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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-7-3 J// Professional Service Industries,Inc. G�c Q a Information 6032 N.Cutter Circle,Suite 480 11 Portland.OR 97217 �© nTo Build On CCB No. 176269 I Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065Is1 Issue ue No:No:1 1 W AL-MART STORES, INC. These test results apply only to the saeunc locations and materials noted am may ral Client: CC: represent any omen locations or erewtmns This reran may tel ce reproduced.except 2001 S E 10TH ST BLAKE JOHNSON, BOB in full.without written permission by Professional Service Industries.Inc.If a nom MAIL STOP 5570 compliance appears on this repon.to the extent that the reposed no wmpliance GARRISON,CAITLIN impacts me pmieq.the resolution is ottsee me Psi scope of erigapemenL BENTONVILLE, AR 72716-5570 NUGENT,DALE RUSSELL, ERIC EV KATYRYN JERKOVICH.ICH, 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: 7/8/2013 Date: 7/3/2013 Technician: Dale Russell Stedman Sheetmetal is on site placing gutters and down spouts for the trash compactor, bale and pallet storage and the organic waste canopies. Empire Concrete cutting is on site coring various penitratios in the CMU walls at the store front and rear and for the Organic Waste area for sprinkler installation and for New Way Electric at the rear of the store. True Green Landscape Co., on site working on the placement of the pressure treated 4x6 header with #4 re-bar stakes in each segment as per sheet L.4, True Green is also working on the sprinkler system wiring performing system checks as required for the control panel installation. . Dynasty Concrete Co., on site placing interior and exterior curbs, see attached daily concrete field report for locations and test results. • • • • • ©2000-2013 QESTLab by SpectraOEST.com Page 1 of 1 Professional Service Industries,Inc. 6032 Q • Information 6032 N.Cutter Circle,Suite 480 `y0 CCB No. 1/76269217 L� To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065 Issue 53 Issue No: 1 W AL-MART STORES, INC. These lest results apply only to the spearm locations and materials noted and may not Client: CC. represent other locations or elevations.This moon m., - repel any may not be reproduced.except 2001 S E 10TH ST BLAKE JOHNSON, BOB in tun,without widen permission by Professional Service Industries, Inc. If a non. MAIL STOP 5570 compliance appears on this repon,to the extent mat the reported m compliance GARRISON,CAITLIN impacts the project,the resolution is outside the PSI scope of engagement.n BENTONVILLE, AR 72716-5570 • NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN ` ,Q� JERKOVICH, ROBERT j/W 4i .Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG III SPRINGFIELD, OR HO Approved Signatory: Deane Ramsdell(Special Project Manager) Date of Issue: 6/26/2013 Date: 6/26/2013 Technician: Dale Russell Made of Steel on site continuing to erect the frame for the canopy of the Bale and Pallet area. Made of Steel is placing the 3/4" x 9" all threads as per details 12,13 and 14 of Sheet S6.1 for the L6 x 4 x 3/8" ledger along the back wall of the Bale and Pallet storage area, also placed were the (2) C12 x 20.7 steel beams with the attached L5 x 3 x 1/4 ledger plate at the East and West ends of the screen wall. The all thread rods were placed into the 7/8" DIA holes which were verified to be a minimum of 6" in depth, prior to the placement of epoxy the drilled holes were bottle brushed and then the dust and debris were blown out using compressed air, the approved epoxy used was Hilti HIT-HY 70, ICC ESR-3342 with an experation date of 3-14, a total of(37) all threads were placed, (12) at each end of the screen wall and (13)along the back wall for the ledger plate. • • • 02000-2013 DESTLab by SpectraoEST.com Page 1 of 1 L.f (' Information 6032 N.Cott Service,Suite Inc. 6032 N.Cutter Circle.Suite 480 JJ�(1�.��� �7 Portland.OR 97217 U au To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065 Issue N52 Issue No: t WAL-MART STORES, INC. These test results apply only to the specific locations and materials noted and may not Client: CC: represent any other locations or elevations.This report may not be reprueuced•except 2001 S E 10TH ST BLAKE JOHNSON, BOB in fun.without written permission by Professional Service Indusmes.Inc. If a non- compliance appears on this report,to the extent mat the reported non-compliance MAIL STOP 5570 GARRISON,CAITLIN impacts me project,the resolution is outside the PSI scope of engagement. • BENTONVILLE,AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON,KATYRYN ` ,� JERKOVICH,ROBERT I[j�=/! �/ Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG I SPRINGFIELD, OR HO Approved Signatory: Deane Ramsdell(Special Project Manager) Date of Issue: 612612013 Date: 6/25/2013 Technician: Dale Russell Crestview Construction Co., on site receiving and placing the 3.5' DIA minimum boulders and placing them at approximately 8' intervals 3' behind the existing edge of the new and existing asphalt as per detail AK of Sheet C-1.0. Made of Steel on site placing the canopy panels for the Organic Waste area. Made of Steel also placed (3) 1/2" x 10" x 