is outside the PSI scope at engagement. BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN _ � JERKOVICH, ROBERT BERT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG SPRINGFIELD, OR HO 'Approved Signatory: Deborah Priest(Special Protect Manager) Date of Issue: 7/17/2013 Date: 7/10/2013 Technician: Dale Russell True Green Land Care is on site finishing the work on the various curb islands and the remaining irrigation line installation behind the bale and pallet storage area, this includes placing and completing the topsoil and turf installation for the drainage areas, verified topsoil periodically to be a minimum of 5" prior to the sod placement. Lane Forest Products is on site completing the placement of bark for the remaining curb islands and planters. A-1 Straight Line is on site completing the flagpole base install, see daily field reports for specific placement details with concrete and re-steel. A-1 is also placing the bolt down bollards for the Organic Waste area, these bollards have been filled with concrete after placement with the remainder of the concrete form the flagpole footing. On site to attend a phone conference with S.D.Deacon, Salem Seal Coat, PacLand and PSI, concerning the issues with the seal coat within the parking lot areas of the Walmart property, being curing conditions, tracking soft spots, ect. ©2000-2013 DESTLab by SpectraoEST,com Page 1 of 1 0 Professional Service Industries,Inc. G,7 p Information 6032 N.Cutter Circle,Suite 480 /���-7 Portland.OR 97217 U �O To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-18 N 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 without written permission port,Professional t 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 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory:Deane Ramsdell(Special Project Manager) Date of Issue: 7/20/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement 1 (Ib) CalPortland,type I-II 1660 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 slag 535 N/A Mix Identification 40NE7C00 Fly Ash(Ib) N/A Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4"Crushed Rock Delta 2650 1.80 Design Unit Weight(pcf) 142.3 Coarse Agg 2(Ib) 3/4" #4 Crush, Delta 2800 2.50 Cement Factor(Sacks/yd') 7.34 Fine Agg (Ib) PCC Sand, Delta 3480 3.70 Water-Cement Ratio(lb/lb) 0.39 Admix Agg 1 (lb) BASF AE-90 9.0 N/A Admix Agg 2(Ib) BASF Pozzolith 80 84.0 N/A Water(gal) Well/Eugene R-Mix, Plant 47.0 N/A Details of Sample Date Sampled 7/10/2013 Date Received Measured Specified Slump(in) 3.75 3—5 General Location Store front entrance Slump w/plasticizer(in) N/A Sample Location Flagpole footing Air Temp(°F) 70 Curing Method Concrete Temp(°F) ASTM c 1054 78 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 4.00 3.5—6.5 Low Unit Weight(pcf) ASTMC138 142.2 142.3 Contractor Batch Size(yd') 3 Truck No. 690 Ticket No. 3976871 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 09:03 Weather Clear Time Sampled 10:00 Est.Wind(mph) 0-5mph Yd'Placed 3.0 Time Placed 09:45 Est. Rh (%) 52 Time In Truck(mins) 42 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) Type/Remark Strength(psi) Strength(psi) 0654137-189-C1\1 07/17/13 7 4.01 8.02 12.60 U 62440 3 4950 0654137-189-C1\2 08/07/13 28 U 3500 0654137-189-C1\3 08/07/13 28 U 3500 0654137-189-C1\4 08/07/13 28 U 3500 0654137-189-C1\5 09/04/13 56 U 3500 Average 28 Day Compressive Strength(psi) Notes Remarks I.Sampling to ASTM C 172 Fracture Type/Remarks:3=C39:Vert cracking/no cones:01314:Cone&Split, 2.Specimen(s)Prepared to ASTM C 31 A-1 Straight Line on site placing 3,0 yds of Knife River Mix ID#081-40NE7000,4000psi 3.Capping t3=9onded ASTM C 617,U=Unhonded ASTM C 