Loading...
Report C arlson Testing Inc. Construction Inspection &Related Tests Geotechnical Consulting ;EPORT OF 1'2 CONCRETE TEST SPECIMEN ab P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 503 Phone est Methods: FAX # 684 -3460 684 -0954 ate Molded: 1 1 / 1 1 19 98 Job No. 9R -'2841 Permit No: 98-0228/98-0020 Bent: PACIFIC REALTY VENTURES - JOHN MILLER roject: CREEKVIEW BUSINESS PARK - BLDG A Adress: 15865 SW 74TH AVE TIGARD OR GRIGSBY CONSTRUCTION CO :ontractor: Sub Contractor: :oncrete Supplier: MORSE BROTHERS INC - OUALIT Truck No 2177 Ticket No. 245101 :ast By: S S. LEACH Cu. Yds. 20 t Load No CLOUDY 52 42 .Veather: Temp. High: Temp.. Low: BUILDING "A" PANELS, 18920922923911969139189 AND CONTINUOUS .ovation of Placement: FOOTINGS 1 LINE A TO E9 E LINE 1 TO 3 68 Test Time: Concrete Temp: 3000 28 4" itrength Requirement: 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 rea No. Days Number Rec'd Test Load PSI No. By II 1 1881 11/12 11/12 50,680 28.26 1790 DM 5 1881 ,11/12 11/16 105,790 28.26 3740 DM 28 1881 11/12 12/09 28 1881 11/12 12/09 HOLD 1881 11/12 Remarks: cc: VLMK. - JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD CITY OF TIGARD BUILDING DEFT GEO DESIGN T.APf7PnTnvv mrg.*r,0f. '3 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. Construction Inspection & Related Tests J anson Testing, Inc. Geotechnical Consulting EPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 ast Methods: Phone (503) 684 -3460 FAX # 684 -0954 ate Molded: 11/02 1 /0 ` 19 98 Job No. 98' 2 841 Permit No: 98-0228/98-0020 iient: 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 - OUALIT Truck No. 177 Ticket No. 244838 :ast By: S S. LEACH Cu. Yds. 108 Load No 1 1 CLOUDY 55 42 feather: • . " ' ' • Temp.. High: Temp. Low: • ': BUILDING "A" PANELS, -99109129169149194919915 ocation of Placement: - BUILDING . "B" PANELS 1969791191291491 . 6921.923 - 27930932 • • 68 . - Test Time: Concrete Temp: • 3500 - 28 4 strength Requirement:. PSI © days Slump Cement Type • 14006 -R 3/4" Aix NoJNo. Sacks ' ' Air Content Max. Aggregate kdmix. Amount: Brand: Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By II 7 1588 11/03 11/09 1119030 28.26 3930 WR 28 • 1588 11/03 11/30 28 1588 11/03 11/30 HOLD 1588 11/03 lemarks: cc: VLMK - JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD CITY OF TIGARD BUILDING DEPT GEO DESIGN g ,1 ' C Reviewed by: L)ROBA-TfRY MANA( Dur 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 nstruction Inspection & Related Tests ng Inc. Inc , . Geotechnical Consulting EPORT OF''X 1'? CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 est Methods: Phone (503) 684 -3460 FAX # 684 -0954 11/02 98 98 -2841 98- 0228 /98 -0020 ate Molded: , 19 Job No. Permit No: Bent: PACIFIC REALTY VENTURES - JOHN MILLER roject: CREEKVIEW BUSINESS PARK - BLDG A ddress: 15865 SW 74TH AVE TIGARD OR GRIGSBY CONSTRUCTION CO ontractor: Sub Contractor: oncrete supplier: MORSE BROTHERS INC - QUALIT Truck No. 2177 Ticket No. 244829 :ast By: S • LEACH Cu. Yds. 20 Load No. 2 CLOUDY 55 . Mather,. Temp. High: . Temp. Low: - •' " BUILDING "A" PANELS, •9,10,-12,16,14,1,4,19,15 . . • ocation of Placement: BUILDING "B" PANELS.1,6 ,7111,1.2,14,16,21,23 - 27 . 