12" plates w/ (4) HAS 3/4" x 9"all threads per plate, (12)total were placed per detail of Sheet E5/6 being the approved shop drawings. The approved epoxy used is Hilti HIT HY-70, experation date 2-14, ICC ESR - 3342, Made of Steel drilled 7/8" DIA holes to a verified minimum embedment depth of 6", the holes were cleaned using a bottle brush and the dust and debris were blown out using compressed air prior to the placement of the above mentioned epoxy. Made of Steel is currently working on erecting the framework for the canopy of the Bale and Pallet storage area, this work is ongoing. True Green Landscaping is on site clearing the area on the South side of the building in preparation of bark-o-mulch, removing existing unwanted vegetation, and stump removal. True Green is also working on various irrigation placement and wiring. • 0 2000-2013 QESTLab by SpectraQEST.com Page 1 of 1 Professional Service Industries.Inc. G�( J Information 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 ��'//27-7-a CCB No. 176269 L-1 To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065 Issue No:: Client: WAL-MART STORES, INC. CC: These test results apply only to the specific locations and matenals noted and may not represent any other locations or elevations.This repen may not he reproduced.a ceps 2001 S E 10TH ST BLAKE JOHNSON,BOB In tun,(whom written permission by Professional Service vaustnes.Inc. if a non- compliance STOP 5570 compliance appears on tics report,to the extent that the reported noncompliance GARRISON,CAITLIN impacts the project.the resolution iso-,¢ae the PSI scope of ergagement BENTONVILLE,AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN JERKOVICH, ROBERT Al`� Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG SPRINGFIELD, OR HO Approved Signatory: Deane Ramsdell(Special Project Manager) Date of Issue: 6/26/2013 Date: 6/24/2013 Technician: Dale Russell On site at 6:30 for asphalt placement, dye to periodic rain showers and the forecast for light to moderate rains throughout the day the asphalt placement was cancelled and is on schedule for tomorrow, weather permitting. Made of Steel on site placing the ledger steel for the canopy of the Organic Waste enclosure, Made of Steel drilled 7/8" holes to a verified depth of 6", bottle brushed the holes prior to using compressed air to remove the dust and debris prior to the placement of the approved epoxy, being Hilti HIT HY-70, expiration date 2-14, ICC ESR 3342. Made of Steel placed a total (29) 3/4 x 10" all thread rods using the above stated epoxy as per detail of Sheet 56/12 and 13, and Sheet E5/6 being the approved shop drawings. Crestview Construction on site performing finish grade work for the sidewalk just North of gridline 6 from B to D.5, Crestview is also performing various other finish grade work within the parking lot areas. Attended weekly safety meeting, discussed various safety topics including ladder safety, overhead work, keeping your work area clean to avoid slips and trips and PPE. • 02000-2013 QESTLab by SpeclraQEST.com Page 1 of 1 • Professional Service Industries,Inc. Lf U 4..'s�Q n Information 6032 N.Cutler Circle,Suite 480 J�' Portland,OR 97217 L1 �O eTo Build On CCB No,176269 Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:0654137-138 : 1 Report Issue No: 1 Client: WAL-MART STORES, INC. CC: These test results apply only to the specific locations are matenals noted are may not represent any other locations or elevations.This report may not be reproduced,except 2001 S E 10TH ST BLAKE JOHNSON, BOB in fug,without written permission by Professional Service industries. Inc. it a non- MAIL STOP 5570 compliance appears on this report.to the extent that the reported no omphance GARRISON,CAITLIN impacts the project.the resolution is outside the Psi scope of engagement. BENTONVILLE,AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN //� /� JERKOVICH, ROBERT jf1f!A! �� Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG •I SPRINGFIELD, OR HO Approved Signatory: Deane Ramsdell(Special Project Manager) Dale of Issue: 612612013 Date: 6/22/2013 Technician: Dale Russell On site to monitor the placement of 30 yds of Knife River Mix ID#081-40NE7COO, 4000 psi structural concrete for the door stoop at gridline A/1.7-2.2 with the required 1/2" x 10" smooth dowels placed at 24" o.c. The 4' impact apron to the truck dock ramp at grids A-A.6'from 4.5-4.6 with the required W2 x W2 - 6 x 6 welded wire fabric and the required 3/4" x 10" smooth dowels placed at 24" o.c. along the entire length of the existing truck dock ramp. The 4" S.O.G for the openings around the grease interceptor and the lift station with the required W2 x W2 - 6 x 6 welded wire fabric. The curb for the planter island behind the organic waste screen wall, and the full height sidewalk just North of grid 6 from D.5-G. All concrete was placed directly from the mix truck into the prepared forms, all concrete was consolidated by hand and broom finished, sampled mid-load of first truck and cast (1) set of(5)4 x 8 cylinders for compressive strength verification testing, see attached daily field report for specific test results. Knife River was onsite to place the asphalt