1231,C=Combined structural concrete for the flagpole footing and the remainder of the concrete was used to fill 5 miscellaneous bollards located in front of toe division and screen walls at the truck dock,the bale and pallet storage screen walls,and in front of the organic waste screen walls. Form No:18970,Report No:CON:0654137-189-C1 ©2000-2011 OESTLab by SpectraOESTccrn Page 1 of 1 -"-"" - .2 q/ v l y Professional Service Industries,Inc. 1.p A Information auction 6032 N.Cutter Circle,Suite 480 j Y Portland,OR 97217 iii r ��Q , ��/ S��-20� CCB No. 176269 boo' „.. TO BLII�CI On 2-O?� Q Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report • Report No: CON:0654137-18 N Issue No: 3 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and matenals 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 lull,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.It 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 ERIC EVENSON PSI scope of engagement. ROB RT CASTILE ICH _- - Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE L�%// SPRINGFIELD, OR WILSON HU Approved Signatory.Deborah Pries(Special Project Manager) Date of Issue: 9/6/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(Ye) Supplier Knife River Cement 1 (Ib) CalPortland,type I-II 1660 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 slag 535 N/A Mix Identification : ,. 40NE7C00 Fly Ash (Ib) N/A Specified Design Stregth(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4"Crushed Rock Delta 2650 1.80 Design Unit Weight(pcf) 142.3 Coarse Agg 2(Ib) 3/4" #4 Crush,Delta 2800 2.50 Cement Factor(Sacks/yd') 7.34 Fine Agg(Ib) PCC Sand, Delta 3480 3.70 Water-Cement Ratio(Ib/Ib) 0.39 Admix Agg 1 (Ib) BASF AE-90 9.0 N/A Admix Agg 2(Ib) BASF Pozzolith 80 84.0 N/A Water(gal) Well/Eugene R-Mix, Plant 47.0 N/A Details of Sample Date Sampled 7/10/2013 Date Received Measured Specified Slump(in) 3.75 3-5 General Location Store front entrance Slump w/plasticizer(in) N/A Sample Location Flagpole footing Air Temp("F) 70 Curing Method Concrete Temp(°F) ASTM C 1064 78 Field Sample No Field Cure Temp(°F) High Air Content(To) ASTM C 231 4.00 3.5-6.5 Low Unit Weight(pcf) ASTMC 138 142.2 142.3 Contractor Batch Size(yd') 3 Truck No. 690 Ticket No. 3976871 Water Added(gal) Before 0 Sampled By Dale Russell After 0 • Submitted By Dale Russell Time Batched 09:03 Weather Clear Time Sampled 10:00 Est.Wind(mph) 0-5mph Yd'Placed 3.0 Time Placed 09:45 Est. Rh(%) 52 Time In Truck(mins) 42 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load (lbf) Type/Remark Strength(psi) Strength(psi) 0654137-189-C1\1 07/17/13 7 4.01 8.02 12.60 U 62440 3 - 4960 0654137-189-C1\2 08/07/13 28 4.01 8.00 12.63 U 88390 2 7000 3500 0654137-189-C1\3 08/07/13 28 4.01 8.03 12.63 U 90510 3 7170 3500 0654137-189-C1\4 08/07/13 28 4.01 8.00 12.63 U 88710 2 7020 3500 0654137-189-C1\5 09/04/13 56 4.01 8.01 12.63 U 99465 3 7880 3500 Average 28 Day Compressive Strength(psi) 7060 • Notes Remarks I.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end;01314:Cone 8 Shear.3= 2.Specimen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones:C1314:Cone 8 Split. 