68 Test Time: Concrete Temp: 3500 28. 3 1/2" Yrength Requirement: PSI © days Slump • Cement Type 14006 -R 3/4" fix NoJNo. Sacks Air Content Max. Aggregate %dmix. Amount: Brand: _ Admix. Amount: Brand: Set Test@ Register Date Date Total A Unit Report Tested rea No. Days Number Rec'd Test Load PSI Na By I 7 1589 . - 11/03 11/09 103,400 28.85 ' 3580 WR 28 1589 11/03 11/30 28 1589 11/03 11/30 • HOLD 1589 11/03 3emarks: cc; VLMK - JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD CITY OF TIGARD BUILDING DEPT GEO DESIGN r Reviewed by: LABORATORY MANAGER fur 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. • Co nstruction Inspection £� Related Test :�arlson Testing Inc Geotechnical Consulting IEPORT OP6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 est Methods: ASTM G172/C1231 /C39/C31/C1064/Gi43 Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 )ate Molded: 10/08 , 19 98 Job No. 98 -2841 Permit No: 98- 0228/98 -0020 :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 — OUALIT Truck No. 2177 Ticket No. 244248 ;ast By: 3. FOX Cu. Yds. 10 Load No! SHOWERS 63 47 Neather: Temp. High: 6 Temp. Low: - .ocation of Placement: BUILDING '"A" SHEAR WALL FOOTING ON LINE D Test Time: 1 • PM Concrete Temp: 71 2500 PSI 28 days Slum 4 Cement Type & I I Strength Requirement: y p yp 140030—F2 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 a No. Days Number Rec'd Test Load PSI No. By I 7 0698 10/09 10/15 76,340 27.97 2730 SP 28 0698 10/09 11/05 1135110 27.97 4040 SP 28 0698 10/09 11/05 1099750 27.97 3920 SP 28 0698 10/09 11/05 1109140 27.97 3940 SP Remarks: cc: VLMK — JOHN BROOKS GRIGSBY CONSTRUCTION CO — BILL WARD / 7 CITY OF TIGARD BUILDING DEPT / � GEO DESIGN -�? ; 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. -i Jarls ®n Testing Construction Inspection & Related Tests , Inc . Geotechnical Consulting SPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 ;st Methods: ASTM C172/C1231/C39/C31/C1064/C Phone (503) 684 -3460 FAX # 684 -0954 ate Molded: 10/13 , 19 98 Job No. 98-2841 - Permit No: 98- 0228/98 -0020 lent:. PACIFIC REALTY VENTURES - JOHN MILLER Dject: CREEKVIEW BUSINESS PARK - BLDG A idress: 15865 SW 74TH AVE TIGARD OR ontractor: GRIGSBY CONSTRUCTION CO Sub Contractor: oncrete Supplier: MORSE BROTHERS INC - OUALIT Truck No. 2178 Ticket No. 244309 ast By: M . LARSON .Cu. Yds. 10 Load 0 SHOWERS 43 'leather: T emp. High: 6 '` Temp. Low: ovation of Placement: BUILDING "A" SLAB ON GRADE EXCEPT POUR STRIPS Test Time: 7 ° 45 Concrete Temp: 63 strength Requirement: 3500 28 4" �� PSI days Slump Cement Type 1400512 -15 1 1/2" 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 11 7 0808 10/14 10/20 103,680 28.26 3670 DM 28 0808 10/14 11/10 1469580 28.26 5190 DM 28 0808 10/14 11/10 1409640 28.26 4980 DM 28 0808 10/14 11/10 1359920 28.26 4810 DM 1 Remarks: cc: VLMK - JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD , CITY OF TIGARD BUILDING DEPT # /417 GEO DESIGN >_ 0:1,ATORY 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. - arlson Testing Inc. Construction Inspection & Related Tests Geotechnical Consulting lEPORT OFt X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 