emulsion penetrating prime coat over the areas to be asphalted within the Walmart parking lot and drive lane beside the truck dock screen wall at the West end or the property as per requirement, 2.1 bullet C of spec section 02740. • • ©2000-2013 OESTLab by SpectraQEST.com Page 1 of 1 � Professional Service Industries.Inc. �0�]Information 6032 N.Cutter Circle.Suite 480 ff j/7�//7 // 1 Portland,OR 97217 J/ QO To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065IsseNo: t Issue No: t Client: WAL-MART STORES, INC. CC: These test results apply only to the specific locations are materials noted and may not represent any other locations or elevations.This reren may not be reproduced,except 2001 S E 10TH ST BLAKE JOHNSON, BOB in lull.wutout written permission by Professional service Industries, Inc. b e not. compliance appears on ma report,to the extent that the reposed no n compbnnce MAIL STOP 5570 GARRISON, CAITLIN impacts the project,me resolution is outside the PSI scope of engagement. BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN j j S JERKOVICH, ROBERT �[j�:/!# �� Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG •II SPRINGFIELD, OR HO Approved Signatory: Deane Ramsdell(Special Project Manager) Date of Issue: 6126/2013 Date: 6/21/2013 Technician: Dale Russell Crestview Construction Co., on site performing final grading for the access road on the west side of the loading dock screen wall, also various other sites within the Walmart property in preparation of asphalt placement tentatively scheduled for Monday. Attended pre-construction meetings for asphalt placement and the application of the seal coat for the parking lot areas of the Walmart property, in attendance were representatives for S.D.Deacon, Knife River, Salem Seal Coating, PacLand and PSI, reviewed specifications, job reguirements, observations and testing requirements and application details. On site to perform field density testing for the moisture conditioned 3/4" aggregate being placed and compacted by Crestview Construction Co., in various areas of the job site, see Field Density test results for specific areas and test results, all testing performed today resulted in meeting or exceeding the minimum 95% compaction requirements. • Dynasty Concrete Co., on site performing layout and setting forms for the sidewalk on the North side of the building, concrete pads for the grease interceptor and lift station, the door stoop at gridline A/1.7-2.1, and the concrete approach to the truck dock. • • 2000-2013 DESTLab by SpectraoEsT.com Page 1 of 1 Professional Service Industries,Inc. Inf ornzation 6032 N.Cutter Circle.Suite 480 Portland,OR 97217 Build On CCB No. 176269 . Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065 Issue N 36 Issue No: 1 Client: WAL-MART STORES, INC. CC: These lest results apply only to the specific locatpns are materials noted and may not represent any other locations or elevations.This report may not be reproduced.except 2001 S E 10TH ST BLAKE JOHNSON, BOB in full,without written permission by Professional Service Industries. Inc. If a ort, non- compliance STOP 5570 compliance appears on this rep to the eaten that me reported non-compliance GARRISON, CAITLIN impacts the protect.the resolution is outside the PSI scope of engagement BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN ` ,Q� JERKOVICH, ROBERT I((( .4 Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG I SPRINGFIELD, OR HO Approved Signatory: Deane Ramsdell(Special Project Manager) Date of Issue: 6/26/2013 Date: 6/20/2013 Technician: Dale Russell Crestview Construction Co., on site placing the 4" drain line along the west side of the truck dock screen wall footing. "Geotex 401" water permeable fabric was placed along the footing and then a layer of drain rock was placed along the entire footing over the fabric, the 4"drain line with a fabric sleeve was then placed and then covered with additional drain rock, the "Geotex" fabric was then wrapped over the top containing this as per detail 14 of sheet SP2. Made of Steel on site continuing to work on the canopy over the trash compactor slab. Haps Masonry is on site completing the last lift of the Bale and Pallet storage area and the Organic Waste screen walls, Haps is also onsite cleaning up their work sites after completing the grout pour earlier in the day. ©2000-2013 QESTLab by SpectraoEST.com Page 1 of 1 rS7j017Informationi Professional Service Industries.Inc. 6032 N.Cutter Circle,Suite 480 /-7 Portland,OR 97217 u To Build On Phone(503)289-1778 ering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:0654137-135 Issue No: 1 W AL-MART STORES, INC. These rest results apply only to me specific locations and materials noted and may not Client: CC: represent any other locations or elevations.This report may not be reproduCeP.a s cept 2001 S E 10TH ST BLAKE JOHNSON, BOB lull,snout written permission by Professional Service Industries. inc a a non MAIL STOP 5570 non- compliance appears on this report.to the extent that the reponed non-compliance GARRISON, CAITLIN impacts the protect,lee resolution is outside the PSI scope of engagement. BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN ,�/� JERKOVICH, ROBERT 1 q�c�! 