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Miscellaneous Field Test & Inspection Report 2013-6-19
t. ) �--?� / Professional Service Industries,Inc. r/f LI 1J r D Information 6032 N.Cutter Circle,Suite 480 S7 Portland.OR 97217 `I /r...� � CCB No.176269 .ILI TO BUliCi 011 Phone:(503)289-1778 Engineering •• Consulting •• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-13 N . Issue No:o: 3 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. 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: 8/13/2013 Mix Data 2730- edileiti4 y Mix Data Submitted By � p(� 3 -o • Material Source Amount Moisture(%) �( Supplier 6k (f; River 2ei Z-to Cement 1 (Ib) CalPortland, type I-II 6080 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 slag 2000 N/A Mix Identification Fly Ash (Pb) N/A Specified Design Strength(psi) 5000 at age 28 days Coarse Agg 1 (Pb) 3/4 Crushed Rock Delta 9470 2.80 Design Unit Weight(pcf) 142.6 Coarse Agg 2(Ib) 3/4"PCC Rock Delta 9300 2.50 Cement Factor(Sacks/yd') 7.98 Fine Agg(Ib) PCC Sand,Delta 12600 4.10 Water-Cement Ratio(Ib/Ib) 0.36 Admix Agg 1 (Ib) BASF AE-90 32.0 N/A . Admix Agg 2(Ib) BASF Pozzolith 80 326.0 N/A Water(gal) Well/Eugene R-Mix, Plant 207.0 N/A Details of Sample . Date Sampled 6/17/2013 Date Received 6/19/2013 Measured Specified Slump(in) 4.00 2 To General Location- Compactor S.O.G Slump w/plasticizer(in) N/A Sample Location 6"Compator S.O.G.at Gridlines A.7-B from Air Temp(°F) 88 Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 73 Field Sample No Field Cure Temp(°F) High Air Content(To) ASTM c 231 5.80 3.5 to 6.5 Low Unit Weight(pcf) ASTM c 138 139.6 142.6 Contractor Dynasty Concrete Batch Size(yd') 10.8 Truck No. 394 Ticket No. 3976347 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 15:00 Weather Clear Time Sampled 15:45 Est.Wind(mph) 0-3mph Yd'Placed 21.5 Time Placed 03:30 Est. Rh(%) 48 Time In Truck(mins) • 750 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) 0654137-133-C2\1 06/24/13 7 4.01 8.02 12.63 U 56520 3 4480 0654137-133-C2\2 07/15/13 28 4.00 8.01 12.57 U 89630 3 7130 5000 0654137-133-C2\3 07/15/13 28 4.00 8.03 12.57 U 95060 3 7560 5000 0654137-133-C2\4 07/15/13 28 4.01 8.01 12.60 U 85550 3 6790 5000 0654137-133-C2\5 08/12/13 56 4.01 8.02 12.60 U 102325 3 8120 5000 Average 28 Day Compressive Strength(psi) 7160 • Notes Remarks 1.5ampting to ASTM C 172 Fracture Type/Remarks:3=C39:yen crackinglno cones:01314:Cone&Split, 2.Speciments)Prepared to ASTM C 31 Dynasty Concrete Co.,placed 21.5 yds of Knife River Mix toe 081-50NE7E00 5000 psi structural 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231.C=Combined concrete for the 6'compactor S.O.G. All concrete placed was consolidated by hand and hand finished,sampled mid load of the first truck and performed testing for slump,air entrainment,temperature.unit weight,yield and cast(1) set of(5)4 x 8 cylinders for compressive strength verification testing at 7,28 and 56 days. Form No:18970.Report No:CON:0654137-133-C2 ©2000-20110ESTLab by SpectraOESrcom Page 1 oft J f Information Professional orllan,OR Service 27 Industries,Inc. /ngineenng 6032 N.Cutter Circle.Suite 480 j('��+ �-7 Portland,OR 97217 tJ �IJ To Build On Phone:(503)289-1778 • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:0654137-283 N Issue No: 1 WAL-MART STORES, INC. These test results apply only to me speepc locations and materials poled and may net Client: CC: represent any other locations or elevations This report may not be reproduced.n,cew 2001 S E 10TH ST BLAKE JOHNSON, BOB in lull antroul written permission by Professional Service Industries.Inc.If a nem compliance appears on 11us repoe,to the extent trot the reported non-compliance MAIL STOP 5570 GARRISON,CAITLIN impacts me project.the resolution is onside the PSI Smpeof engagement. BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EV KATYRYN • JERKOVICH,ICH, ROBERT RT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG SPRINGFIELD, OR HO Approved Signatory Deborah Priest(Special Protect Manager) Date of Issue: 811912013 Date: 8/17/2013 Technician: Dale Russell On site to remove (5) 6" cores from the previously placed and compacted HD HMAC within the outlined areas of Sheet EX- A, samples received today are for HMAC density compliance verification testing and thickness verification per requirements of spec section 02470-3.7, all cores taken today exceeded the minimum 4" requirements. Ramsay Signs Inc is on site placing the "Walmart" and "Neighborhood Market" signage above the front vestibule, also the "Pharmacy" signage to North of the vestibule on the CMU wall, and the building address numbers to the South of the vestibule on the CMU wall. All signage installed per detail 7/ Sheet A2.2, using the approved 1/2" DIA all thread rods with 3" DIA fender washers having a minimum 1/2" opening, verified openings to be within 1/4" of nut, post installation, PVC spacers were also used to prevent compression of EFIS and sealant was installed at perimeter of openings of installed electrical conduits. • • 0 2000-2013 QESTLab by SpeclraQEST.com Page 1 of 1 Professional Service Industries,Inc. In ormation CCB N.Curer Circle,Suile 480 Portland.OR 97217 CCB No. 176269 ld Phone:(503)289-1778 loco .° ngineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:0654137-206 Issue No: 1 Client: WAL-MART STORES, INC. CC: These lust results apply only to the specific locations are matenais 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.»urout wnaen permisson by Professional Service Immures.Inc. If a MAIL STOP 5570 compliance appears on this report.to the extent that the reported no Compiaannce GARRISON,CAITLIN impacts the pmlect,theresofudon isouae the PSI SCOpe of ergagememm BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL. ERIC EVENSON,KATYRYN �� JERKOVICH.ROBERT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG SPRINGFIELD, OR HO Approved Signatory: Deborah Priest(Special Prolecl Manager)• Date of Issue: 7/17/2013 Date: 7/16/2013 Technician: Dale Russell A-1 is on site using a Compact Power skid steer with an attached 18" auger to drill the 4' holes in preparation for the signage to be placed, (13)total, will be placed throughout the parking lot area, the signage is being placed 2" x 2" x 3/16" x • 10' square tubing which is then telescoped 12" into the 2 1/4" x 2 1/4" x 3/16" x 4' anchor tubes and anchored together prior to being placed in the concrete footings per detail 3/C-8.2, concrete for the sign footings is scheduled for 4:30 PM today. It was discovered this morning upon placement of the flagpole base that the base insert was displaced during the concrete pour which in turn will not allow the base to be installed with the proper alignment, ie "out of plumb",through discussion with S.D.Deacon Superintendent Bob Garrison, that the only proper fix wolud be to remove the existing flagpole base and replace it with a properly installed "plumb" base unit. S.D.Deacon has on site a Sullair air compressor with and attached APT air hammer to remove the existing concrete flagpole base, this work is ongoing. Salem Seal Coating representatives, John and Scott are on site inspecting the parking lot area in perparation of the "fixes" to the existing seal coat areas that have been ©2000-2013 QESTLab by SpectraQEST.com Page 1 of 1 � Professional Service Industries.Inc. + _ \ Information I I LU.GGon CCB N.Cutter Circle.Suite a80 A.! U 0 Portland.OR 97217 �Q CCB No. 176269 G� To Build On Phone:(503)289-1778 Engineering •• Consulting •• Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065Issue N08 Issue No: 1 WAL-MART STORES, INC. These lest results apply only to me specific locations and materials noted and may not Client: CC: represent any Omer locations or elevations.This report may not be reproduces,except 2001 S E 10TH ST BLAKE JOHNSON, BOB in full,without written permission lay Professional service Industries. Inc. It a ran- MAIL STOP 5570 compliance appears on this repan,io the extent that the remote non-coinpliance GARRISON,CAITLIN impacts the project,me resolution s outside the PSI scope of engagement. • BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN ` • JERKOVICH, ROBERT I[ /� - e „.