3.Capping B=Bonded ASTM C 617.U=Unbonded ASTM C 1231.C=Combined A-1 Straight Line on site placing 3.0 yds of Knife River Mix ID a 081-40NE7C00,4000psi structural concrete for the flagpole footing and the remainder of the concrete was used to fill 5 miscellaneous bollards located in front of the division and screen walls at the(ruck dock,the bale and pallet storage screen walls,and in front of the organic waste screen walls. Form No:18970.Report No:C0N0654137-189-C1 ©2000.2011 OESTLab by SpectraoESTcom Page 1 of 1 (� / rp Information Professional Service Industries,Inc. �-^� 6032 N.Cutler Circle,Suite 480 ,/ Portland,OR 97217 l LCG9�° .To Build On CCB No.176269 Phone:(503)289-1778 Engineering •• Consulting •• Testing Fax:(503)289-1918 Reinforcing Steel Observation Report Report No: RSI:065Iss Issue No:e No: 1 WAL-MART STORES. INC. these test results apply only to the spear locations and materials noted and may not Client: CC: represent any other locations or elevations.This report may not be reproduced.p cent 2001 S E 10TH ST BLAKE JOHNSON, ERIC in tat.hMthom wnnen permission by PM(essonal Service Industries.Inc.If a non MAIL STOP 5570 compliance appears on this report.to the extent that the reported non-compliance EVENSON,KATYRYN impacts the proiect the resolution'isoase the PSI scope of engagement BENTONVILLE,AR 72716-5570 CASTILE,WILSON SON ROBERT 0--L_/g CA STILE,WILSON HU, YONG HO Project: WM 4178-00 SPRINGFIELD OR TO SPRINGFIELD, OR Approved Signatory: Deborah Priest(Special Project Manager) Date of Issue: 7/172013 General Details Date: 7/10/2013 Technician: Dale Russell Weather: Clear General Location: Walmart Neighborhood Market#4178 Location a Footing ❑Slab-On-Grade ❑Elevated Slab ❑Piers ❑Columns ❑Beam ❑Pilaster ['Wall Panel ❑Foundation Wall ❑Other: Flagpole footing at store front entrance General Details (cont.) Building/Unit No. store #4178 Elevation (ft): Specific Location (grid lines):5' Northeast of gridline 3 Plans Used: •Contract Drawings ❑Approved Shop Drawings Current Date and Revision/Submittal No. on Drawings: 11/02/12 Drawing (page) and Detail Nos.: Reinforcing Steel Size & number of bars as specified Yes Bars properly tied and positioned Yes Lap lengths as specified N/A Bars properly supported on chairs,...N/A Spacing of bars as specified Yes Bars clean (no foreign matter) Yes Dowels in place and tied N/A Clearance around rebar as specified Yes Epoxy coating specified N/A Rebar epoxy coated N/A Non-Conformance Items Description Who Notified How/ Date Corrected Comments A-1 Straight Line is on site placing the concrete for the flagpole footing, rebar has been properly oriented to accommodate the ground sleeve for the flagpole and 3"of clearance has been verified from the cage to the edges of the 24"x 6'6" drilled hole, a #4 bar has been tack welded to the sleeve and has been embedded into earth to a verified depth of 12". All previously mentioned details as per sheet SP2/6. ©2000-2013 DESTLab by SpectraoEST.com Page 1 of 1 Professional Service Industries,Inc. ��^ Info' Y/YlLltlon 0032nd,OR Cutter Circle,Suite 480 �//��W, (..3..O Portland,OR 97217 U �a To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:0654137-190 Issue No: 1 W AL-MART STORES, INC. These test results apply only to me speorc scagons and materials noted are may not Client: CC: represent any other locations or eleva'gns.This report may rot be reproduced.except 2001 S E 10TH ST BLAKE JOHNSON, BOB tn tall snout Written pe,missen by Protessenal Service Irdusuies. Ina ll a non MAIL STOP 5570 compliance appears on this report,to the extent that the reposed no comprnce GARRISON,CAITLIN impacts the protect.tee resolution isoutsate the PSI scope of engagement_ BENTONVILLE, AR 72716-5570 NUGENT,DALE RUSSELL, ERIC EVENSON,KATYRYN _ � JERKOVICH, ROBERT BERT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU, YONG SPRINGFIELD, OR HO 'Approved Signatory: Deborah Priest(Special Project Manager) Dale of Issue: 7/17/2013 Date: 7/11/2013 Technician: Dale Russell A-1 Straight Line is on site placing the (3) remaining bollards at the storefront at approximately grid lines G/3.2, these bollards are for the handicap parking stalls. the holes were verified to be 4' in