41 Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG SPRINGFIELD, OR HO Approved Signatory: Deane Ramsdell(Special Project Manager) Date of Issue: 626/2013 Date: 6/19/2013 Technician: Dale Russell On site to pickup concrete and mortar samples and transport them to our Portland office to be stripped and logged in. Returned back to Springfield job site. Made of Steel on site placing the roof decking over the trash compactor slab. Crestview Construction on site performing final grading for the asphalt placement for the front entrance, Crestview also working on the aggregate placement just west of the truck dock screen wall. Haps Masonry working on the final CMU lift for the bale and pallet storage area and the Organic waste area. Dynasty Concrete Co., on site working on the forms for the curb and sidewalk approach of the ADA ramp at the East end of the center island, North side. • • ®2000-2013 OESTLab by SpeclraQEST.com Page 1 of 1 f _ ^ T /��7}, Professional Service Industries,Inc. L.!l�t f•:7 p Info /(aion 6032 N.Cutler Circle,Suite 480 Li Portland,OR 97217 CCB No. 176269 To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:0 6 541 3 7-98/1 Issue No: 2 Client: WAL-MART STORES, INC. CC: These test results apply only to the specdic locations and materials noted and may not represent any other locations or elevations This report may not be reproduced,except 2001 S E 10TH ST BLAKE JOHNSON, BOB in 10°, without written permission by Professional Service Industries, Inc. II a non- compliance appears on this report,to the extent that the retuned non-compliance MAIL STOP 5570 GARRISON, CAITLIN impacts the protect,the resolution is outside the PSI scope al engagement. BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN JERKOVICH, ROBERT ��I e% �� Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG SPRINGFIELD, OR HO Approved Signatory: Deane Remodels(Special Proles Manager) . Date of Issue: 6/26/2013 Date: 6/7/2013 Technician: Glenn Meek Crestview Construction placing, grading and compacting moisture conditioned Wildish %"-0" using a 3D 50, D track hoe, 15 cubic yards dump truck and a jumping jack to achieve compaction at grid lines G-G.8 at 1 to 1.8 and grid lines G.8 to G.9 at 1.8 to 3.2 for the cart storage and sidewalk. Report No.:DFR:0654137-98n a 2000-2013 OESTLab by SpectraoEST.com Page 1 of 1 �--^-� ^ y-�y�/'�}r r� Professional Service Industries.Inc. L.!1J t n Inf b /!Lan ioG 6032 N.Cutter Circle,Suite 480 & WLTo y� Portland,OR 97217 CCB No.176269 Build On L Phone'.(503)289-1778 (Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:0654137-98/1 Issue No: 2 WAL-MART STORES, INC. These test results apply only to the spur locations and matenais noted arid may not Client: CC: represent other locations or elevations.This re nma any w may not be reproduced.u.cepl 2001 S E 10TH ST BLAKE JOHNSON, BOB in lull.without written permission by Professional Service Imustnes, Inc II a non MAIL STOP 5570 compliance appears on this xenon.to the extent that the repened no wmtlanoe GARRISON, CAITLIN impacts the project the resolution is nasae me PSI scope of engagements BENTONVILLE,AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN JERKOVICH, ROBERT Iga; 41 Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG SPRINGFIELD, OR HO Approved Signatory: Deane Ramsdell(Special Project Manager) Date of Issue: 6/26/2013 Date: 6/7/2013 Technician: Glenn Meek Crestview Construction placing, grading and compacting moisture conditioned Wildish '/4"-0" using a 3D 50, D track hoe, 15 cubic yards dump truck and a jumping jack to achieve compaction at grid lines G-G.8 at 1 to 1.8 and grid lines G.8 to G.9 at 1.8 to 3.2 for the cart storage and sidewalk. • Report No.:DFR 0654137-9811 ®2000-2013 QESTLab by SpeclraOEST.com Page 1 of 1 Professional Service Industries.Inc. MinfOunillfraitiOnn ao32 N.Cull 59721 eInd ite 480 Portland,OR 97217 CCB No.176269 Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 • Report No: FC:065ssueNo: 1 Concrete Field Report 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 ERIC EVENSON PSlscope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU YONG HO Approved Signatory Deborah Priest(Special Project Manager) Date of Issue: 7/8/2013 General Field Data Technician: Dale Russell Test Date: 7/3/2013 Weather: Sunny 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) (Ib/ft5) 0654137-171-C1 5 3976769 . 