(EV Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU, YONG �iT SPRINGFIELD, OR HO 'Approved Signatory: Deane Ramsdell(Special Project Manager) Date of Issue: 7/20/2013 Date: 7/18/2013 Technician: Dale Russell Professional underground is on site excavating the area around the damaged section of the 8" Fire Line to remove it, this allows Omlid & Swinney fire protection and security Inc., to replace it and charge and test the line prior to any further work progressing, being the back fill and removal of the damaged asphalt . Omlid & Swinney fire protection and security Inc., has repaired the 8" fire line and has flushed the line free of any dirt, rocks or debris from the pipe being damaged, Professional Underground has placed a small amount of imported 3/4"-0 moisture conditioned aggregate over the pipe to assure it does not move during the pressure testing and flushing of the line, the work of back filling and compacting the material will commence tomorrow. (2) 5 gallon buckets of the existing asphalt base aggregate were received to be transported to our Portland office for a proctor to be ran, this is in hopes of reusing the existing aggregate base after removal of the damaged asphalt,the damaged asphalt is still in place, there is no way knowing what extent of aggregate base damage has occurred until it is removed, also there is also no existing proctor available nor can it be found to use for the existing in place asphalt base aggregate material, thus the proctor samples being taken. Dynasty Concrete Co., is on site preparing to place the new flag pole sleeve and to place the new curb at the North side of the front vestibule, all dowels for the curb are in place per detail prior to the concrete placement. Dynasty Concrete Co., on site placing 2yds of Knife River Mix ID#081-40NE7C00, 4000 psi structural concrete for the new flag pole base and for the remaining curb on the North side of the front vestibule, see daily concrete report for specific test results. • • • • ©2000-2013 QESTLab by SpectraoEST.com Page 1 of 1 p Professional Service Industries.Inc. j f-��.1- 0 e Infof^/1lM.LLon 6032 n Cutter 7217 Suite 480 //-'-'�� Portland,OR 97217 �L,f CCB No. 176269 To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Report No: DFR:065Is1 Daily Field Report Issue ue No:No: 1 1 Client: WAL-MART STORES, INC. CC: These test results apply only to the specinc 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 full.without written permission by Professional Service Iraustnes. Inc. u a now compliance appears on this report,to Ire extent teat the repotted m mmpliarce MAIL STOP 5570 GARRISON,CAITLIN impacts the project.the resolution is omsa m e e PSI scope of engagement^ BENTONVILLE,AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN pia JERKOVICH, ROBERT 41,Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU, YONG SPRINGFIELD, OR HO Approved Signatory: Deane Ramsdell(Special Project Manager) Dale of Issue: 7/20/2013 Date: 7/17/2013 Technician: Dale Russell A-1 Straight line on site completing the striping of the Walmart parking lot, this consists of the 2 remaining alignment stripes for the truck loading dock, the division striping for the drive isle in front of the store, and the second coating of the bollards throughout the parking lot. Empire Concrete Cutting Co., is on site removing the existing flag pole base by core drilling around the sleeve and • removing it to allow for a new sleeve to be installed properly. Professional Underground is on site drilling a line for the Gateway Mall power line main from the Southwest corner of the Walmart property under the asphalt to the Northeast corner of the truck entrance,Professional Underground completed the drilling of the line and upon pulling the new electrical main conduit sleeve back through behind the drill head, the existing 8" Fire Line was damaged, this resulted in the water displacing the asphalt surface along the curbs, manholes, and producing large displacement cracks along the surface of the asphalt from approximately 10' North of the truck dock ramp out to the entrance of the outer ring road of the gateway mall, in conversations with Professional underground, S.D.Deacon, and PSI, the 8" Fire Line must be repaired first and the the asphalt must be removed to find the extent of damage to the aggregate base of the existing asphalt, an area approximately 20' x 15 was saw cut and removed to expose the damaged 8" Fire Line, it will be further excavated and repaired tomorrow. • ©2000-2013 DESTLab by SpectraoEST.ccm Page 1 of I • G7 Professional Service Industries,Inc. t �7 r� 7� Infl/i i i l(LLL�n Portland.ORer97Circle,Suite 480 �yl CCB No. 176269 To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065 Issue N 05 Issue No: t W AL-MART STORES, INC. These test results apply only to the specific locations am matenals noted am may net Client: CC: represent any other locations or elevdtens.This report may not be reproduced,a cept 2001 S E 10TH ST BLAKE JOHNSON, BOB 'n lull,"""out written permission by Professional Service Industries, Inc. If a non MAIL STOP 5570 non- compliance appears on This report,to the extent that me reposed no ompohnce GARRISON,CAITLIN 'impacts the project.the resolution is outside the PSI scope of engagementne BENTONVILLE,AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN _ � 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: 7/17/2013 Date: 7/15/2013 Technician: Dale Russell A-1 Straight-Line is on site preparing the remaining 13 sign posts to be placed within the parking lot area, signage is be -prepared per detail 1/C-9.0 and 21C-8.2, the 24" DIA holes are dug to a verified depth of 4' prior to the placement of the 2 1/4" x 2 1/4" x 3/16", Grade B, heavy duty square anchor tubes,with a hot dipped galvanized coating, it was decided that it would be more efficient to have the holes placed with an auger rather than dig them by hand. A-1 has also painted the 42" safety corridor for the receiving area, the cardboard compactor, the trash compactor loading area and the eye wash station, these areas have been painted as follows, 4"wide striping at 12" o.c. with the required paint . color P5, being "safety yellow" OSHA approved. A-1 has also completed the truck alignment striping, the hash marking