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Report (674) Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 e?)p5. 2Z4r February 22, 1999 98 -2841. CTI Permit No. 98- 0228/98 -0020 FIELD INSPECTION REPORT DATES COVERED: February 18, 1999 PROJECT: Creekview Business Park - Bldg Ae / ADDRESS: 15865 SW 74th Avenue, Tigard, OR INSPECTOR: C. Yuckert, Sr. COP#416, WABO #YUC485919 02- 18 -99: CTI representative was on site, at the request of Nick of Grigsby Construction, to observe and document the completed welds that were missing, per report dated February 17, 1999. This inspector found that welding had been done, but it had undercut in the plane of stress. Welders certification and welding procedure specifications are on file. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, RLSON TESTING, C. b- PRESIDENT Douglas W. Leach President CY /tja cc: Pacific Realty Ventures - John Miller VLMK - John Brooks Grigsby Construction Co - Bill Ward City of Tigard Building Dept GEO Design Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson 'Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 Special Inspection - � `-1 d �..� O 2-2—r-- FINAL SUMMARY LETTER February 26, 1999 #98 -2841 City of Tigard 131225 SW Hall Blvd., Tigard, OR 97223 -8199 Attn: Building Department Re: Creekview Business Park - Building A 15865 SW 74th, Tigard, OR Permit No: BUP98- 0228/98 -0020 Dear Sir/Madam: This is to certify that in accordance with Chapter 17 of the Uniform Building Code, we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete Structural Steel - Shop and Field, Includes Verification of Welder Certifications, Material Certifications and Weld Procedures All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARL ' TESTING, INC. // J - +f-s F. Hietpas *1 : i e Assurance Manager JFH:jdk cc: Pacific Reality Ventures - John Miller VLMK - John Brooks Grigsby Construction Company - Bill Ward Geo Design P: \WORD\ REPORTSFINLTR\98-2841 Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE �}. Inc igard, Oregon 97281 Salem, OR 97301 C arl S ® ^n : 1 1 e sling i hone (503) 684 -3460 Phone (503) 589 -1252 9 FAX (503) 684 -0954 FAX (503) 589 -1309 February 19, 1999 98- 2841.CTI Permit No. 98- 0228 -98 -0020 FIELD INSPECTION REPORT DATES COVERED: February 11, 1999 PROJECT: Creekview Business Park - Bldg 9(- ADDRESS: 15865 SW 74th Avenue, Tigard, OR INSPECTOR: J. Svacek COP #649, WABO#SVA520867 02- 11 -99: CTI representative as onsite to provide visual inspection of welded details: Building A- 9/S4 joist at wall is missing welds at (4) locations. Several loose 3 /4" diameter wedge anchors at ledger and 7/8" diameter wedge anchors at bearing angles. All other welded details appear acceptable. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office.' If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. 1 r 4 I Douglas v / t4d-f, aT President JS:dk cc: Pacific Realty Ventures - John Miller VLMK - John Brooks Grigsby Construction Co - Bill Ward City of Tigard Building Dept GEO Design 98 -2841 A.FR1 Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Inc. Tigard, Oregon 97281 Salem, OR 97301 Phone (503) Carlson Testing, c Phone (503) FAX (503) 684-0954 684-3460 FAX (503) 589 • February 19, 1999 98- 2841.CTI Permit No. 98- 0228/98 -0020 FIELD INSPECTION REPORT DATES COVERED: February 17, 1999 PROJECT: Creekview Business Park - Bldg A ADDRESS: 15865 SW 74th Avenue, Tigard, OR INSPECTOR: C. Yuckert, Sr. COP#416, WABO#YUC485919 02- 17 -99: CTI representative was on site, at the request of Nick of Grigsby Construction, to observe and document the corrections on previously listed outstanding items described in J. Svacek's report dated 2/11/99. Representative observed the following: 1) The (4) locations listed on report, dated 11 -30 -98 where missing welds were reported, (3) were corrected and (1) is still missing. 