11:54 ( 12:30 j 4.5 j 4/5 5.00 1 86 80 142.1 _ 4.5 Location & Remarks General Location: Miscellaneous curbs - Set No. Location Remarks • Interior Exterior front vestibule curbs Cart storage knee walls/curb perimeters !Dynasty Concrete Co.,on site to place concrete for the Interior bumper curbs/Dairy and Freezer l miscellaneous interior and exterior curbs previously mentioned With required 15 mill vapor barriers and the column infills of the Bale and Pallet storage area. 0654137-171-C1 Trash Compactor/CMU wall curb land Sampled mid-load of truck and performed testing for slump,air Interior curb of Organic Waste area entrainment, unit weight,yield and temperature,cast(1)set of Column infills for the Bale and Pallet storage area. (5)4 x 8 cylinders for compressive strength verification testing at 17,28 and 56 days. All curbs have the required#4 x 6"dowels at 24"o.c.installed IAll concrete placed was hand consolidated and hand finished. prior to the concrete placement. I Mix Data Set No. Supplier Mix Design Strength(psi) 0654137-171-C1 Knife River ,40NE7000 4000 • Notes Remarks Sampled from Revolving Drum Truck Mixer(AM'C 172.5.2.3) Form No.18971.Report No:FC:0654137-171 ©2000-2011 OESTLab by SpecfraOEST.com Page 1 of 1 Professional Service Industries.Inc. c pY2Information 6032 N.Cutter Circle,Suite 480 I/ Portland,OR 97217 �a T o✓]�ulCU)'j CCB No. 176269 + On Phone:(503)289-1778 1 Engineering • Consulting• Testing Fax:(503)289-1918 kx Concrete Test Report Report No: CON:0654137-13 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 full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries Inc.If a non-compliance appears on this report,to he extent that he reported non-compliance impacts the project,the resolution is outside me 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: 7/2/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement 1 (Ib) CalPortland, type I-II 5500 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 slag 1385 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 8880 2.80 Design Unit Weight(pot) 142.3 Coarse Agg 2(Ib) 3/4" PCC Rock Delta 8960 2.50 Cement Factor(Sacks/yd3) 7.34 Fine Agg(Ib) PCC Sand, Delta 12140 4,60 Water-Cement Ratio(Ib/Ib) 0.39 Admix Agg 1 (Ib) BASF AE-90 31.0 N/A Admix Agg 2(Ib) BASF Pozzolith 80 280.0 N/A Water(gal) Well/Eugene R-Mix, Plant 198.0 N/A Details of Sample Date Sampled 6/22/2013 Date Received 6/24/2013 Measured Specified Slump(in) 4.00 2-co 4 General Location Walmart Neighborhood Market at 4178.4'wide truck dock ramp Slump w/plasticizer(in) N/A Sample Location apron,grids A-A;9 4.5-4.6. Air Temp(°F) 60 n.h r„r Fahn n.�o°r warm«roe°stall Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 72 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 4,80 3.5 To 6,5 Low Unit Weight(pcf) ASTM c 138 140.2 142.3 Contractor Dynasty Concrete Batch Size(yd3) 10 Truck No. 64 Ticket No. 3976499 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Glenn Meek Time Batched 06:57 Weather Clear Time Sampled 07:55 Est.Wind(mph) 0-3mph Yd3 Placed 30.0 Time Placed 07:40 Est. Rh(%) 46 Time In Truck(mins) 43 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) 0654137-138-C1\1 06/29/13 7 4.01 8.01 12.63 U 56420 3 4470 0654137-138-C1\2 07/20/13 28 U 4000 0654137-138-C1\3 07/20/13 28 U 4000 0654137-138-C1\4 07/20/13 28 U 4000 0654137-138-C1\5 08/17/13 56 U 4000 Average 28 Day Compressive Strength(psi) Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks:3=C39:Vert cracking/no cones;CI314:Cone 8 Split, 2.Specimen(s)Prepared to ASTM C 31 Please note:The 4"concrete slabs for the openings of the grease interceptor and the lift station 3.Capping ft-Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined had the required W2 x W2.6 x 6 welded wire fabric installed per detail 2 of sheet 0-8.0,also the dowels for the door stoop per detail 5/52.1 and the truck dock ramp dowels per detail 13/52.1 have been installed prior to concrete placement. Dynasty Concrete Co.,on site to place 30 yds of Knife River mix IDa081-40NE7C00,4000 psi structural concrete placed in the above mentioned areas,all concrete was consolidated by hand and all concrete placed was broom finished. Sampled mid-load of first truck and performed testing for slump,air entrainment,temperature,unit weight,and yield,cast f 1)set of(5)4 a 8 cylinders for compressive strength verification testing at 7,28 and 56 days. Form No:18970,Report No:CON0654137-138-C1 C 2000-2011 OESTLab by SpectraoESTcom Page 1 of 1 Professional Service Industries,Inc. tc o Infonnation 6032 N.Cutter Circle,Suite 480 ��+ Portland,OR 97217 L ✓7 D To Build On Phone:(503)289-1778 Engineering Consulting• Testing Fax:(503)289-1918 Report No: FC:065 Concrete Field Report Isssue sue 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.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 ^k/� SPRINGFIELD, OR WILSON HU YONG HO Approved Signatory.Deane Ramsdell(Special Project Manager) Date of Issue: 6/26/2013 General Field Data Technician: Dale Russell . Test Date: 6/22/2013 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 (To) (1b/ft') 2 Too 3.5 TO - - -6.5 0654137-138-C1 5 3976499 06:57 I 07:40 I 30.0 I 4.00 1 4.80 1 60 ' 72 i 140.2 l 10.2 Location & Remarks General Location: Walmart Neighborhood Market#4178 Set No. Location Remarks ;Please note:The 4' concrete slabs for the openings of the • Igrease interceptor and the lift station had the required W2 x W2- 6 x 6 welded wire fabric installed per detail 2 of sheet C-8.0.also I the dowels for the door stoop per detail 5/S2.1 and the truck , I dock ramp dowels per detail 13/52.1 have been installed prior to !concrete placement. 4'wide truck dock ramp apron,grids A-A.6 from 4.5-4.6. 