depth prior to the bollard placement. Shield Painting Corp., is on site completing the painting of the canopies for the cart storage area, the bale and pallet storage area, the organic waste area, and the trash compactor area, these areas are now finished. A-1 has painted the "No Parking Fire Lane"text on the fire lane curbs per Detail 6/C-8.1, A-1 has also laid out the "Safety Corridor" for the receiving room per detail on Sheet A-1, this is scheduled to be painted tomorrow. A-1 has installed the signage for the handicap areas on the CMU wall directly in front of the parking stalls including the "Van Accessible" signage along grid-line G. • • • • ©2000-2013 DESTLab by SptctraOEST.com Page 1 of 1 (� Professional Service Industries,Inc. /) ��I12fOi7YlCltlOi2 P032n.,OR 97217 Suite 480 Lf/S/ t� 3 Portland,OR 97217 r7� T Build j CCB No.176269 + +�Uul`�` On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Field Report Report No: FC:065o: • Isssue sue N No: 1 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and matenals 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 lull,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this reportt to the extent that the reported noncompliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU YONG HO Approved Signatory:Deane Ramsdell(Special Project Manager) Date of Issue: 7/20/2013 General Field Data . Technician: Dale Russell Test Date: 7/16/2013 Weather: Mild, Clear, Humid Test Results Set No. Specimens Ticket Time Time Cubic Slump(in) Air Air Temp. Concrete Unit Yield.(ft') Made Batched Unloaded Yards Content (°F) Temp.(°F) Weight Placed (To) (lb/ft') 0654137-206-C1 5 3977051 15:55 ; 16:30 I 2.9 I 4.00 5.00 73 79 142.0 2.9 Location & Remarks General Location: Misc,Site signage pole bases( 13 total ) Set No. Location • Remarks Miscellaneous site signage(13 placed)within the Walmart IA-1 Straight Line on site placing the Knife River Mix ID# parking lot area. 1081-40NE7C00,4000 psi structural concrete for the sign post 0654137-206-C1 Sample received during placement of the"STOP"sign at the !bases being placed at the required places as per detail within • truck entrance at the North West end of the Walmart property. the parking lot areas of the Walmart property. 4000 psi concrete placed,3500 psi concrete required. Mix Data Set No. Supplier Mix _ Design Strength(psi) 0654137-206-C1 Knife River ,40NE7000 4000 • • Notes Remarks Applicable ASTM standards unless otherwise indicated: Making Samples: C31 (except sec. 10.1.2);Slump: C143;Air Content: C231 (except sec.6);Temperature: 01064; Sampling: 0172; Grout: C1019; Slump-Flow: C1611;Mortar: 0109; Flow: C1437. Form No:18971,Report No:FC'.0654137-206 ©2000-2011 OESTLab by Spectra0EST.com Page 1 of 1 Professional Service Industries,Inc. Gf�.J O Info�7nation 6032 N_Cutler Circle,Suite 480 Portland.OR 97217 r�JQ CCB No.176269 To Build On Phone:(503)289-1778 Engineering• Consulting • Testing Fax:(503)289-1918 Concrete Test Report • Report No: CON:0654137- N M Issue ue No: 4 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 NUG ENT 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 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD,OR WILSON HU • -z Approved Signatory:Deborah Priest(Special Protect Manager/ Date of Issue: 9/10/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(V.) Supplier Knife River Cement 1 (Ib) CalPortland,Type I- II 1650 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 Slag 410 N/A Mix Identification 40NE7C00 Fly Ash(Ib) N/A Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4"-#4 Crushed Rock, 2640 1.00 Design Unit Weight(pcf) M2.3 Coarse Agg 2(Ib) 3/4"-#4 PCC Rock, Delta 2770 2.50 