2) Expansion anchors in ledger angles are as follows: a) Various lengths of embedment. From no threads showing outside the nut, to 2'/2" outside of concrete. b) Not tight. c) Some at sharp angles so nut is only in contact at (1) edge. Needs beveled washers. Spoke with John and Jason of VLMK regarding expansion anchors, as a result of this discussion, the Engineer will review and advise. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, ARLSON TESTING INC. Y « � b,-A1 DouglasW.ENT President CY:dk cc: Pacific Realty Ventures - John Miller VLMK - John Brooks Grigsby Construction Co - Bill Ward City of Tigard Building Dept GEO Design Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 March 4, 1999 98- 2841.CTI Permit No. 98- 0228/98 -0020 FIELD INSPECTION REPORT DATES COVERED: February 22, 1999 PROJECT: Creekview Business Park - Bldg A ADDRESS: 15865 SW 74th Avenue, Tigard, OR INSPECTOR: C. Yuckert, Sr. COP#416, WABO #YUC485919 02- 22 -99: CTI representative was onsite to observe and document the correction on the undercut weld listed on report dated 02- 18 -99. Found corrections to be correct. Welders certificates and WPS are on file. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. 0. DeAlaMtled6hrAj g4- President PRESIDENT CMY /Ijm cc: Pacific Realty Ventures - John Miller VLMK - John Brooks Grigsby Construction Co - Bill Ward City of Tigard Building Dept GEO Design 02/26/99 FRI 08:08 FAX 503 684 0954 CARLSON TESTING EJo02 Main Office Branch Office P,O. Box 23814 4060 Hudson Ave„ NE p ' igard, Oregon 97281 Salem, OR 97301 T esting, sting Inc. Ire• Phone '(503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684-0954 FAX (503) 589 -1309 Special Inspection FINAL SUMMARY LETTER February 26, 1999 #98 -2841 City of Tigard 131225 SW Hall Blvd., Tigard, OR 97223 -8199 Attn: Building Department Re: Creekview Business Park - Building A 15865 SW 74th, Tigard, OR Permit No: BUP98- 0228198 -0020 Dear Sir/Madam: This is to certify that in accordance with Chapter 17 of the Uniform Building Code, we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete Structural Steel - Shop and Field, Includes Verification of Welder Certifications, Material Certifications and Weld Procedures All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARL TESTING, INC- / J , {� F. Hietpas + 6 , Assurance Manager JFH:jdk cc: Pacific Reality Ventures - John Miller VLMK - John Brooks Grigsby Construction Company - Bill Ward Geo Design P∎wOR W 2EPORTS\FW LTRIga28ai Construction Inspection & Related Tests Carlson � ~�U�~N��l�� Testing ��==�� Inc P.Ci Box 23814 JOB NO. '728 Tigard, Oregon Q7D81 Feb 129 1999 Phone (503) 684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX # 684-0954 Client PACIFIC REAI Ty IIFNTUpE=; - JOHN MT|LFR 98-0228/98 Project rRFFKVTFW R||:: TNF PARK - p| DS ( 15865 SW 74TH AVE TIGARD OR Description c:| "c" AFr:pHmTTC: rFiNrPFTF Fpnr- nAP/7.:1 r Rice Density 15? Marshall Value