0654137-138-C1 I Curb for planter behind Organic Waste screen wall. Dynasty Concrete Co.,on site to place 30 yds of Knife River mix 'Sidewalk just North of grid 6/D.5-G. ID#081-40NE7C00,4000 psi structural concrete placed in the Door Stoop at grids A/1.7-2.2 above mentioned areas,all concrete was consolidated by hand and all concrete placed was broom finished. • Sampled mid-load of first truck and performed testing for slump, ;air entrainment,temperature, unit weight,and yield,cast(1)set lof(5)4 x 8 cylinders for compressive strength verification testing I at 7,28 and 56 days. Mix Data Set No. Supplier ------ Mix ___ _ _ _ _ Design S tre_n_gth(psi) _ 0654137-138-C1 Knife River 40NE7000 4000 • • Notes Remarks Form No.•18971.Report No:Fe:0654137-138 ©2000-2071 OESTLab by SpectraOEST.com Page 1 of 1 Professional Service Industries,Inc. 11;7-2a p Injbrrnatioi2 6032 N.Cutter Circle.Suite 480 Portland,OR 97217 ^ p CCB No. 176269 To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Field Report Report No: FC:065No: 1 Isssue sue 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 molten permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent that the reponed 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 YONG HO Approved Signatory'.Deane Ramsdell(Special Project Manger) Date of Issue: 6/26/2013 General Field Data Technician: Glenn Meek Test Date: 6/20/2013 Weather: Overcast Test Results Set No. Specimens Ticket Time Time Cubic Yards Slump(in) Air Content Air Temp. Concrete Made Batched Unloaded Placed (%) (°F) Temp, I 0654137-130-C1 4 3976431 I 06:32 07:55 I 10.0 l 10.00 56 68 Location & Remarks General Location: 312"cmu walls at orgainc waste A.7-B at 6-6.5 and bale and pallet(A.8-C.1 at 7.5-7.8) Set No. Location Remarks 0654137-130-C1 .From 13th to 20th course Mix Data Set No. Supplier _ _ _ __� Mix _ _ _ _ _ _ Design Stre_n_gth(psi) 0654137-130-C1 Knife River 2420G3R500 2000 • Notes Remarks Sampled from Revolving Drum Truck Mixer(ASTM C 172.5.2.3) Applicable ASTM standards unless otherwise indicated: Making Samples: C31 (except sec. 10.1.2);Slump: C143;Air Content: 0231 (except sec.6);Temperature: C1064;Sampling: C172;Grout: C1019; Slump-Flow: C1611; Mortar: C109; Flow: C1437, Form No:18971,Report No:FC:0654137-130 ©2000-2011 QESTLab by SpecfraoEST.com Page 1 of 1 Professional Service Industries,Inc. Q . Information 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 C'�2j] T Build CCB No. 176269 +.o On Phone:(503)289-1778 Engineering• Consulting • Testing Fax:(503)289-1918 Concrete Field Report Report No: FC:065N : 1 Isssue sue 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 fun,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 . VONG HO Approved Signatory:Deane Ramsdell(Special Project Manager) Date of Issue: 6/26/2013 General Field Data Technician: Glenn Meek Test Date: 6/18/2013 Weather: Overcast • Test Results Set No. Specimens Ticket Time Time Cubic Yards Slump(in) Air Content Air Temp. Concrete Made Batched Unloaded Placed (%) (°F) Temp.(°F) 0654137-128-C1 6 NA _ 55 70 0654137-128-C2 4 NA 06:20 _ 07:40 . 6.5 __. _ _ 61 _ 71 . 0654137-128-C3 5 3976386 15:15 I 15:59 ; 10.8 3.50 4.50 59 68 Location & Remarks General Location: Organic waste 3-12"walls A.7-B at 6-6.5 bale and pallet A.8-C.1 at 7.5-7.8 to 13th Set No. Location Remarks 0654137-128-C1 Sample at A.7 at 6-6.5 7th to 9th course J. _ _ _ ___ __ _ General Location: 3-12"walls at A.7-B at 6-6.5 and A.8-C.1 at 7.5-7.8 Set No. Location Remarks 0654137-128-C2 Same as General Location__ ___ ___ ___ _ __I ___ - _ __ General Location: Sidewalk G.8-H at 1-3.2 Set No. Location Remarks _ _ _ . __ __ 0654137-128-C3 Sidewalk G.8-H at 1-28 I Mix Data Set No. Supplier _ _ _ _ _ Mix _. Design Strength(psi) 0654137-128-C1 Site Mix Type S Mortar TYPE 1800 0654137-128-C2 Knife River _ 2420G3R500 ,2000 0654137-128-C3 Knife River 247RNE7E00 4000 • Notes Remarks sampled from Revolving Drum Truck Mixer(ASTM C 172.52.3) 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:o6s4137-129 ©2000-2011 oESTLab by SpechaOESTcom Page 1 of 1 Professional Service Industries,Inc. ego Irefo�7nation Porin.,OR Circle.7 Suite 480 �r!'l Portland.OR 97217 l./LJ CCB No. 176269 To Build On Phone:(503)289-1778 Engineering • Consulting• Testing Fax:(503)269-191e Concrete Test Report Report No: CON:06541 N Issue ssue 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.II 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 -r_ Approved Signatory:Deborah Priest(Special Protect Manager) _ Date of Issue: 7/8/2013 Mix Data Mix Data Submitted By Material Source Amount Moisture(TO Supplier Knife River Cement 1 (Ib) CalPortland,type I-II 5085 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 slag 1735 N/A Mix Identification Fly Ash(Ib) N/A Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4"-#4 PCC Rock Delta 9000 2.90 - Design Unit Weight(pcf) 142.6 Coarse Agg 2(Ib) 3/4"Crush Rock, Delta 8860 2.80 Cement Factor(Sacks/yd') 7,26 Fine Agg (Ib) Delta 12130 3.00 Water-Cement Ratio(Ib/Ib) 0.38 . Admix Agg 1 (Ib) BASF AE-90 27.0 N/A Admix Agg 2(Ib) Pozz 80 276.0 N/A Water(gal) Well/Eugene R-Mix, Plant 172.0 N/A Details of Sample Date Sampled 6/7/2013 Date Received 6/10/2013 Measured Specified Slump(in) 4.00 2 TP 4 General Location Organic Waste footing/S.O.G. Slump w/plasticizer(in) N/A Sample Location Gridline A.7-B from 6-6.4 Air Temp(°F) 77 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 78 Field Sample ID