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17-25789 Permit File Report No: PRR:01011937-1 Professional Service Industries, Inc. Issue No: 1 4960 Vulcan Ave, Suite C Columbus, OH 43228 Phone: (614) 876-8000 These test results apply only to the specific locations and materials Fax: (614) 876-0548 noted and may not represent any other locations or elevations. This report may not be reproduced, except in full, without written permission by Professional Service Industries, Inc. If a non- compliance appears on this report, to the extent that the reported Proofroll Report non-compliance impacts the project, the resolution is outside the PSI scope of engagement. Client:CC: CARRA BUILDERS 335 HULS DRIVE ERIC WALL CLAYTON, OH 45315 Project: AVERY RD CAR WASH Justin Bufkin (Staff Engineer) Approved Signatory: DUBLIN, OH 9/13/2017 Date of Issue: General Details 9/11/2017Duffy McSweeney Date:Technician: Partly Cloudy Weather: Item Ú·²¿´ ­«¾¹®¿¼» º±® ¼®·ª»©¿§ñ°¿®µ·²¹ ¿®»¿ Ú·²¿´ ­«¾¹®¿¼» º±® ¾«·´¼·²¹ °¿¼ ß¹¹®»¹¿¬» ¾¿­» º±® ¼®·ª»©¿§ñ°¿®µ·²¹ ¿®»¿ ß¹¹®»¹¿¬» ¾¿­» º±® ¾«·´¼·²¹ °¿¼ ͬ®·°°»¼ ­«¾¹®¿¼» °®·±® ¬± ¬¸» °´¿½»³»²¬ ±º º·´´ ß¹¹®»¹¿¬» ¾¿­» º±® ®±¿¼©¿§ñ¿·®º·»´¼ Reported elevation of subgrade at time of proofroll (ft): 839.33 Area of proofroll (grid points or attach sketch):See Sketch Equipment used to proofroll the prepared area (make & 1989 International & 2300 model): Approximate weight of vehicle including load (lbs):42000 Visual description of subgrade soil or aggregate base:Mixed brown clay and ODOT 304 Fill required to achieve final subgrade elevation:Yes Amount of fill required to achieve final subgrade 1 elevation (ft): Based on our observations, the IS identified in this report IS NOT 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:Duffy McSweeney Sketch Attached:YES Comments Comments PSI spoke to Mike Baily about the vehicle gross weight being low and that it's be noted. Just North of the existing building needs undercut and filled 1' due to soft area. © 2000-2017 QESTLab by SpectraQEST.comPage 1 of 1 Report No: RSI:01011937-2 Professional Service Industries, Inc. Issue No: 1 4960 Vulcan Ave, Suite C Columbus, OH 43228 Phone: (614) 876-8000 These test results apply only to the specific locations and materials Fax: (614) 876-0548 noted and may not represent any other locations or elevations. This report may not be reproduced, except in full, without written permission by Professional Service Industries, Inc. If a non- compliance appears on this report, to the extent that the reported Reinforcing Steel Observation Report non-compliance impacts the project, the resolution is outside the PSI scope of engagement. CARRA BUILDERS Client:CC: 335 HULS DRIVE ERIC WALL CLAYTON, OH 45315 Project:AVERY RD CAR WASH Approved Signatory:Justin Bufkin (Staff Engineer) DUBLIN, OH Date of Issue:9/19/2017 General Details 9/18/2017Duffy McSweeney Date:Technician: Cloudy Weather: Avery Road Car Wash - Full Service Wash Bay Addition General Location: Location Ú±±¬·²¹ Û´»ª¿¬»¼ Í´¿¾ з»®­ ݱ´«³²­ Í´¿¾óѲóÙ®¿¼» Þ»¿³ з´¿­¬»® É¿´´ п²»´ Ú±«²¼¿¬·±² É¿´´ Ѭ¸»®æ General Details (cont.) Full Service Was Bay Addition Building/Unit No. 97.33 Elevation (ft): All wall footing - See attached picture Specific Location (grid lines): Plans Used: ݱ²¬®¿½¬ Ü®¿©·²¹­ ß°°®±ª»¼ ͸±° Ü®¿©·²¹­ 05/03/17 Current Date and Revision/Submittal No. on Drawings: A-3 (Foundation Detail) & A-4.1 Drawing (page) and Detail Nos.: Reinforcing Steel Size & number of bars as specifiedBars properly tied and positioned YesYes Lap lengths as specified YesYes Spacing of bars as specifiedBars clean (no foreign matter) YesYes Dowels in place and tiedClearance around rebar as specified YesYes Epoxy coating specifiedRebar epoxy coated N/AN/A Non-Conformance