Method of Test M 7) F Standard Count Density Serial # Trnxl�r 1547A N|/C DATE OF TEST TEST NO. TEST LOCATION Mode DC'�'enunst' �Y COMPACTION o. |nP|uooDonoity COMPACCOMPACTION ow t - • 150 NORTH - C;F SOUTH END 2-11 1 BS 975 1 143.0 94.0 20' NORTH OF SOUTH STORM DRAIN 2-11 2 BS 951 1 145.1 95.3 S' SOUTH OF CENTER DRIVEWAY 2-11 3 BS 985 1 142.1 93.4 100' NORTH OF CENTER DRIVEWAY 2-11 4 BS 969 1 143.5 94.3 40' SOUTH OF NORTH DRIVEWAY 2-11 5 8S 966 1 143.9 94.5 100' NORTH OF SOUTH END 2-11 6 BS 958 2 144.6 95.0 30' NORTH OF SOUTH STORM DRAIN 2-11 7 811 957 2 144.7 95.1 30' SOUTH OF CENTER DRIVEWAY 2-11 8 BS 976 2 142.9 93.9 20' NORTH OF CENTER DRIVEWAY 2-11 9 BS 949 2 145.4 95.5 20' SOUTH OF NORTH DRIVEWAY | 2-11 10 BS 969 2 143.6 | 94.3 NORTH EDGE OF NORTH DRIVEWAY 2-11 11 BS 970 2 143.5 94.3 Remam& cc: VLMK - JOHN BROOKS UHItzuv f-Um:D|*UU|Lum Uu - 151LL w*Ru CTTY OF TTGARD Ri|T|DTNG RFPT 8EO'DESI8N 41F �� OF '�� =ev�ewe` � To�m�byr��nrt� p�rt�i P al tested/inspected only. CARLSON TEST G INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection & Related Tests 1117-, Testing Geotechnical ' N ��&� Inc. " Pll Box 23814 D8 NO. 98 1 Tigard, Oregon 97281 Feb 19 1999 Phone REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS �X�#684'O954 xinnt F'ACrFTC": RFA| TY VENTURES - .)OHN MI\ \ FR 98-0228/98-0020 'vded CREFKVIEW BUSINESS PARK - BLDG A 15865 SW 74TH AVE TI8ARD OR Description [iASS "C" ASPHALTIC CONCRETE FROM OAP/TUALATIN lice Density Marshall Value 145 Method o/Test ASTM DZ950 Standard Count Density Serial # T rox l er 24466 NUC DATE OF TEST Densijy TEST LOCATION unmo |nP|aoeOenoi�y COMPACTION NO. mod � ' BUILDING B NE SIDE TOP 2-12 1 PANEL #1 EAST END 8S 8O1 141.3 97.2 BUILDING B NE SIDE 2-12 2 PANEL #1 WEST END BS 789 TOP 142.4 98.0 BUILDING B NE SIDE 2-12 3 PANEL #2 WEST END BS 771 TOP 144.2 99.2 BUILDING B NE SIDE 2-12 4 PANEL #2 EAST END BS 775 TOP 143.8 99.0 BUILDING 8 NE SIDE 2-12 5 PANEL #3 EAST END 85 780 TOP 143.4 98.7 BUILDING 8 NE SIDE 2-12 6 PANEL #3 WEST END BS 785 TOP 142.8 98.3 BUILDING B NW SIDE BLDG 2-12 7 PANEL #1 CFNTER BS 823 TOP 139.4 95.9 BUILDING B NW SIDE BLDG 2-12 8 PANEL #2 CENTER BS 771 TOP 144.2 99.2 BUILDING 8 NW SIDE BLDG 2-12 9 PANEL #3 CENTER BS 778 TOP 143.5 , 98.8 BUILDING 8 NW SIDE BLDG 2-12 10 PANEL #4 CENTER BS 791 TOP 142.3 97.9. BUILDING B SW SIDE BLDG 2-12 11 PANEL #1 CENTER BS 791 TOP 142.3 97.9 BUILDING B SW SIDE BLDG 2-12 12 PANEL #2 CENTER 8S 800 TOP 141.1 97.1 BUILDING B SW SIDE RLD8 2-12 13 PANEL #3 CENTER BS 770 TOP 144.2 99.2 BUILDING B SOUTH SIDE BLDG 2-12 14 PANEL #1 CENTER BS 786 TOP 142.7 98.2 8UILDING B SOUTH SIDE BLDG 2-12 15 PANEL #2 CENTER BS 793 TOP 142.0 97.7 amurlu 95% REQUIRED MARSHALL 50 BLOWS cc: VLMK - JOHN BROOKS GRIGSBY CONSTRUCTION C0 - BILL WARD CITY OF TIGARD BUILDING DEPT GEO DESIGN ' • f E Reviewed Al(Wbvre pertain to the material tested/ inspected only CARLSON TESTING INC. dormad o contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction @/Ry��d Tests Testing, Geotechnical Carlson N ��-�� Inc. Consulting PD�Box28814 JOB No, 99-?R41 llgavd. Oregon O7281 Feb 19 1999 Phone (5O3) 684'846O REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX # 684-0954 Client PACTFTC RFA| TY VFNTi|RFF; - 11- HN MT|iFR 98-0228/98-0020 Project CREEKVIEW BUSINESS PARK - BLDG A 15865 SW 74TH AVE TI8ARD OR Description C|AS:"; "c:" ASPHA|T CONCRFTF FROM OAP/Ti|A|ATIN Rice