C-1 Field Cure Temp(°F) High Air Content(%) ASTM C 231 5.20 3.5 To 6.5 Low Unit Weight(pcf) AsTMC 138 140.8 142.6 Contractor Dynasty Concrete Batch Size(yd') 10 Truck No. 554 Ticket No. 3976125 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Glenn Meek Time Batched 10:21 Weather Clear Time Sampled 11:05 Est.Wind(mph) 0-5mph Yd°Placed 16.0 Time Placed 11:00 Est. Rh(%) 49 Time In Truck(mins) 39 - 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) TypelRemark Strength(psi) Strength(psi) 0654137-98-C1\1 06/14/13 7 4.01 8.00 12.63 U 56440 2 4470 0654137-98-C1\2 07/05/13 28 4.00 8.01 12.57 U 85885 5 6830 4000 0654137-98-C1\3 07/05/13 28 4.00 8.01 12.57 U 87500 3 6960 4000 0654137-98-C1\4 07/05/13 28 4.00 8.01 12.57 U 87525 3 6970 4000 0654137-98-C1\5 08/02/13 56 U 4000 Average 28 Day Compressive Strength(psi) 6920 Notes Remarks I.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end;C1314:Cone E.Shear,3= 2.Specimen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones:C1314:Cone 8 Split.5=C39:Sias fracture-opposite ends:C1314: 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined Semi-Conical Break. Dynasty Concrete Co..placed concrete directly from mix truck into the forms,all concrete was consolidated with hand held H/F vibrators,all concrete was broom finished. Form No: 19970.Report No:CON:0654137-98-C1 ©2000-2011 QESTLab by SpecbaoEST.com Page 1 of 1 Professional Service Industries,Inc. Information 6 032 N Cutter Circle.Suite 480 Portland,OR 97217 CCP No.176269 11, EM To Build On Phone(503)289-1778 IEngineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-96 :1 Issue No: 2 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 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. ROB RT CASTILE ICH Project: SPRINGFIELD,4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU • Approved Signatory:Deborah Priest(Special Project Manager/ Date of Issue: 7)8/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(Ye) Supplier Knife River Cement 1 (Ib) CalPortland,type I-II 4645 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 slag 1105 N/A Mix Identification 081-35NE9C00 Fly Ash(Ib) N/A Specified Design Strength(psi) 3500 at age 28 days Coarse Agg 1 (Ib) 3/4"-#4 PCC Rock Delta 7040 1.00 Design Unit Weight(pcf) 140.6 Coarse Agg 2(Ib) 3/4" #4 Crush, Delta 7080 1.00 Cement Factor(Sacks/yd') 7.61 Fine Agg (Ib) PCC Sand, Delta 9160 5.40 Water-Cement Ratio(Ib/Ib) 0.37 Admix Agg 1 (Ib) BASF AE-90 35.0 N/A Admix Agg 2(Ib) BASF Pozzolith 80 232.0 N/A Water(gal) 140.0 N/A Details of Sample Date Sampled 6/5/2013 Date Received 6/10/2013 Measured Specified Slump(in) 4.25 3—5 General Location parking lot, East side of building. Slump w/plasticizer(in) N/A Sample Location South side of center island, East and West ends. Air Temp(°F) 69 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 74 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 5.80 5-8 Low Unit Weight(pcf) ASTM C 138 139.8 140.6 Contractor Dynasty Concrete Batch Size(yd') 8 Truck No. 558 Ticket No. 3978363 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Glenn Meek Time Batched 09:18 Weather Clear Time Sampled 09:45 Est.Wind(mph) 0-4mph yd'Placed 8.0 Time Placed 09:30 Est. Rh(%) 52 Time In Truck(mins) 12 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) 0654137-96-C1\1 06/12/13 7 4.01 8.01 12.63 U 48735 2 3860 0654137-96-C1\2 07/03/13 28 4.01 8.02 12.63 U 72745 5 5760 3500 0654137-96-C1\3 07/03/13 28 4.01 8.02 12.63 U 71970 5 5700 3500 0654137-96-C1\4 07/03/13 28 4.01 8.02 12.63 U 73405 5 5810 3500 0654137-96-C1\5 07/31/13 56 U 3500 Average 28 Day Compressive Strength(psi) 5760 Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone 8 Shear,5= 2 Specimen(s)Prepared to ASTM C 31 C39:Side fracture-opposite ends;C1314:Semi-Conical Break, 3 Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined All concrete placed was hand consolidated and hand finished. Form No: 16970.Report No:CON:0654137-96-Ct ©2000-2011 CESTLab by SpectraoEST com Page 1 of 1 Professional Service Industries,Inc. / o In onnation 6032 N.Cutter Circle,Suite 480 /(f-r✓��.�ti+7� ' B �]'' �Build Portland,OR 97217 CCB No. 176269 �/ �� la On Phone:(503)289-1778 Engineering• Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-95 :1 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 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 anon-compliance appears on this report.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 Approved Signatory.Deborah Priest(Special Project Manager) Date of Issue: 7/8/2013 Mix Data Mix Data Submitted By Material Source Amount Moisture(To) 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 Cl Field Cure Temp(°F) High Air Content(To) 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 Yd3 Placed 1.0 Time Placed 09:10 Est. Rh(To) 52 Time In Truck(mins) 10 Compressive Strength of Molded Masonry Mortar Cylinders ASTM C 780 Specimen ID Date Tested Age Dimensions(in) Area(in3) Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load (lbf) 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 2.00 4.00 3.14 B 7170 2 2280 2000 0654137-95-C1\4 07/02/13 28 2.00 4.00 3.14 B 7065 2 2250 2000 Average 28 Day Compressive Strength(psi) 