within the parking lot adjacent to the island directly in front of the front vestibule, and the "C"s for the compact car parking stalls • 02000-2013 QESTLab by SpectraoEST.com Page 1 of 1 rp Professional Service Industries,Inc. 1'73 ((/(/�,,���///Information 6032 N.Cutter Circle,Suite 480 // J Portland.OR 97217 CJ?JoII CCB No. 176269 To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065Is Issue sue No:No:1 1 Client: WAL-MART STORES, INC. CC: These lest results apply only to lee specific locations and materials noted and may not represent any other(orators or elevations.This report may not be reproduced.except 2001 S E 10TH ST BLAKE JOHNSON, BOB in lull without carmen permission by Professional Service oaustnes. Inc. n a ton. compliance appears on this report.to the extent that the reported non-compliance MAIL STOP 5570 GARRISON,CAITLIN impacts the project the resolution is outside the PSI scope of engagement. BENTONVILLE, AR 72716-5570 NUGENT,DALE RUSSELL, ERIC EV KATYRYN JERKOVICH,ICH,ROBERT 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: 7/17/2013 Date: 7/12/2013 Technician: Dale Russell Glenn Landscaping is on site hydro seeding the area next to the annex road at the rear of the store and several miscellaneous areas within the Walmart parking lot, this work is now complete. New Way Electric is on site placing the site lighting and entryway and emergency exit lighting being both interior and exterior for the emergency exits. Pace Equipment is on site placing the interior"Door Sentinels"at the loading dock openings, Pace is also installing the exterior"Nordock" loading dock door guards. A-1 Straight Line was scheduled to be on site to work on the remaining sign post bases and interior striping but failed to show up. Work has now began on completing the CTL Testing and Inspection Program Schedule checklist, also with the . Memorandum that was issued by Yong Ho with PACLAND to S.D.Deacon containing various items that need to be completed, regarding this memorandum the Fire Lane Text has been completed and the Hydro-seeding has been completed. ©2000-2013 QESTLab by SpectraDEST.com Page 1 of 1 y���}� Professional Service Industries.Inc. r ( 11:7W .To.Information at ion 6032 N.Cutter Circle.Suite 480 Portland,OR 97217 11U°' �° .To Build On PCB N°. 176269 Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Summary Daily Field Report Report No: SDFR:065IssueN : 1 Issue No: 1 Client: WAL-MART STORES, INC. CC: these test results apply only to lee specific 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 full.without"^hen permission by Professional Service tmustees.Inc.It a non. compliance appears on iris retied.In me extent mat the rePan d m mmylance MAIL STOP 5570 GARRISON,CAITLIN impacts me project the resolution is Dingo Ills engagement. PSI scope of engagemen BENTONVILLE, AR 72716-5570 KATYRYN ERIC EV JERKOVICH, KATYRYN JERKOVICH, ROBERT CASTILE,WILSON Project: WM 4178-00 SPRINGFIELD OR TO HU,YONG HO SPRINGFIELD, OR Approved Signatory: Deborah Priest(Speaal Project Manager) • Date of Issue: 7/17/2013 Date: 7/11/2013 . WEATHER: Clear TEMPERATURE RANGE: 63 °F TO 80 °F PSI REPRESENTATIVE: Dale Russell TYPE OF INSPECTION BEING PERFORMED SOILS CONCRETE ❑ FOUNDATIONS ❑ BATCH PLANT ❑ CONTROLLED FILL (COMPACTION) ❑ PLACEMENT (JOB SITE) • ❑ 0 SPECIMEN TRANSPORT 0 ASPHALT OTHER ❑ BATCH PLANT ❑ • ❑ PLACEMENT (JOB SITE) ❑ ❑ ❑ BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: As requested, a representative of PSI reported to the above referenced project site to retrieve (2) sets of 4 x 8 cylinders cast by PSI on 7-8 and 7-10 which were transported back to the PSI laboratory for further curing and compressive strength testing. 02000-2013 QESTLab by Speclra0EST.com Page 1 of 1 Professional Service Indusides,Inc. //"�G= 07 Information Portland,OR 9721a.Suite 480 LJ �� To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065IssNo: 1 Issuue e No: 1 W AL-MART STORES, INC. These test results apply only to the specific locations and materials noted and ray not Client: CC: represent any outer locations or elevations.The report may 00t be reproduced.e,cept • 2001 S E 10TH ST BLAKE JOHNSON, BOB in lull.without written permission by Professional Service aausroms. Inc. u a non. MAIL STOP 5570 compliance appears on ens report.to the extent that the reported non-compliance GARRISON,CAITLIN impacts the nroiect.the resmwion is outside the PSI scope of engagement. 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) Dade of Issue: 8/19/2013 Date: 8/16/2013 Technician: Dale Russell On site to observe the placement of the heavy duty base and wearing courses, each being 2" thick, approximately 301.97 tons of 1/2" dense HMAC were placed in the parking lot repair area outlined on Sheet EX-A, Knife River provided the asphalt, crew and equipment for placement operations, the break down was accomplished by an Ingersoll-Rand steel wheel double drum roller, weighing approximately 18,000 Ibs, making at least 3 complete back and forth passes, after breakdown rolling was completed the intermediate roller was then used, it being a Case DV 202, double drum steel wheel roller weighing approximately 7,000 Ibs, to achieve final compaction requirements, after compaction requirements were achieved a finish roller was used to smooth out the existing roller marks and minor blemishes. The Prime coat was placed yesterday throughout the repair area meeting the requirements of spec section 02740, 3.3,A, also the tack coat was placed upon completion of the base course of the HMAC placed today prior to the wearing course being applied per spec section 02740,33-B. Knife River completed the HMAC placement at 7:30 PM. (5) 6" cores will be removed tomorrow from the HMAC repair areas for compliance verification testing per spec section 02740, 3.7-B. All above mentioned work appeared to be per spec section 02740,3.4, 3.5 and 3.6. • ©2000-2013 OESTLab by SpeclraOEST.com Page 1 of 1 O Professional Service Industries,Inc. /� Information 6032 N.Cutter Circle.Suite 480 1+-`� 7 Portland,OR 97217 .+�(_/ CCB No.176269 wTo Build On Phone.(503)289-1778 Engineering • Consulting • Testing Fax (503)289-1918 • Daily Field Report Report No: OFR:065 Issue Issue No: 1 W AL-MART STORES, INC. These test results apply only to the specific locations are matenals noted are may not Client: CC: represent any other locations or elevations.This report may riot be reproduced.except 2001 S E 10TH ST BLAKE JOHNSON, BOB in lull vntroul written permission by Professional Service Indumnes. Inc. II a non- compliance appears on ms reesn,to the extent that be repan a no re mmptiance MAIL STOP 5570 GARRISON.CAITLIN imparts the omleot,the resolution is outsae the PSI scope of engagement. BENTONVILLE, AR 72716-5570 NUGENT. DALE RUSSELL, ERIC EVENSON. KATYRYN JERKOVICH, ROBERT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG • SPRINGFIELD, OR HO 'Approved Signatory: Deborah Priest(Special Project Manager) Dale of Issue: 8/19/2013 Date: 8/15/2013 Technician: Dale Russell Trickter Rig Construction is on site beginning the finish grade.work for the pavement repair area outlined per Sheet EX-A, Trickter Rig has contacted Penetration Inc, to saw cut and remove rough edges of concrete