Items DescriptionWho NotifiedHow / Date Corrected Comments © 2000-2017 QESTLab by SpectraQEST.comPage 1 of 1 Report No: RSI:01011937-4 Professional Service Industries, Inc. Issue No: 1 4960 Vulcan Ave, Suite C Columbus, OH 43228 Phone: (614) 876-8000 These test results apply only to the specific locations and materials Fax: (614) 876-0548 noted and may not represent any other locations or elevations. This report may not be reproduced, except in full, without written permission by Professional Service Industries, Inc. If a non- compliance appears on this report, to the extent that the reported Reinforcing Steel Observation Report non-compliance impacts the project, the resolution is outside the PSI scope of engagement. CARRA BUILDERS Client:CC: 335 HULS DRIVE ERIC WALL CLAYTON, OH 45315 Project:AVERY RD CAR WASH Approved Signatory:Justin Bufkin (Staff Engineer) DUBLIN, OH Date of Issue:9/22/2017 General Details 9/20/2017Clyde Lindemuth Date:Technician: Cloudy Weather: Bay 1 pit slab General Location: Location Ú±±¬·²¹ Û´»ª¿¬»¼ Í´¿¾ з»®­ ݱ´«³²­ Í´¿¾óѲóÙ®¿¼» Þ»¿³ з´¿­¬»® É¿´´ п²»´ Ú±«²¼¿¬·±² É¿´´ Ѭ¸»®æ General Details (cont.) Bay 1 pit slab Building/Unit No. -36" Elevation (ft): See map Specific Location (grid lines): Plans Used: ݱ²¬®¿½¬ Ü®¿©·²¹­ ß°°®±ª»¼ ͸±° Ü®¿©·²¹­ 5/3/17 Current Date and Revision/Submittal No. on Drawings: A-3/A-4.1 Drawing (page) and Detail Nos.: Reinforcing Steel Size & number of bars as specifiedBars properly tied and positioned YesYes Lap lengths as specified YesYes Spacing of bars as specifiedBars clean (no foreign matter) YesYes Dowels in place and tiedClearance around rebar as specified YesYes Epoxy coating specifiedRebar epoxy coated N/AN/A Non-Conformance Items DescriptionWho NotifiedHow / Date Corrected Comments © 2000-2017 QESTLab by SpectraQEST.comPage 1 of 1 Report No: SDFR:01011937-2 Professional Service Industries, Inc. Issue No: 1 4960 Vulcan Ave, Suite C Columbus, OH 43228 These test results apply only to the specific locations and materials Phone: (614) 876-8000 noted and may not represent any other locations or elevations. This report may not be reproduced, except in full, without written Fax: (614) 876-0548 permission by Professional Service Industries, Inc. If a non- compliance appears on this report, to the extent that the reported Summary Daily Field Report non-compliance impacts the project, the resolution is outside the PSI scope of engagement. CARRA BUILDERS Client:CC: 335 HULS DRIVE ERIC WALL CLAYTON, OH 45315 AVERY RD CAR WASH Project: Justin Bufkin (Staff Engineer) Approved Signatory: DUBLIN, OH 9/19/2017 Date of Issue: 9/18/2017 Date: Cloudy WEATHER: 62 ºF TO 81 ºF TEMPERATURE RANGE: Duffy McSweeney PSI REPRESENTATIVE: TYPE OF INSPECTION BEING PERFORMED SOILSCONCRETE FOUNDATIONSBATCH PLANT CONTROLLED FILL (COMPACTION) SPECIMEN TRANSPORT ASPHALTOTHER BATCH PLANT PLACEMENT (JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: As requested, a representative of PSI was present at the above referenced site to check soil bearing, observe footing reinforcing steel, and sample/test concrete. The City of Dublin inspector approved the footing to be placed. © 2000-2017 QESTLab by SpectraQEST.comPage 1 of 1 Report No: SDFR:01011937-5 Professional Service Industries, Inc. Issue No: 1 4960 Vulcan Ave, Suite C Columbus, OH 43228 These test results apply only to the specific locations and materials Phone: (614) 876-8000 noted and may not represent any other locations or elevations. This report may not be reproduced, except in full, without written Fax: (614) 876-0548 permission by Professional Service Industries, Inc. If a non- compliance appears on this report, to the extent that the reported Summary Daily Field Report non-compliance impacts the