Density Marshall Value 145'3 Method of Test ASTM D2950 Standard Count Density Serial # Trox 2446.6 NUC DATE OF TEST Density TEST LOCATION \ .ftNo. |n P|ooeDnnoity oowp�now TEST NO. Mode Coun� BUILDING 8 SOUTH SIDE BLDG 2-12 16 PANEL #3 CENTER 8S 803 TOP 141.1 97.1 BUILDING 8 SOUTH SIDE BLDG 2-12 17 PANEL #4 CENTER 8S 842 TOP 137'8 94.8 BUILDING 8 NE CORNER 2-12 18 PANEL #1 NORTH END 8S 810 TOP 140.5 96.7 BUILDING 8 NE CORNER 2-12 19 PANEL #2 NORTH END 8S 785 TOP 142.8 98.3 BUILDING B NE CORNER 2-12 20 PANEL #3 NORTH END 83 789 TOP 142.4 98.0 BUILDING 8 SE CORNER 2-11 21 PANEL #1 SOUTH END 8S 819 TOP 139.7 96.1 BUILDING B SE CORNER 2-12 22 PANEL #2 SOUTH END BS 798 TOP 141.6 97.5 BUILDING B SE CORNER 2-12 23 PANEL #3 SOUTH END 8S 820 TOP 139.6 96.1 BUILDING B SE CORNER 2-12 24 PANEL #4 SOUTH END 8S 790 TOP 142.3 97.9 MIDDLE ENTRANCE NORTH SIDE TOP i�2 �S 738 6 92.1 2-12 25 ^ , MIDDLE ENTRANCE SOUTH SIDE 2-12 26 BS 799 TOP 141.5 97.4 BUILDING A NE SIDE 2-12 27 PANEL #1 NORTH END BS 797 TOP 141.7 97.5 BUILDING A NE SIDE 2-12 28 PANEL #1 SOUTH END DS 835 TOP 133.5 95.3 BUILDING A NE SIDE 2-12 29 PANEL #2 NORTH END 8S 795 TOP 142.1 97.8 BUILDING A NE SIDE 2-12 30 PANEL #2 SOUTH END 8S 819 TOP 139.7 96.1 • \emuMhs 95% REQUIRED MARSHALL 50 BLOWS cc: VLMK - JOHN BROOKS 6RI63GY CON CO - GILL W��D CITY OF TIGARD BUILDING DEPT GEO DESIGN �- � fdprr � , _ _ `, �. reports pertain to the ma terial tested/insPected only CARLSON TESTING INC. nformation contained herein is not to be reproduced, except in full, without prior authorization from this office. Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing Inc. Phone ( 503) 684 -3460 Phone (503) 589 -1252 FAX 503) 684 -0954 FAX (503) 589 -1309 February 17, 1999 #98- 2841.CTI Pacific Realty Ventures - John Miller 17700 SW Upper Boones 100 Portland, Oregon 97224 Re: Creekview Business Park - Bldg A -- (Permit #98- 0228/98 -0020) 15865 SW 74th Ave -- Tigard, Oregon Maximum Theoretical Specific Gravity Testing Gentlemen: Following are results of a maximum theoretical specific gravity test conducted on a sample of ODOT Class "C" asphaltic concrete produced by Oregon Asphaltic Paving's Tonquin plant and sampled by our representative on February 11, 1999 from the jobsite at 1:30 P.M. Asphaltic concrete temperature was 300 °F at the time of sampling. Following are the results: AASHTO T -209 Rice Value = 2.440/152.2 pcf. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CA SON TESTING, INC. e ivv , cott M. Jordan Laboratory Manager kk cc: VLMK - John Brooks Grigsby Construction Company - Bill Ward City of Tigard Building Dept GEO Design wo rd/lab rpVext2841.1 Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 C arlson Testing, Inc. nc • Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 February 17, 1999 #98- 2841.CTI Pacific Realty Ventures - John Miller 17700 SW Upper Boones 100 Portland, Oregon 97224 Re: Creekview Business Park - Bldg A -- (Permit #98 0228/98 - 0020) 15865 SW 74th Ave -- Tigard, Oregon Extraction /Gradation and Marshall Volumetric Properties Analysis Testing Gentlemen: Following are results of an extraction - gradation test conducted on a sample of ODOT Class "C" asphaltic concrete produced - by Oregon Asphaltic Paving's Tonquin plant and sampled by our representative on February 12, 1999 from the jobsite. Following are the results: EXTRACTION- GRADATION OSHD TM 309, TM 368 AND TM 311 (0): PERCENT ODOT COMMERCIAL BROAD BAND SIEVE SIZE PASSING SPECIFICATIONS 1" 25.0mm 3/4" 19.0mm 100 99 -100 1/2" 12.5mm 99 90 -100 3/8" 9.5mm 85 1/4" 6.3mm 59 52 -80 #4 4.75mm 52 #8 P 2.36mm 40 #10 f 2.00mm 36 21 -46 #40 • .425mm 15 8 -25 #200 .075mm 6.1 3.0 -8.0 AC 5.5 4.0 -8.0 This sample meets ODOT COMMERCIAL BROAD BAND specifications. MARSHALL DENSITY DETERMINATION 291 °F @ 50 BLOWS - AASHTO T -245 & T -166: SPECIMEN NO. SPECIFIC GRAVITY UNIT WEIGHT 1 2.321 144.8 2 2.333 145.6 3 2.332 145.5 Averages 2.329 145.3 Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Res•ectfully submitted, C SON TES a cott M. Jordan Laboratory Manager cc: VLMK - John Brooks Grigsby Construction Company - Bill Ward City of Tigard Building Dept GEO Design wo rd/lab rp1/ext2841.1 ^ Construction K `��~Nu%��1�� Testing, � n�^��^��^�� Inc. ��p= , PO. Box 23814 10B NO. 9S Tigard, Oregon 97281 Jan 04, 1999 Phone (503) 684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX (503) 684-0954 D|iont PACIFIC REALTY VENTURES - JOHN MT|| FR Permit No: 98-0228/9 z rojeot CRFFKVTFW R||STNFSS PARK - R|D8 A 15865 SW 74TH AVE TIGARD OR Material Description : RnCK FRnM TIGARD SAND & GRAVFI Max. Dry Density /be./cu. ft. Optimum Moisture 1? „ % Method of Test giSTM D - 1 FiFi7 ASTM D2922 Standard Count Density: 2989 Moi sture: 599 Soriart#n, ?4RUR NH IC .. ::44* DATE 0F| TEST % ELEV. FIELD IN-PLACE DENSITY | TEST LOCATION «»�e MAX MOISTURE (Lea/cu.F/l TEST w0 D EPTH PARTICLES DENS. FT. � WET DRY COMPACTION 8C SW 74TH FG 1 PT #398 12-31 7.7 142.7 132.5 100 bC SW 74TH FG 2 PT #401 12-31 8.0 137.5 127.3 96 8C SW 74TH FG 3 PT #404 12-31 11.1 142.4 128.2 97 BC SW 74TH FG 4 PT #414 12-31 6.5 140.1 131.5 99 BC SW 74TH FG 5 PT #416 12-31 6.1 137.2 129.3 97 '8C SW 74TH FG 6 PT #418 12-31 7.2 141.4 131.9 99 Remarks: Density & Moisture Counts 95% REQUIRED 8C 1 BC 6 cc: VLMK - JOHN BROOKS 8C 2 6RI8S8Y CONSTRUCTION CO - BILL WARD BC 3 — CITY OF TIGARD BUILDING DEPT 8C 4 ' GEO DESIGN BC 5 /^ TECHNICAL DIRECTOR ' Testedby C. KASTEL /RLS Reviewed By _____CARLS[>NZEETNUINC_' v Construction L ��N4�� Te «�� m�� .�m.�� Inc. ^�� P.O. Box 23814 Joe NO. 98-2841 Tigard, Oregon 97281 Der 02 1998 ec ' Phone (503) 684-3460 REPORT OF 1N-PLACE DENSITY TESTS FAX (503) 684-0954 Nom PACIFIC REALTY VENTURES - JOHN MILLER Permit No: 98 znVoot CREEKVIEW BUSINESS PARK - BLDG A 15865 SW 74TH AVE TI6ARD OR Material Description 3/4" ROCK FROM MORSE BROTHERS Max. Dry Density 127.2 |bo./ou. ft. Optimum Moisture 12.6 % Method of Test AASHTO T- 180 ASTM D2922 Standard Count Density: 2310 Mois 715 Soriaol-ox ler 18739 NUC 3440 FIELD /w'pu�soswo/ry TEST LOCATION DATE OF TEST D EPTH �n�� ADJ. ELEV. IN-PLACE COMPACTION TEST NO mx�� oEwa� FT. a WET oxv ' SF BUILDING " SOG 17 NORTH WALL 11-30 CLOSURE STRIPS 19.5 129.3 108.2 85 SF BUILDING "A" 18 NORTHEAST WALL 11-30 CLOSURE STRIPS 17.6 126.9 107.9 85 Remarks: Density & Moisture Counts 90% REQUIRED SF 17 cc: VLMK - JOHN BROOKS SF 18 GRIGSBY CONSTRUCTION CO - BILL WARD CITY OF TIGARD BUILDING DEPT '�� GEO DESIGN ^/) � — . -_- DESIGN <�'! '1,^�' ' , ^ • ' �' ' '. • / 3ICl�...Z�� Tested by J. HALL /RLS Reviewed ANC:-- r reports pp. erta n to ,the rrka tqr i al tes d on ly ^ this office. Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carls ®n Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 December4, 1998 98- 2841.CTI Permit No. 98- 0228/98 -0020 FIELD INSPECTION REPORT FILE COP DATES COVERED: December 9, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: J. Svacek COP #649, WABO#SVA520867 12- 09 -98: CTI representative was onsite at building B where a visual inspection of roof framing details shows that girder connections shown in 7/S4 girder at tilt panel and 14/S4 girder at tube steel column at grids 1, 2, 4, and 6 are not made with fillet welds. Bearing seats and column caps appear to be same width as girder bearing angles, leaving no room for.' /4" fillet as detailed. This condition occurs with girders marked 40G5N only. Details inspected and accepted: 11/S4 girder blocking; 9/S4 joist to tilt wall; 12/S4 joist at girder; 16/S4 Glu Lam at grid; 22/S4 drag strut at all locations per plan except not canopy. Work is by certified welder per WPS. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. (- 17 qD Douglas each President JS /Ijm cc: Pacific Realty Ventures - John Miller VLMK - John Brooks Grigsby Construction Co. - Bill Ward City of Tigard Building Department Geo Design Reports:98- 2841.FR . '� _� � � � ^ 7F Construction &��&dT�� lFU �2�� Testing Inc. Inspection Geotechnical Consulting �~ ' - :EPORT OF6X 12 CONCRETE TEST SPECIMENS PD. Box 23814 Tigard, Oregon 97281 est Methods: ASTM C1T2/C1231/C39/C31/C1064/C143 Phone (503) 684'3460 FAX # 684 /ate Molded: 11/02 ` 19 98 Job No. 98-2841 Permit No: 98-0228/98-0020 //*nt: PACIFIC REALTY VENTURES - JOHN MILLER m|ma CREEKVIEW BUSINESS PARK - BLDG A ^mrenv: 15865 SW 74TH AVE TIGARD OR :onoacmr: ___ GRIGS8Y CONSTRUCTION CO Sub Contractor: ;onvmtoavpnxoc MORSE BROTHERS INC - QUALIT Tru*wo. 177 Ticket No. 244838 ;amav: S. LEACH Cu. Yds. 108 Load wo11 Veather: CLOUDY mo�� 55 Temp. Low: 42 BUILDING "A`, PANELS, 9"10v12,16v14,1v4,19v15 .mcahonoxPlacement: BUILDING "B" PANELS 1,697911912914916121923 Test Time: Concrete Temp: 68 3500 pa| @ 28 u�o8mmp Cement Type itrength Requirement: 14006-R 3 / 4 " Aix • Max. Aggregate 3�4" mxwo/wooaoxx Ndmix. Amount: Brand: Admix. Amount: Brand: Set Test@ Register DaDate DaDate Total ] Area UnUnitRnReportToTestedNo Days -- Number Rec'd Test roa Load PSI No. By II 7 1588 11/03 11/09 28.26 3930 WR 28 1588 11/03 11/30 1379570 28.33 4860 WR 28 1588 11/03 11/30 137,730 28.33 4860 WR 28 1588 11/03 11/30 142,440 28.33 5030 WR Remarks: cc: VLMK - JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD ,id ,,,,,/ CITY OF TIGARD BUILDING DEPT = ~��/ ,��/ GEO DESIGN , --- 7 .[._3�R..t'-':.T()�� MANAGER Reviewed by: Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Carlson Testing Testing Inc. & Inspection Related Tests Geotechnical Consulting iEPORT OF6 12 CONCRETE TEST SPECIMENS P.O. Box 23814 est Methods: ASTM C:172 /C 1231/G391C:: ?1/C14/G1064 Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 /ate Molded: 1 0 / 3 0 , 19 98 Job No. 98 -2841 Permit No: 98- 0.28198 -0020 ,Bent: PACIFIC REALTY VENTURES - JOHN MILLER project: CREEKVIEW BUSINESS PARK - BLDG A ,ddress: 15865 SW 74TH AVE TIGARD OR ;ontractor: GRIGSBY CONSTRUCTION CO Sub Contractor: ;oncrete Supplier: MORSE BROTHERS INC - I: DUAL I T Truck No. 2178 Ticket No. 244802 ;ast By: T. KORNOWSKI Cu. Yds. 10 Load Noi veather: PARTLY CLOUDY Temp. High: 56 41 Temp. Low: ovation of Placement: CONTINUOUS FOOTINGS '4 /B -C, 5 /C -D, 6 /D -E Test Time: 10:04 AM Concrete Temp: 73 2500 strength Requirement: PSI @ days Slump 1/2" Cement Type 140025 -F2 3 / 4 " vlix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: _ Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By 7 1506 10/31 11/06 59,360 28.26 2100 DM 28 1506 10/31 11/27 80,180 28.31 2830 DM 28 1506 10/31 11/27 83,720 23.31 2960 DM 28 1506 10/31 11/27 79,000 28.31 2 790 DM Remarks: : VLMK - JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD CITY OF TIGARD BUILDING DEFT GEO DESIGN J{`' 0 ✓ °7 Reviewed by: _JU 3()RATORY MANAGER Our report pertains to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. -y Constructio I & Related Tests ,arlsoll Testing, I nc. Geotechnical Consulting EPORT OF- 12 C:ONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 est Methods: ASTM C172/C1231/C39/C31/C1064/C143 Phone (503) 684 -3460 FAX # 684 -0954 ate Molded: 11/02 19 9 =' Job No. "' - x': 41 Permit No: "' - ' - 0 22: --' = :- 00'2c7 lient: PACIFIC REALTY VENTURES - JOHN MILLER roject: CREEKVIEW BUSINESS PARK - BLDG A ddress: 15865 SW 74TH AVE TIGARD OR :ontractor: GRIGSBY CONSTRUCTION CO Sub Contractor: :oncrete Supplier: MORSE BROTHERS INC - WUALIT Truck No. 2177 Ticket No. 244829 :ast By: S . LEACH Cu. Yds. 20 Load Na-- ` Veather: CLOUDY Temp. High: 55 42 Temp.. Low: ovation of Placement: BUILDING "A" PANELS, 9/10/12 516, 14, 1 , 4, 19, 15 BUILDING "B" PANELS 1 ,6,7,11,12,14,16,21,23 - 27 Test Time: Concrete Temp: 68 3500 28 strength Requirement: P SI @ days Slump 1/2" Cement Type 14006 -R " Aix No. /No. Sacks Air Content . Max. Aggregate \dmix. Amount: Brand: Admix. Amount: Brand: . Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By I 7 1589 11/03 11/09 103,400 28.85 3580 WR 28 1589 11/03 11 /30 132,550 28.23 4700 WR 28 1589 11/03 11/30 133,750 28.23 4740 WR 28 1589 11/03 1 1 /30 132,240 28.23 4680 WR Remarks: cc: VLN1 - JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD / d ., . CITY OF TIGARD BUILDING DEFT i - 44'��-'' . �8�,r / i GEO DESIGN i l l Reviewed by: ', ..:i, MANAGER _ Our report pertains to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 Moisture - Density Relationship Client: Pacific Realty Ventures - John Miller /50 5 t) 7 11/23/98 Project: Creekview Business Park - Bldg B Job Number: 98 -2841A Material Type: 3/4 " -0 Rock (Tigard Sand & Gravel) Location: On -Site Test Method: AASHTO T -99 D, T -27, T -265 Date Sampled: 11/19/98 Sample Method: AASHTO T -2 Date Tested: 11/19/98 Preparation Method: Moist Oversized Material: Removed Compacting Method: Manual Hammer Type: Circular 120 — — —T - ■ 119 118 / 211\ . — 117 co c p 116 ID 115 114 • 113 — 13 14 15 16 17 18 19 20 21 Moisture Content ( %) Zero Air Voids Line = 2.900 Optimum Moisture: I 17.1% I Max. Dry Density: I 118.4 I Ibs /ft Percent Passing 3/4" Sieve: 94.7% VLMK - John Brooks cc: Grigsby Construction Company - Bill Ward City of Tigard Bldg Dept Geo Design Reviewed By: • Our reports pertain to the material tested Inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization. Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing, Inc. P h o n e 84 0954 Phone FAX (503) 589 December4, 1998 98- 2841.CTI Permit No. 98- 0228/98 -0020 FIELD INSPECTION REPORT DATES COVERED: November 30, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: J. Svacek COP #649, WABO#SVA520867 11- 30 -98: CTI representative was onsite to inspect structural welds in Building A. The following conditions were noted. Welds complete at Building A, panel to panel, except for (4) locations due to missing /misaligned embeds 3/S5 corner connections except northwest and northeast building corners were bolted plates are used. Shear wall footings 21/S4 are complete at all locations. Work is being performed by certified welder per welding procedure specification. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TES ING, INC. Douglas. President JS /vnd cc: Pacific Realty Ventures - John Miller VLMK - John Brooks Grigsby Construction Co. - Bill Ward City of Tigard Building Department Geo Design Reports:98 -2841. FR i arlson Testing Inc. Construction Inspection £Related Tests y Geotechnical Consulting iEPORT OF<~X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 A STM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 est Methods: Phone (503) 684 -3460 FAX # 684 -0954 )ate Molded: 11/11 19 ''` Job No. R8 2841 Permit No: 98- 0228/98 -002 lient: PAC :IFIC REALTY VENTURES - JOHN MILLER 'roject: C:REEKVIEW BUSINESS PARK - BLDG A address: 15865 SW 74TH AVE TIGARD OR ;ontractor: GRIGSBY CONSTRUCTION CO Sub Contractor: ;oncrete Supplier MORSE BROTHERS INC — GIUAL IT Truck No. 2177 Ticket No. 245101 ;ast By: LEACH Cu. Yds. 20 Load No', CLOUDY 5 42 .Heather: Temp. High: Temp.. Low: BUILDING "A" PANELS, 18!'20 2_ AND CONTINUOUS _ovation of Placement: FOOTINGS 1 LINE A TO E s E LINE 1 TO 3 A8 Test Time: Concrete Temp: u Strength Requirement: t�0�1 PSI @ days Slump Cement Type 14006 -N 3/4" Aix No. /No. Sacks Air Content Max. Aggregate admix. Amount: Brand: — Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test rea Load PSI No. By II 1 1881 11/12 11/12 50,680 1790 DM 5 1881 11/12 11/16 105,790 Ein 3740 DM 28 1881 11/12 12/09 164,800 EMI 5820 SP `C: 1881 11/12 1' / 09 163,460 IMIE 5780 SF 28 1881 11/12 12/09 5710 SP Remarks: VLMK - .JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD vCITY OF TIGARD BUILDING DEPT GEO DESIGN gl0A Reviewed by: LABORATORY MANAGER Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. -r Construction Inspection & Related Tests Carlson Testing Inc. Geotechnical Consulting EPORT OF`='X 1 2 CONCRETE TEST SPECIMENS P.O. Box 23814 A STM C: 17'2/ C:12:31/0:39/C:31/C :1064/C:14_; Tigard, Oregon 97281 Est Methods: Phone (503) 684 -3460 FAX # 684 -0954 10/2A = 98 - 2 :41 cif; - L:3 / 9: 1- : 0 - it ate Molded: , 19 Job No. Permit No: ' liens: PAC :IFIC: REALTY VENTURES - JOHN MILLER roject C :REEKVIEW BUSINESS PARK - BLDG A ddress: 15 :865 SW 74TH AVE TIGARD OR GRIGSBY CONSTRUCTION CO ontractor: Sub Contractor: oncrete Suppl MORSE BROTHERS INC — OUALIT Truck No. 179 Ticket No. 244674 :ass By: S ' FOX C u. Yds. • 5 Load No 1 8 CLOUDY 65 46 feather: Temp. High: Temp.. Low: BUILDING "A" TILT UP PANEL 5 ocation of Placement: 68 Test Time: 10:45 AM Concrete Temp: 3500 28 3 1/2" I & II strength Requirement: PSI @ days Slump Cement Type 14006 —R 3/4" Aix No. /No. Sacks Air Content Max. Aggregate ■dmix. Amount: Brand: Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By III 7 1333 10/27 11/02 107,720 28.26 3810 SP 28 1333 10/27 11/23 133,940 28.26 4740 WR 28 1333 10/27 11/23 127,860 2F:. 26 4520 WR 28 1333 10/27 11/23 1:35, 300 28.26 4790 WR lemarks: cc: VLMk:: - JOHN BRCICIr.., v d � GRIGSBY CONSTRUCTION CO - BILL WARD 72 f 4 f i I CITY F TIGARD BUILDING DEFT ,, f 1- / ( � 4,, • GE DESIGN ;. ,>L , • r , z Reviewed by: LA 'ORATORY MANAGE Sur report pertains to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office.