along the concrete slab of the Organic Waste enclosure and a small section of asphalt that has broken off at the South side of the saw cut edge of the truck turn around area. Trickter Rig is starting the finish grade work at the truck ramp working out to the intersection area of the Gateway Mall Loop Rd using the reclaimed, moisture conditioned 3/4"-0 material, at the contractors request, field density tests were performed to assure work meets compaction requirements per specification section 02300, 3.11-1, and 3.15-H, the Walmart section of the repair area out to 15' South of the Gateway Mall Loop Rd was completed at 10:30 AM, a total of(6)field density tests were performed throughout this area, see daily field density test report for specific test results, all tests performed resulted in meeting or exceeding the minimum 95% compaction requirements. The (3) flat top manhole covers within the pavement repair area were re-grouted by Russ Maxam, the S.D.Deacon site ' representative per detail 2 of sheet C-7.0. Trickter Rig Construction began the finish grade work on the intersection portion of the repair area starting at 11:00 AM, using the newly imported moisture conditioned 3/4"-0 aggregate per specification section 02300, 3.11-1, and 3.15-H, performing field density tests as work progressed, a total of(5)field density tests were performed throughout this area, the finish grade work for this area was completed at 2:30 PM, see daily field density test report for specific test results, all tests performed resulted in meeting or exceeding the minimum 95% compaction requirements. Penitration Inc was on site at 1:30 PM to saw cut and remove the concrete and asphalt previously mentioned in this report. Trickter Rig began to clean up the work site and demobilize their work equipment at 3:00 PM,which includes using a Bobcat with an attached sweeper to clean the on site stockpile area for the reclaimed 3/4"-0 material at the East end of the truck turnaround and the rejected 1"-0 stockpile area on the East side of the Bale and Pallet storage enclosure. Knife river was on site to place the required prime coat per specification section 02740, 3.3-A, the entire pavement repair area had the prime coat applied liberally, including the existing saw cut asphalt edges, manholes and the existing curb and gutter bars. 0 2000-2013 QESTLab by SpectraoEST com Page 1 of 1 O Professional Service Industries,Inc. t ,o 7 Information 6032 N.Cutter Circle,Suite 480 W Portland,OR 97217 CCB No.176269 r To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065Is13 No: 1 Report Issue No: 1 W AL-MART STORES, INC. These test resous apply only d the specific locations and materials noted and may apt Client: CC: other locations or elevations.This report not he represent any repo nay reproduced.ascent 2001 S E 10TH ST BLAKE JOHNSON, BOB in lull, written pemdssion by Pealessienal Service Industrlee_roc. It a non. ompiiance appears on this repnn.to the extent that the reported non-compliance MAIL STOP 5570 GARRISON, CAITLIN impacts the projectthe resnwfionis outside the PSI scope of engaeemenl BENTONVILLE, AR 72716-5570 NUGENT,DALE RUSSELL, ERIC EVENSOO KATYRYN JERKOVICH,ROBERT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU, YONG SPRINGFIELD, OR HO Approved Signatory: Deborah Panel(Special Protect Manager) Dale of Issue: 8/19/2013 Date: 8/12/2013 Technician: Dale Russell On site to perform mill thickness verification for the parking lot signage and lane striping within the pavement repair areas of Sheet EX-A, A-1 Straightline has installed (2).signs, the first being the City of Springfield Wellhead protection area sign, this was installed within the middle of the center island at the East parking lot facing South, the second was a "Wheelchair Use Only" sign installed below the previously installed "Van Accessible" sign, North of the front vestibule. A-1 Straightline is on site performing various installations of painted signage and lane stripping within the pavement repair areas, mill thickness verification testing is being performed with the use of a Sherwin Williams wet film thickness gauge with a 1 to 80 wet mill scale, the work was as follows, 1.) Ennis Yellow Traffic Paint, #983782/HOCY2, applied in 2 coats to, A.) 4" x 45' addition truck lane alignment striping (4 Lines) B.) Double Solid division lines for the Gateway Mall Loop Rd turn radius/Truck entrance intersection. Multiple tests were performed on the first coat after application with results ranging from 8-10 mills, also after the second coat was applied with results ranging from 10-12 mills, overall averages 18-22 mills which exceeded spec section 02765,3.3-A, being a total of 15 Mills. 2.) Ennis White Traffic Paint #983781/HOCW1 A.) Stop Bar and STOP signage • B.) Directional Arrows C.) Damaged parking Stall striping, Stockpile area for rejected 1"-0 materiel, East of Bale/Pallet storage area. Multiple tests were performed on the first coat after application with results ranging from 8-10 mills, also after the second coat was applied with results ranging from 10-12 mills, overall averages 18-22 mills which exceeded spec section 02765,3.3-A, being a total of 15 Mills. Please Note: the stop bar and STOP signage at the intersection of the Gateway Mall Loop Rd within the Pavement repair area did not receive the required glass beading, A-1 stated that"they did not look to see if the material was in the trailer, they assumed it was" but found it was missing upon arrival, A-1 stated that the beading will be applied within the following week. All signage appears to clearly visible, and bright. • • • • 02000-2013 IDESTLab by SpectraOEST.com Page 1 of 1 Professional Service Industries,Inc. he re o Information 6932 N Cutter Circle,Suite 480 /���J-�7 Portland,OR 97217 U ',O .To Build On Phone(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Proofroll Report Report No: PRR:0 6 541 37-2 79 F' Issue No: Client: WAL-MART STORES, INC. CC: 2001 S E 10TH ST BLAKE JOHNSON,-BOB MAIL STOP 5570 GARRISON,CAITLIN BENTONVILLE, AR 72716-5570 NUGENT, ERIC EVENSON, KATYRYN JERKOVICH, ROBERT CASTILE,WILSON Project: WM 4178-00 SPRINGFIELD OR TO HU,YONG HO SPRINGFIELD, OR Approved Signatory: Dale of Issue: General Details Date: 8/13/2013 Technician: Dale Russell Weather: Clear Item ❑Final subgrade for building pad ❑Final subgrade for driveway/parking area ❑Aggregate base for building pad ❑Aggregate base for driveway/parking area ❑Stripped subgrade prior to the placement of engineered fill ®Aggregate base for roadway/airfield Reported elevation of subgrade at time of proofroll (ft): 8" Below finished grade Area of proofroll (grid points or attach sketch): Refer to outlined repair area of Exibit EX-A Equipment used to proofroll the prepared area (make & Western-Star tandem axle dump truck model): Approximate weight of vehicle including load (Ibs): 45,000+ Visual description of subgrade soil or aggregate base: 3/4" aggregate mixed with 1-2" cobbles Engineered fill required to achieve final subgrade No elevation: • Amount of fill required to achieve final subgrade N/A elevation (ft): Based on our observations, the identified in this report IS considered suitable for intended purposes at this time. The suitability of the subgrade refers to conditions at the time it was observed and proofrolled. The suitability of the subgrade can be adversely affected by rain,freezing temperatures or construction traffic. If unstable areas are found subsequent to proofrolling,they should be corrected prior to further construction. Inspector: Dale Russell Sketch Attached: NO Comments Performed proof rolls per spec section 02300,3.7-B, (8)complete back and forth passes in a North/South direction and (4) complete back and forth passes each for the Gateway Mall Loop Rd and the truck turnaround areas in an East/West direction,meeting the requirements of the perpendicular directions where applicable, half tracking each consecutive pass to assure all areas are covered. • 02000.2013 OESTLab by SpectraoEST.com Page 1 of 1 / 1 a Information Professional Service Industries.Inc. 6032 N.Culler Circle.Suite 480 ',To Build On CCBallo. 