project, the resolution is outside the PSI scope of engagement. CARRA BUILDERS Client:CC: 335 HULS DRIVE ERIC WALL CLAYTON, OH 45315 AVERY RD CAR WASH Project: Justin Bufkin (Staff Engineer) Approved Signatory: DUBLIN, OH 9/25/2017 Date of Issue: 9/21/2017 Date: overcast WEATHER: 75 ºF TO 80 ºF TEMPERATURE RANGE: Arin Gertsen PSI REPRESENTATIVE: TYPE OF INSPECTION BEING PERFORMED SOILSCONCRETE FOUNDATIONSBATCH PLANT CONTROLLED FILL (COMPACTION) SPECIMEN TRANSPORT ASPHALTOTHER 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 1 set of 5 cylinders cast by PSI on 9/20/17 which were transported back to the PSI laboratory for further curing and compressive strength testing. © 2000-2017 QESTLab by SpectraQEST.comPage 1 of 1 Report No: SDFR:01011937-7 Professional Service Industries, Inc. Issue No: 1 4960 Vulcan Ave, Suite C Columbus, OH 43228 These test results apply only to the specific locations and materials Phone: (614) 876-8000 noted and may not represent any other locations or elevations. This report may not be reproduced, except in full, without written Fax: (614) 876-0548 permission by Professional Service Industries, Inc. If a non- compliance appears on this report, to the extent that the reported Summary Daily Field Report non-compliance impacts the project, the resolution is outside the PSI scope of engagement. CARRA BUILDERS Client:CC: 335 HULS DRIVE ERIC WALL CLAYTON, OH 45315 AVERY RD CAR WASH Project: Justin Bufkin (Staff Engineer) Approved Signatory: DUBLIN, OH 9/28/2017 Date of Issue: 9/27/2017 Date: Clear WEATHER: 75 ºF TO 80 ºF TEMPERATURE RANGE: Edward Hartless PSI REPRESENTATIVE: TYPE OF INSPECTION BEING PERFORMED SOILSCONCRETE FOUNDATIONSBATCH PLANT CONTROLLED FILL (COMPACTION) SPECIMEN TRANSPORT ASPHALTOTHER 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 one set of concrete cylinders cast by PSI on 9/26/17. The cylinders were then transported back to the PSI laboratory for further curing and compressive strength testing. © 2000-2017 QESTLab by SpectraQEST.comPage 1 of 1   December 22, 2017 Mr. Mike Bailey Carra Builders 335 Huls Dr. Clayton, OH 45315 RE: Building Foundation Interim Report of Special Inspections Touch of Class Carwash Dublin, OH Permit No. CBLD 17-25789 5740 Avery Road Dublin, Ohio 43016 PSI Report No. 0101937-17 Dear Mr. Mike Bailey, On December 22, 2017, PSI was requested by Mr. Mike Bailey with Carra Builders to provide a building foundation interim report of special inspections summary letter. observations and tests during construction of the Touch of Class Car Wash foundations. PSI performed tests and observations on a continuous and periodic basis as scheduled by Mike Bailey with Carra Builders between September 18, 2017 and September 20, 2017. dimensional verification and approximate soil bearing strength testing with a handheld spring-loaded soil penetrometer, and 2) building foundation cast-in-place concrete sampling and testing. Foundation observations and testing services were performed at locations conforming to the Foundation and Reinforced concrete notes on the project construction documents. Special inspection activities were performed to verify that work being tested or observed was in conformance to the applicable project drawings and specifications. Observations and tests were performed and reported in general accordance with applicable ASTM and ACI standards and OBC specifications for PSI Project 01011937 in reports numbered 2 through 5. Copies of the testing and observation reports are available upon request. If you have any further requests, please feel free to contact us at any time. Best regards, David M. Soldaini, E.I. Matthew J. Decker, P.E. Staff Engineer Department Manager Construction Services Construction Services