2270 • Notes .Remarks Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone&Shear,3= C39:Vert cracking/no cones:01314:Cone&Split, Mixed on site by Haps Masonry Approved Mortar:SPEC MIX.Type S mixed per manufacturers recommendations,meeting ASTM C 270/C 1714 requirements. With 1-1,5 oz of Tamms AKKRO-7T,polymer adhesive added per 80#bag. Form No: 18970,Report No:CON.0654137-95-CI ©2000-2011 OESTLab by Specfra0Esrcom Page 1 of 1 (�� Professional Service Industries,Inc. () Information 6032 N.Cutter Circle,Suite 480 !l!7/J�U//�'7 Q 7` Build Portland,OR 97217 COB No. 176269 L/ as TO Bulid On Phone:(503)289-1778 Engineering• Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-95-:2 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 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 l / SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/8/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement(Ib) N/A Plant Knife River Prestress Fly Ash (Ib) N/A Mix Identification 081-35CE4C00 Coarse Agg 1 (Ib) 1.00 Specified Design Strength(psi) 3500 at age 28 days Coarse Agg 2(Ib) 1.00 Design Unit Weight(pcf) Fine Agg (Ib) 3.60 Cement Factor(Sacks/yd3) Admix Agg(Ib) N/A Water-Cement Ratio(lb/lb) Water(gal) N/A Details of Sample Date Sampled 6/4/2013 Date Received 6/5/2013 Measured Specified Slump(in) ASTM C 143 4.00 2 o4 General Location Store front entrance Slump w/plasticizer(in) N/A Sample Location Vestibule, East of gridline G from 1.8 to 3.1, Air Temp(°F) 69 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 72 Field Sample ID C-2 Field Cure Temp(°F) High Air Content(%) ASTM 0231 1.20 3.5 TO 6.5 Low Unit Weight(pcf) ASTM c 138 146.3 ' Contractor Dynasty Concrete Batch Size(yd') 10.8 Truck No. 380 Ticket No. 3978341 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Glenn Meek Time Batched 08:55 Weather Clear Time Sampled 22:05 Est.Wind (mph) 0-3mph Yd'Placed 10.8 Time Placed 09:10 Est. Rh(%) 52 Time In Truck(mins) 15 - 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(lbf) TypelRemark Strength(psi) Strength(psi) 06654137-95-C2\1 06/11/13 7 4.01 8.02 12.63 U 67050 2 5310 0654137-95-C2\2 07/02/13 28 4.01 8.01 12.63 U 93485 3 7400 3500 0654137-95-C2 13 07/02/13 28 4.01 8.01 12.63 U 88520 3 7010 3500 0654137-95-C2\4 07/02/13 28 4.01 8.01 12.63 U 88765 3 7030 3500 0654137-95-C2\5 07/30/13 56 U 3500 Average 28 Day Compressive Strength(psi) 7150 • Notes Remarks I.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end;01314'.Cone&Shear.3= 2.Specimen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones:C1314:Cone&Split. 3.Capping B=Bonded ASTM C ell.U=Unbonded ASTM C 1231.0=Combined Mix ID C 081.7RNE5300,This is a non air entrained mix. Form No:18970.Report No:CON:0654137-95-C2 ID 2000-2011 OESTLab by SpecfraOESTcom Page 1 of 1 _ """-` "-'--""'-'-"-'�"`�' Professional Servico Industries,Inc. r r /n f Oi'lY x11012 6032 N.Cutler Circle,Suite 460 c r t-� dd Portland,OR 97217 :Jr? l7 CCB No. 176269 ag.TO Budd O/1 Phone:(503)289-1778 i Engineering • Consulting • Testing Fax:(503)289-1918 •Masonry Report p __ . __- y [[ASTM C 140] Report No: CU:0654137-43-C1 Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to doe specific locations end malenais noted and may not represent any other locations or elevations.this report may net 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 nomcornpl6ance appears on this report,to the extent that the reported non-compliance impacts the P'o;ecl,the resolution is outside the BENTONVILLE, AR.72716-5570 DALE RUSSELL PSI scope of engagement. ERIC EVENSON Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR CASTILE -r _....-47 WILSON HU Approved Squaton'.Deborah Priest(special Project Manager) Date of Issue: 6/17/2013 Sample Details Sample ID: 0654137-43-C1 Dale Cast: 5/17/2013 Date Received: 5/17/2013 • Days Left On Site: 0 • General Location: NA Tests Results - ASTM C 140 Gross Strength(psi): 2290 Net Strength(psi): 4270 Density(pcf): 111.8 Absorption(pcf): 11.0 Minimum Face Shell Thickness(in): 1.32 Minimum Web Thickness(in): 1.11 Equivalent Web Thickness(in): 1.70 Equivalent Thickness(in): 4.12 • Not Awn (in'): 64.51 Gross Area(in'): 120.14 Percent Solid: 53.7 Moisture Content(%): 65.6 Compressive Strength Specimen ID Date Tested Width(in) Height(in) Length(in) Received Max.Load Gross Area Net Area Gross Net Strength Weight(lb) (Ibt) (in') (in') Strength (Psi) (Psi) 0651137-43-CMU 6/1.1/2013 7.655 7.510 - 15.675 32.0 268110 110.60 62.08 2230 4320 065113743-C112 6/14/2013 7.645 7.580 15.670 33.8 275350 119.80 63.97 2300 4300 065.1137-43-C113 6/14/2013 7.700 7.560 15.665 34.9 282270 120.62 67.51 2340 4180 Absorption Specimen ID Date Tested Width(in) Height(in) Length(In) Received Absorption Density(pcf) Gross Net Volume Percent Weight(lb) (pcf) Volume(fl') (in') Solid(%) 0694137.43-C111 0/14/2013 7.055 7.510 15.075 32.0 11.0 111.7 • 0.521 0.270 51.7 0654137-43.0112 6/14/2013 7.645 7.580 15.670 ' 33.8 11.4 113.2 0.525 0.281 53.4 0654137-43-C113 6/14/2013 7.700 7.560 15.665 ' 34.9 10.6 110.5 0.528 0.295 56.0 Notes Remarks Sampled from Revolving Drum Truck Mixer(ASTM C 172,5.2.3) Gann ea.18560.Report No:CU,0654137-43,07 ©2000.2011 QESTLab by SpeclraOES!com Page 1 oft