1/76269217 Phone:(503)289-1778 Engineering •• Consulting •• Testing Fax (503)289-1918 Daily Field Report Report No: DFR:065IsseNo: 1 Issue No: 1 \A/AL-MART STORES, INC. These test results apply only to the specific locations and materials noted and may not Client: CC. represent any surer locations or elevations.This mown may not be reproduced.except 2001 S E 10TH ST BLAKE JOHNSON, BOB in full,without written permission by Prolessionai Service Imustnes, Inc. II a non- compliance appears on this report.m the extent that the reported non-compliance MAIL STOP 5570 GARRISON,CAITLIN impacts the ce e project.the resolution istsee lee PSI scope of engagement. . BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVERSON, KATYRYN � - JERKOVICH,ICH, ROBERT RT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU, YONG SPRINGFIELD, OR HO 'Approved Signatory: Deborah Priest(Special Project Manager) Date of Issue: 8/15/2013 Date: 8/14/2013 Technician: Dale Russell On site at 6:30 AM, Trickter Rig Construction began to place the imported 3/4"-0 moisture conditioned base aggregate starting at the truck loading ramp this morning, due to the confined area between the manhole structure and the underground piping that extends East and West from the structure, approximately 4' in width extending along the length of the truck loading dock, the 9" required scarification was not able to be accomplished, instead the aggregate was removed to the pipe level (approximately 15" BFG) and a 1/2" DIA geoprobe was then used to verify there were no voids or soft spots within this area, no penetrations greater than 1"where found, a "jumping jack" style plate compactor was then used to compact the exposed material.on both sides of the pipe, a 6-7" loose lift of the imported 3/4r'-0 moisture conditioned aggregate was placed bringing the material to approximately 8" BFG after compactive efforts were applied using the Hamm HD12 double drum steel wheeled roller, a field density test was performed with passing results, see daily field density report for specific test results. Trickter Rig Construction placed and additional 8-9" loose lift over the pipe repair area bringing the backfilled area to approximately 8" below finished grade, performed a field density test on the lift after compactive efforts were applied with passing results, see daily field density report for specific test results. Trickter Rig Construction has loaded and transported off site the 1'r-0 material that was rejected per Bob Garrison, the S.D.Deacon Superintendent and the unusable segregated material obtained from the existing base course removal within the repair area of the Walmart property, this work was completed at 11:00 AM. Work continues transporting, placing and compacting the reclaimed 3/4'r-0 material, working from the truck dock ramp North to the intersection, the reclaimed material is being placed in an 8" loose lift and compactive efforts are being applied with the use of a Hamm 3410 single drum vibratory roller, (4)field density tests were performed as work progressed on the unfinished base course, see daily field density report for specific test results. The 7-8" unfinished base course has been placed, using the imported 3/4'r-0 material and compactive efforts were applied . within the Gateway Mall Loop Rd section of the repair area, (5)field density tests have been performed with compaction results meeting or exceeding the minimum 95% compaction requirements of spec section 02300,3.11, A and B, see daily field density report for specific test results. Trickter Rig Construction has completed the unfinished base course throughout the repair area in it's entirety and the process of placing hubs and final grading has started, field density testing will be performed for final acceptance after this work has been completed tomorrow. ©2000-2013 OESTLab by SpectraoEST.com Page I of l .53 Professional Service Industries,Inc. j �—^ In/10/ //hLLLGon 6032 N.Cutter Circle.Suite 480 • 8✓)r�07 ✓ ' Portland,OR 97217 �' L/ T Build 7� CCB No.176269 I LJ L� On L Phone:(503)289-1778 tt Engineering • Consulting • Testing Fax:(503)289-1918 1--- Report No: DFgDS541437--278 Daily Field Report Issue No: 1 WAL-MART STORES, INC. These ten results apply only to the efearc locahens and matenais noted and may rot Client: CC: represent any other locations or elevation&This moon may not be reproduced.encelh 2001 S E 10TH ST BLAKE JOHNSON, BOB in lull,v„thout written permission by Professional Service ledustnes. Inc. II a non- MAIL STOP 5570 compliance appears On ibis report,to the extent mat the reported no compnance GARRISON,CAITLIN tracts me project.the resonmon is outside the PSI scope of enpagement.n BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN 1-77`_L� ERIC JERKOVICH, ROBERT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG SPRINGFIELD, OR HO 'Approved Signatory: Deborah Priest(Special Protect Manager) Date of Issue: 8/13/2013 • Date: 8/12/2013 Technician: Dale Russell C raveled to our Portland office to pickup nuclear gauge# 39334, asphalt sample boxes and the 6" asphalt coring machine and traveled back to the Springfield, Or. Walmart store. Arrived on site and reviewed the site repair evaluation report from Terracon and the pavement repair exhibit EX-A, also performed a site walk through and met Russ Maxiam, the S.D.Deacon site representative, also met with Cory LaVella, presenting Trickter Rig, the on site contractor. Trickter Rig has removed approximately 75% of the existing asphalt within the repair area outlined in Exhibit EX-A, continued removal of the asphalt will resume at 6:30 tomorrow morning. • @2000-2013 OESTLeb by SpeclraQEST,com Page 1 of 1 7/c7 :7C- 7°j Professional Service Industries,Inc. /I ^ n In thmation 6032 N,Cutter Circle,Suite 480 1 L-/TJ r-/ Portland,OR 97217 COB No. 176269 .To Build On Phone:(503)289-1778 (Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-93-C1 Issue Noo 3 3 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest 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 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. 