Cement Factor(Sacks/yd') 7.34 Fine Agg(Ib) PCC Sand, Delta 3520 4.00 Water-Cement Ratio(Ib/Ib) 0.39 Admix Agg 1 (Ib) BASF AE-90 9.0 N/A Admix Agg 2(Ib) BASF Pozzolith 80 86.0 N/A Water(gal) Well/Eugene R-Mix Plant 29.0 N/A Details of Sample : . Date Sampled 7/1672013 Date Received Measured Specified Slump(in) 4,00 3-5 General Location Misc,Site signage pole bases 113 total 1.Miscellaneous site Slump w/plasticizer(in) N/A Sample Location signage(13 placed}within the Walmah parking let area. Air Temp(°F) 73 Curing Method Concrete Temp 1°F) ASTM c 1064 79 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 5.00 3.5-6.5 Low Unit Weight(pcf) ASTM c 138 142 142.3 Contractor Batch Size(yd') 3 Truck No. 66 Ticket No. 3977051 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched' 15:55 Weather Mild, Clear, Humid Time Sampled 16:48 Est.Wind (mph) 0-4 MPH Yd'Placed 2.9 Time Placed 16:30 Est. Rh ('4) 73 Time In Truck(mins) 35 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load (Ibf) .Type/Remark Strength(psi) Strength(psi) 0654137-206-C1\1 07/23/13 7 4.00 8.02 12.57 U 47790 3 3800 0654137-206-C1\2 08/13/13 28 4.01 8.00 12.63 U 78245 3 6200 4000 0654137-206-C1\3 08/13/13 28 4.01 8.00 12.63 U 76480 3 6060 4000 0654137-206-C1\4 08/13/13 28 4.01 8.00 12.63 U 74225 3 5880 4000 0654137-206-C1\5 09/10/13 56 4.01 8.00 12.63 U 78630 ' 3 6230 4000 • Average 28 Day Compressive Strength(psi) 6050 Notes Remarks • 1.Sampling to ASTM C 172 • Fracture Type/Remarks:3s-C39:Vert cracking/no cones:C 1314:Cone&Split, 2.Specxnen(s)Prepared to ASTM C 31 A-1 Straight Line on site placing the Knife River Mix ID#081-40NE7C00,4000 psi structural 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM 0 1231,0=Combined concrete for the sign post bases being placed at the required places as per detail within the parking lot areas of the Walman properly. 4000 psi concrete placed,3500 psi concrete required. Form No:18970,Report No:CON:0654137-206-C1 ®2000-2011 QESTLab by 5000000E5200m Page 1 of 1 Professional Service Industries.Inc. r a° Ink nnation 6032 N.Cutter Circle.Suite 480 1� Portland,OR 97217 rte.+ i7 .To Build On CCB No. 176269 U 1 Build Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Field Report Report No: FC:065sueNo Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and malenals noted and may not represent any other locations or elevations.This report may not be 2001 SE 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 Me reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU S- YONG HO Approved Signatory:Deane Ramsdell(Special Project Manager) Date of Issue: 7/20/2013 General Field Data Technician: Dale Russell • Test Date: 7/18/2013 Weather: Clear Test Results Set No. Specimens Ticket Time Time Cubic Slump(in) Air Air Temp. Concrete Unit Yield.(ft') Made Batched Unloaded Yards Content (°F) Temp.(°F) Weight Placed (%) (Ib/ft') 0654137-208-C1 5 3977125 14:53 I 15:40 2.0 i 3.75 4.50 86 76 142.8 2.1 Location & Remarks. General Location: Walmart, Springfield Oregon, Store#4178 Set No. Location Remarks Curb on the exterior of the North side of the front vestibule, All concrete placed was consolidated by hand ,all concrete 0654137-208-C1 placed was broom finished. Flag pole base ;4000 psi placed, 3500 psi required. Mix Data Set No. Supplier Mix Design Strength(psi) 0654137-208-C1 •Knife River '40NE7C00 14000 • • • Notes Remarks Applicable ASTM standards unless otherwise indicated: Making Samples: C31 (except sec. 10.1.2);Slump: C143;Air Content: C231 (except sec.6):Temperature: C1064;Sampling: C172;Grout: C1019; Slump-Flow: C1611;Mortar: C109; Flow: C1437. Form No:18971,Report No:FC:0654137-208 ©2000-2011 OESTLab