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: 8/7/2013 Mix Data • Supplier Knife River Plant • Knife River Prestress Mix Identification 247RNE7E00 Specified Design Strength(psi) 4000 at age 28 days Details of Sample Date Sampled 6/8/2013 Date Received 6/10/2013 Measured Specified Slump(in) ASTM C 143 5.00 General Location SOG/Sidewalk G-G.8 at 1-1.8,G.5-G.8 at 1.8-3.2 Slump w/plasticizer(in) N/A Sample Location G-0.7 at 1-1.8 Air Temp(°F) 56 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 70 Field Sample No• Field Cure Temp(°F) High Air Content(%) ASTM C 231 4.50 Low Unit Weight(pcf) ASTMC 138 Contractor SD Deacon Batch Size(yd') 10 • Truck No. 65 Ticket No. 3976142 Water Added(gal) Before 5 Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 07:33 Weather Cloudy Time Sampled 08:35 Est.Wind(mph) NA Yd'Placed 10.0 Time Placed 09:00 Est.Rh(%) 0 Time In Truck(mins) 87 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) 0654137-93-C1\1 06/15/13 7 4.01 8.02 12.63 U 47230 3 3740 0654137-93-C1\2 07/06/13 28 4.00 8.01 12.57 U 74155 3 5900 4000 0654137-93-C1\3 07/06/13 28 4.00 8.01 12.57 U 67515 3 5370 4000 0654137-93-C1\4 07/06/13 28 4.00 8.01 12.57 U 67855 3 5400 4000 0654137-93-C1\5 08/03/13 56 4.00 8.01 12.57 U 76230 3 6070 4000 Average 28 Day Compressive Strength(psi) 5560 • Notes Remarks I.Sampling to AS I M C 172 Fracture Type/Remarks:3=039:yen cracking/no cones:C1314:Cone&Split, 2.Speomen(s)Prepared to ASTM C 31 Applicable ASTM standards unless otherwise Indicated: Slump: 0143. 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined • Form No:18970.Report No:CON:0654137-93-CI GP 2000-2011 0ESTLab by SpeclraOESTcom Page 1 of 1 Professional Service Industries,Inc. LJL Information 6032 N.Cutler Circle.Suite 480 /r'rl.�� :(.3)7 Portland,OR 97217 1/ �Q To Build On Phone:(503)289-1778 Engineering+ Consulting • Testing Fax.(503)289-1918 Concrete Test Report Report No: CON:0654137- N Issue ue No: 3 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.If a non-compliance appears on this report,to me extent mat the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT JERKOVICH l 7 Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Spece'Project Manager) Date of Issue: 8/15/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) 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) 142.3 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 7/16/2013 Date Received Measured Specified Slump(in) 4.00 3—5 General Location Misc,Site signage pole bases(13 total).Miscellaneous site Slump w/plasticizer(in) N/A signage(13 placed)within the Walmart parking Mt area. Sample Location c,.„ate.°.aa,e,t,t,,,.,,,,,t,.,me°t„t,n,•c.re•°I„°,r me r.,,.4 Air Temp(°F) 73 Curing Method Concrete Temp(°F) ASTM c l064 79 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 5.00 3.5—6.5 Low Unit Weight(pcf) AsTMC 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(%) 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\44 08/13/13 28 4.01 8.00 12.63 U 74225 3 5880 4000 0654137-206-C1\5 09/10/13 56 U 4000 Average 28 Day Compressive Strength(psi) 6050 Notes Remarks I Sampling to ASTM C I72 Fracture Type/Remarks:3=039:Vert crackinglno cones:01314:Cone 8 Split, 2.Specimen(s)Prepared to ASTM C 31 A-1 Straight Line on site placing the Knife River Mix IDe 081-40NE7e00,4000 psi structural 3 Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231.C=Combined concrete for the sign post bases being placed at the required places as per detail within the parking lot areas of the Walmart properly. 4000 psi concrete placed,3500 psi concrete required. Form No:18970,Report No:OON:0654137-206-C1 @ 2000-2011 OESTLab by SpectraOESr.com Page 1 of 1 . _ Professional Service Industries,Inc r( p Information 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 CT1Q 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 Issue ue 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 run,without written permission by Professional Service 5570 CAITLIN NUGENT Industries Inc,If a non-compliance appears on this report,to the extent mat the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH rJ Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE 7- SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Protect Manager) Date of Issue: 8/15/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement 1 (Ib) CalPortland,Type I- II 1105 N/A Plant Cement 2(Ib) Ashgrove,Grade 100 Slag 395 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, 1720 1.00 Design Unit Weight(pcf) 142.3 Coarse Agg 2(Ib) 3/4"-#4 PCC Rock, Delta 2150 2.50 Cement Factor(Sacks/yd') 7.34 Fine Agg(Ib) PCC Sand, Delta 2350 3.20 Water-Cement Ratio(Ib/Ib) 0.39 • Admix Agg 1 (Ib) BASF AE-90 6.0 N/A Admix Agg 2(Ib) BASF Pozzolith 80 58.0 N/A Water(gal) Well/Eugene R-Mix Plant 31.0 N/A Details of Sample Date Sampled 7/18/2013 Date Received 7/19/2013 Measured Specified Slump(in) 3.75 3-5 General Location Walmart,Springfield Oregon.Store#4178.Curb on the exterior of Slump w/plasticizer(in) N/A Sample Location the North side of the front vestibule, Air Temp(°F) 86 the mlo Faro Curing Method One day Field/Laboratory Cure Concrete Temp("F) ASTM c 1064 76 Field Sample No Field Cure Temp("F) High Air Content VA) ASTM c 231 4.50 3.5-6.5 • Low Unit Weight(pcf) ASTM c 138 142.8 142.3 Contractor Dynasty Concrete Batch Size(yd') 2 Truck No. 66 Ticket No. 3977125 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 14:53 Weather Clear Time Sampled 15:55 Est.Wind(mph) 0-3 MPH Yd'Placed 2.0 Time Placed 15:40 Est.Rh(To) 66 Time In Truck(mins) 47 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) 0654137-208-C1\1 07/25/13 7 4.01 8.03 12.63 U 57125 3 4520 0654137-208-C1\2 08/15/13 28 4.01 8.02 12.63 U 85030 3 6730 4000 0654137-208-C1\3 08/15/13 28 4.01 8.00 12.63 U 87505 3 6930 4000 0654137-208-C1\4 08/15/13 28 4.01 8.02 12.63 U 93670 3 7420 4000 0654137-208-C1\5 09/12/13 56 U 4000 Average 28 Day Compressive Strength(psi) 7030 Notes Remarks 1.Sampting to ASTM C 172 Fracture Type/Remarks:3=C39:Vert cracking/no cones:C13 t4:Cone 8 Split. 2.Specimen(s)Prepared to ASTM C 31 All concrete placed was consolidated by hand,all concrete placed was broom finished. 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined , 4000 psi placed,3500 psi required. Form No:18970,Report No:CON:0654137-208-CI ©2000-2011 OESTLab by SpecfraOEST,coin Page 1 of 1 Professional Service Industries,Inc. • 1` ( /n In o nation 6032 N.Cutter Circle,Suite 480 • ((),f(r�>2d'7O .T .p /') Portland,OR 97217 CCB No. 176269 (JW �� .iO u�IU 012 Phone:(503)289-1778 Engineering •• Consulting •• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-13 N Issue No:o: 3 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. ROB RT CASTILE ICH L/ L.� Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU. Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 8/19/2013 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(pcf) 142.3 Coarse Agg 2(Ib) 3/4"PCC Rock Delta 8960 2.50 Cement Factor(Sacks/yd') 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 To 4 General Location Walmart Neighborhood Market 44178.4'wide truck dock ramp Slump w/plasticizer(in) N/A Sample Location apron grids A-A.elrom 4.5-4.6. 'Air Temp(°F) 60 rFrn, l ,,,°,hoFl A n,nadir mla°m finnan moll 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(yd') 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 Yd'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) TypefRemark 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 4.01 8.01 12.63 U 91895 3 7280 4000 0654137-138-C1\3 07/20/13 28 4.01 8.02 12,60 U 90670 3 7200 4000 0654137-138-C1\4 07/20/13 28 4.00 8.01 12.57 U 91915 3 7310 4000 0654137-138-C1\5 08/17/13 56 4.01 8.01 12.63 U 100615 3 7970 4000 Average 28 Day Compressive Strength(psi) 7260 Notes Remarks 1.Sampting to ASTM C 172 Fracture Type/Remarks:3=C39.yen cracking/no cones;C1314:Cone&Split, 2.Specinlen(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 B=Bonded ASTM C 617.U=Unbonded ASTM C 1231,0=Combined had the required W2 x W2-6 x 6 welded wire fabric installed per detail 2 of sheet C.8.0,also the dowels for the door stoop per detail 5/52.1 and the truck dock ramp dowels per detail 13152.1 nave been installed prior to concrete placement. Dynasty Concrete Co..on site to place 30 yds of Knife River mix IN 081-40NE7C00,4000 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(1)set of(5)4 x 8 cylinders for compressive strength verification testing at 7.28 and 56 days. Form No'18970,Report No:CON:0654137-138-cI ©2000.20H OESTLae by Spectra0ESTcont Page 1 of 1 Professional Service Industries.Inc. Info onation 6032 N.Culler Circle,Suite 480 (7_73 )1/ . Portland,OR 97217 I,i‘ To Build On DDB No. 176269 Phone:(503)289-1778 IEngineering • Consulting • Testing Fax:(503)289-1918 `---_ Concrete Test Report Report No: CON:0654137-98 :1 Issue No: 4 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials Poled 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.tea non-compliance appears on this report to the extent mat 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 c '7 Approved Signatory.Deborah Priest(Specal Project Manager) _ Dale of Issue: 8/7/2013 Mix Data Mix Data Submitted By Material Source Amount Moisture(%) 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 Z,1 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 1°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) ASTM c 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 (Ibf) Type/Remark 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 4.01 8.01 12.63 U 92270 3 7310 4000 Average 28 Day Compressive Strength(psi) 6920 Notes Remarks I.Sampling to AST M C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone&Shear,3= 2.Specimen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones:C1314:Cone 8 Split,5=039:Side fracture-opposite ends:01314: 3.Capoing 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: 18970,Report No:CON:0654137-98-CI ©2000-2011 OESTLab by SpecrraOESTcom Page 1 of 1 Professional Service Industries,Inc. Lift Into. n Donation 6032 N.Cutter Cede,Suite 480 111 JJ e, tip �)(n� t Portland,OR 97217 )+ %U CCB NO 17fi269 ! x?+i+� -- .To 4-+u��Cl On Phone:(503)289-1778 /`/Engineering •• Consulting •• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-136-C1 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 Tenon 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. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE // SPRINGFIELD, OR WILSON HU ( -z Approved Signatory.Deborah Priest(Special Project Manager) Date of Issue: 8/15/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(WO Supplier Knife River Cement 1 (Ib) CalPortland,type I-II 5905 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 slag 1490 N/A Mix Identification 081-40N57EC00 • Fly Ash(Ib) N/A - Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4 Crushed Rock Delta 9660 2.80 Design Unit Weight(pcf) 142.3 Coarse Agg 2(Ib) 3/4"PCC Rock Delta 9520 2.50 Cement Factor(Sacks/yd') 7.34 Fine Agg (Ib) PCC Sand, Delta 12790 3.60 Water-Cement Ratio(Ib/Ib) 0.39 Admix Agg 1 (Ib) BASF AE-90 34.0 N/A Admix Agg 2(Ib) BASF Pozzolith 80 298.0 N/A Water(gal) Well/Eugene R-Mix, Rant 202.0 N/A Details of Sample Date Sampled 6/20/2013 Date Received 6/21/2013 Measured Specified Slump(in) 4.00 3-5 General Location ADA tamp and curbs,North side of center island.Far east curbs Slump w/plasticizer(in) N/A Sample Location and ADA ramp at toeeast end. Air Temp(°F) 65 Sidnr uIL o r rFe CwFm°t� of c ierinn V.rrildinn mrr in Curing Method • One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 75 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 5.80 3.5-6.5 Low Unit Weight(pcf) ASTM c 138 139.2 142.3 Contractor Dynasty Concrete Batch Size(yd°) 10.8 Truck No. 690 Ticket No. 3976451 Water Added(gal) Before 5 Sampled By Dale Russell After 0 Submitted By Glenn Meek Time Batched 15:31 Weather Showers Time Sampled 16:25 Est.Wind(mph) 0-5 Yd°Placed 10.9 Time Placed 16:05 Est.Rh(%) 88 Time In Truck(mins) 34 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) TypeiRemark Strength(psi) Strength(psi) 0654137-136-C1\1 06/27/13 7 4.00 8.01 12.57 U 57375 3 4570 0654137-136-C1\2 07/18/13 28 4.01 8.01 12.60 U 88095 3 6990 3500 0654137-136-C1\3 07/18/13 28 4.01 8.01 12.60 U 87450 3 6940 3500 0654137-136-C1\4 07/18/13 28 4.01 8.01 12.63 U 86350 2 6840 3500 0654137-136-C1\5 08/15/13 56 4.01 8.00 12.63 U 96880 3 7670 3500 Average 28 Day Compressive Strength(psi) 6920 • Notes Remarks 1.Samoting to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone&Shear,3= 2.Specimen(s)Prepared to ASTM C 31 C39''Vert cracking/no cones:C1314:Cane S.Split. 3.Caooing n=flonded ASTM C 617,U=Unbonded ASTM C 1231.C=Combined Dynasty Concrete Co..on site placing Knife River Mix ID#081-40NE7C00,4000 psi structural concrete for the sidewalks previously mentioned.sampled mid load of truck and performed testing for slump.air entrainment,temperature.yield and unit weight. Cast(I)set of(5)4 x 8 cylinders for compressive strength verification at 7.28 and 56 days. All concrete was consolidated by hand and hand finished. Form No:18970,Report No:CON:0654137-136-C1 02000-2011 OESTLab by SpecIraOESTcom Page 1 oft ,---. Professional Service Industries,Inc. �1'i( L ' Inf bmwst60n 6032 N.Curer Circle,Suite 480 //)ry�/�� 7' R Portland,OR 97217 CCB No.176269 17z-/ �° •101/ulld On Phone:(503)289-1778 I Engineering •• Consulting •• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-116 Report Issue No:o: 3 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.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 f7 SPRINGFIELD, OR WILSON HU l Approved Signatory.Deborah Priest(Special Project Manager) • Date of Issue'. 8/11/2013 Mix Data Mix Data Submitted By Material Source Amount Moisture(%) Supplier Knife River Cement 1 (Ib) CalPortland, type I-II 5080 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 slag 1700 N/A • Mix Identification Fly Ash(Ib) N/A Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4 Crushed Rock Delta 8890 2.80 Design Unit Weight(pcf) 142.6 Coarse Agg 2(Ib) 3/4"PCC Rock Delta 8840 1.00 Cement Factor(Sacks/yd') 7.26 Fine Agg (Ib) PCC SAND 12370 4.30 Water-Cement Ratio(Ib/Ib) 0.38 Admix Agg 1 (Ib) MBAE 90 27.0 N/A Admix Agg 2(Ib) Pozz 80 274.0 N/A - Water(gal) Well/Eugene R-Mix, Plant 192.0 N/A Details of Sample Date Sampled 6/12/2013 Date Received 6/14/2013 Measured Specified Slump(in) 4.00 2 to 4 General Location Northwest corner of existing building Slump w/plasticizer(in) N/A Sample Location Bale and Pallet storage area,S.O.G Air Temp(°F) 70 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 68 Field Sample No Field Cure Temp(W) High 77 Air Content(%) ASTM c 231 4.50 3 5 To 6.5 Low 60 Unit Weight(pcf) ASTM C 138 141.4 142.6 Contractor Dynasty Concrete - Batch Size(yd') 10 Truck No. 394 Ticket No. 3976254 Water Added(gal) Before 0 • Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 16:01 Weather Cloudy Time Sampled 17:05 Est.Wind(mph) 0-3mph Yd'Placed 34.0 Time Placed 16:47 Est. Rh(%) 60 Time In Truck(mins) 46 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) 0654137-116-cal 06/19/13 7 4.01 8.01 12.63 U 55210 2 4370 0654137-116-C2\2 07/10/13 28 4.01 8.02 12.63 U 80430 2 6370 4000 0654137-116-C2\3 07/10/13 28 4.01 8.02 12.63- U 79095 3 6260 4000 0654137-116-C214 07/10/13 28 4.01 8.02 12.63 U 86700 3 6860 4000 0654137-116-C2\5 08/07/13 56 4.01 8.01 12.63 U 84870 3 6720 4000 Average 28 Day Compressive Strength(psi) 6500 • Notes Remarks I.