by SpectraoeST.com Page 1 of 1 In brie tion Preparation and Determination of the Relative Density of �v� �� Hot Mix Asphalt(HMA) Specimens by Means of the U NJ� .To Bit/id On Superpave Gyratory Compactor Engineering • Consulting • Testing (ASTM D6925-03) Project Name Walmart Springfield Project Number 654137 Laboratory Number 0654137-147 Date Tested 8/3/2013 Sample Description 1/2" HMAC A-1 No. of Gyrations 65 Sample Number A-1-1 1 A-1-2 j i Average Compaction Temperature Degrees Fahrenheit 295 295 295 A Weight in Air 4732.9 4765.6 4749.3 B Weight in Water 2757.9 2770. • 2764.0 C SSD Weight 4745 4777.7 4761.4 D Bulk Specific Gravity = A/ ( C — B ) 2.382 2.374 2.378 E Maximum Specific Gravity (from Rice) 2.456 2.456 2.456 Height 115.2 115.9 115.6 % Voids = [( E— D ) / E] ' 100 3.02 3.35 3.18 Unit Weight 148.2 147.7 148.0 Tested By: Mike Rinne • Q Professional Service Industries,Inc. c ma Infortion 6032 N.Cutter Circle.Suite 480 Portland,OR 97217 .To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065IsueNo: 1 Issue No: 1 W AL-MART STORES, INC. These lest results apply only to the Specific locations and matenals noted are may not Client: CC: represent any ether locations on elevations.This report may not be rep/educed.except 2001 S E 10TH ST BLAKE JOHNSON, BOB in full,9n1horn written permission by Processional Sennee Indusmes, Inc. If a non- MAIL STOP 5570 compliance appears on this report,to me extent that me reponM m mmpliance GARRISON, CAITLIN impacts me protect.the resolution is outside the PSI scope of engagements BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVICH, RO KATYRYN ��_rZ� JERKOVICH, ROBERT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG SPRINGFIELD, OR HO Approved Signatory: Deborah Priest(Special Project Manager) Date of Issue: 8/27/2013 Date: 8/26/2013 Technician: Dale Russell On site to perform periodic visual inspection of the seismic racking system installation per Sheet FX1 using details 4,5,6,and 7 of Sheet FX2. S.D.Deacon has and continues to install the required Powers Wedge-Bolt+ anchors, both 3/8"and 1/2" DIA x 3"anchors have and continue to be installed, the holes were drilled into the 3500 psi concrete slab with the use of the required 1/2" and 3/8" DIA Powers Wedge-Bit drill bits to a verified minimum depth of 3", the holes were then bottle brushed and vacuumed clean prior to the wedge bolt being installed through the base plates of the racks and also through the 1" light gauge steel straps for the gondolas and end caps. Verified the max torque values of the impact drills used to be 300 ft-lbs for the Milwaukee drill and 200 ft-lbs for the Craftsman drill per manufactures recommendations and ICC-ES-ESR-2526, the Milwaukee drill was used for the installation of the 1/2" DIA Wedge-Bolt+ and the Craftsman drill was used for the installation of the 3/8" DIA Wedge-Bolt+ per ESR-2526 requirements. Performed installed torque verification testing using calibrated torque wrench #23TQR702, calibration date 5-1-13. torque values used were 100 ft-lbs for the installed 3/8" DIA Wedge-Bolt+ anchors and 150 ft-lbs for the installed 1/2" DIA Wedge- Bolt+ anchors. S.D.Deacon has completed approximately 95% of the racking systems to date, there are (3) racks that need to be assembled and placed prior to the anchors being installed, these racks are in the shipping receiving area, (24) 1/2" x 3" anchors need to be installed after these racks are assembled. All of the installation processes and procedures observed today appear to per section 4.4 of ICC-ES-ESR-2526, manufacturers recommendations and applicable workmanship of the IBC. ©2000-2013 QESTLab by SpectraoEST.com Page 1 of 1