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C13I4:Cone&shear.3= 2.Spectmen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones:C13I4:Cone 8 split, 3.Capping B=Bonded ASTM C 617,u=unbonded ASTM C 1231.C=Combined Dynasty Concrete Co..on site to place 43 yds of Knife River Mix I0#081-7RNE7E00.4000 psi structural concrete tar the 6'S.O.G.of the Bale and Pallet storage area. All concrete was consolidated using hand held vibrators and all concrete around the drain was vibrated to assure proper consolidation was achieved.all concrete was broom finshined. Form No:18970,Report No:CON:0654137-116-C2 02000-2011 OESTLab by Spectra0ESTcom Page 1 of 1 Professional Service Industries.Inc. i. .`� p IY1fOi7nation • 6032 N.Cutter Circle,Suite 480 /{At L�Q TO Budd CO3 No.1/76269217 / t tic. .1 t7✓ultC�Of Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-11 N Issue No: 3 '' Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest 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 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. 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: 8/11/2013 Mix Data Mix Data Submitted By Material Source Amount Moisture(%) Supplier Knife River Cement 1 (Ib) -CalPortland,type I-II 5505 N/A Plant • Cement 2(Ib) Ashgrove, Grade 100 slag 1875 N/A Mix Identification Fly Ash(Ib) N/A Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4 Crushed Rock Delta 9400 1.00 Design Unit Weight(pcf) 142.6 Coarse Agg 2(Ib) 3/4"PCC Rock Delta 9360 1,00 Cement Factor(Sacks/yd') 7.26 Fine Agg (Ib) PCC SAND 13240 5.00 Water-Cement Ratio(Ib/Ib) 0.38 Admix Agg 1 (Ib) MBAE 90 29.0 N/A Admix Agg 2(Ib) Pozz 80 298.0 N/A Water(gal) Well/Eugene R-Mix, Plant 221.0 N/A Details of Sample . Date Sampled 6/12/2013 Date Received 6/14/2013 Measured Specified Slump(in) 4.00 2 TU 4 General Location Curb and Sidewalk Slump w/plasticizer(in) N/A Sample Location Full height 6"curb and sidewalk of center island, • Air Temp(°F) 74 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 72 Field Sample No Field Cure Temp(°F) High 77 Air Content(%) ASTMI c 231 5.20 3.5 to 6.5 Low 60 Unit Weight(pcf) ASTMC 138 140,2 142.6 Contractor Dynasty Concrete Batch Size(yd') 10.8 Truck No. 382 Ticket No. 3978481 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 11:09 Weather Cloudy - Time Sampled 12:15 Est.Wind(mph) 0-3mph Vd'Placed 23.8 Time Placed 12:00 Est. Rh (%) 60 Time In Truck(mins) 51 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) TypelRemark Strength(psi) Strength(psi) 0654137-116-C1\1 06/19/13 7 4.01 8.01 12.63 U 53180 3 4210 0654137-116-C1\2 07/10/13 28 4.01 8.02 12.63 U 77265 3 6120 4000 0654137-116-C1\3 07/10/13 28 4.01 8.02 12.63 U 88495 3 7010 4000 0654137-115-C1\4 07/10/13 28 4.01 8.02 12.63 U 75445 3 5970 4000 0654137-116-C1\5 08/07/13 56 4.01 8.00 12.63 U 90555 3 7170 4000 Average 28 Day Compressive Strength(psi) 6370 Notes Remarks I.Sampling to ASTM C 172 Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314:Cone 8 Split, 2.Specimen(s)Prepared to AS1 M C 31 Dynasty Concrete Co.,on site to place Knife River Mix ID#081-7RNE7E00,4000 psi structural 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined concrete for the 6"full height curb and sidewalks of the center island,North side. Sampled concrete mid load of first truck and performed testing for slump.temperature,unit weight,entrained air and yield,cast(1)set of(5)4x8 cylinders Icr compressive strength testing. All concrete placed was hand consolidated and broom finished. Form No:18970.Report No:CON:0654137-116.01 ©2000-2011 QESTLab by SpecfraQEST.com Page 1 of 1 Professional Service Industries.Inc. i7]"-Q 1n f onnation 6032 N.Cutter Circle,Suite 480 �-r Portland,OR 97217 . (/'/��" ',-=/Q T ]�mid GCB No. 176269 1-/ r •IQ✓ul(�` On Phone:(503)289-1778 Engineering • Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:06541 37-1 7 N Issue No: 3 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specirc locations and materials noted and may not represent any other locations or elevations.This moon may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,Inc. fa in without wappe permission report. Service 5570 CAITLIN NUGENT Industries, c.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 -t Approved Signatory Deborah Priest(Special Project Manager) Date of Issue: 8/11/2013 Mix Data Mix Data Submitted By Material Source Amount Moisture(Ye) Supplier Knife River Cement 1 (Ib) CalPortland,type I-II 4085 N/A Plant Knife River Prestress Cement 2(Ib) Ashgrove, Grade 100 slag 1370 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 7040 1.00 Design Unit Weight(pcf) 142.6 Coarse Agg 2 (Ib) 3/4" #4 Crush, Delta 7080 2.80 Cement Factor(Sacks/yd') 7.26 Fine Agg (Ib) PCC SAND 9850 4.00 Water-Cement Ratio(Ib/Ib) 0.38 Admix Agg 1 (Ib) BASF AE-90 22.0 N/A Admix Agg 2(Ib) BASF Pozzolith 80 222.0 'N/A Water(gal) Well/Eugene R-Mix,Plant 157.0 N/A Details of Sample Date Sampled 6/13/2013 Date Received 6/14/2013 Measured Specified Slump(in) 3.75 3-5 General Location Store front Slump w/plasticizer(in) N/A ' Sample Location Bollards placed along storefront from grids 1.4 to Air Temp(°F) 63 Curing Method One day Field/Laboratory Cure i Concrete Temp(°F) ASTM C 1064 68 Field Sample No Field Cure Temp(°F) High 75 Air Content(%) ASTM C 231 4.80 3.5-6.5 Low 61 Unit Weight(pcf) ASTMC 138 142.6 142.6 Contractor Batch Size(yd') 8 Truck No. 558 Ticket No. 3976273 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 12:30 Weather Showers Time Sampled 13:25 Est.Wind(mph) 0-4 Yd°Placed 8.0 Time Placed 13:10 Est. Rh(Ye) 83 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) TypelRemark Strength(psi) Strength(psi) 0654137-117-C1 1 1 06/20/13 7 4.01 8.02 12.63 • U 64055 3 5070 0654137-117-C1\2 07/11/13 28 4.01 8.01 12.63 U 98095 3 • 7770 3500 0654137-117-C1\3 07/11/13 28 4.01 8.01 12.63 U 97600 3 7730 3500 0654137-117-C1\4 07/11/13 28 4.01 8.01 12.63 U 92170 3 7300 3500 0654137-117-C1\5 08/08/13 56 4.01 8.01 12.63 U 104560 3 8280 ' 3500 Average 28 Day Compressive Strength(psi) 7600 Notes Remarks I.Samplmg to ASTM a 172 Fracture Type/Remarks:3=C39:yen cracking/no cones:01314:Cone&Split. 2.Soecimen(s)Prepared to ASTM C 31 A1-Straighttine is on site placing Knife River Mix toe 081-7RNE7E00,4000 psi structural 3 Capping B=Bonded ASTM 6 617,U=Unbonded ASTM C 1231,C=Combined concrete,plans require 3500 psi,per sheet C-9.0/1. 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