A STM C172/C1231/C39/C31/C1064/C143 3 Tigard, Oregon 97281 P hone (503) 684 -3460 est Methods: FAX # 684 -0954 /ate Molded: 10/13 , 19 98 Job No. 98 -2841 Permit No: 98- 022 8/98 -0020 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 - DUAL IT Truck No. 212 Ticket No. 244300 :ast By: . M . LARSON Cu. Yds. 10 Load No`= SHOWERS 63 43 Veather: Temp. High: Temp. Low: .ovation of Placement: BUILDING "A" SLAB ON GRADE • EXCEPT POUR STRIPS Test Time: 6: 1 F `� Concrete Temp: 67 3500 28 4 " ltrength Requirement: -PSI @ days Slump Cement Type 1400512 -15 1 1/2" Aix 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 I 7 0807 10/14 10/20.101,500 27.83 3650 DM 28 0807 10/14 11/10 131,100 28.26 4640 DM 28 0807 10/14 11/10 137,760 28.26 4870 DM 28 0807 10/14 11/10 137 , 000 28.26 4850 DM Remarks: cc: VLMK - JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD / P ,/ CITY OF TIGARD BUILDING DEPT ", �,, GEO DESIGN S ' /' e 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. • Construction I & Related Tests J arl s on Testing , Inc . Geotechnical Consulting EPORT OF 6X 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: 11/02 19 °$ Job No. 98 ' = 841 Permit N o: 98- (0 -0020 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 - QUALIT Truck No. 2177 Ticket No. 244829 :ast By: S . LEACH Cu. Yds. 20 Load No? CLOUDY 55 42 Veather: Temp. High: Temp. Low: BUILDING "A" PANELS, 9,10,12,16.,14,1.,4,19,15 .ocation of Placement: BUILDING "B" PANELS 1,6.7,11,12,14,16,21,23 - 27 Test Time: Concrete Temp: 68 3000 strength Requirement: PSI @ 28 days Slump 1 /2 Cement Type 14006 -R 3/4" Aix No. /No. Sacks Air Content Max. Aggregate >dmix. Amount: Brand: Admix. Amount: Brand: Set Test@ Register Dale 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 28 1589 11/03 11/30 HOLD 1589 11 /03 Remarks: cc: VLMK - JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD ,, rf ^- r. CITY OF TIGARD BUILDING DEPT `- -'R'_' GEO DESIGN ._._= . , "2 ^e 1 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. C arlson Testing Inc. Construction Inspection Related Tests Geotechnical Consulting iEPORT OF 6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 - est Methods: Phone (503) 684 -3460 FAX # 684 -0954 )ate Molded: 11/02 19 98 Job No. 98 - 2841 Permit No: 98 - 0228/98 - 0020 :Bent: PACIFIC REALTY VENTURES — JOHN MILLER roject: CREEKVIEW BUSINESS PARK — BLDG A address: 15865 SW 74TH AVE TIGARD OR ;ontractor: GRIGSBY CONSTRUCTION CO Sub Contractor: ;oncrete Supplier: MORSE BROTHERS INC . OUALIT Truck No. 1 Ticket No. 244838 ;ast By: S S. LEACH Cu. Yds. 108 Load No. 1 CLOUDY 55 42 Neather: Temp. High: Temp.. Low: BUILDING "A" PANELS, 9,10,12,16,14,1,4,19,15 .ovation of Placement: BUILDING "B" PANELS 1.,6,7,11,12,14,16,21,23 - 27,30,32 68 Test Time: Concrete Temp: Strength Requirement: 3000 28 PSI @ days Slump Cement Type 14006 —R 3/4" vtix No. /No. Sacks Air Content Max. Aggregate 4dmix. 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 II 7 1588 11/03 11/09 111,030 28.26 3930 WR 28 1588 11/03 11/30 28 1588 11/03 11/30 HOLD 1588 11/03 Remarks: cc: VLMK — JOHN BROOKS ° GRIGSBY CONSTRUCTION CO — BILL WARD r; � r CITY OF TIGARD BUILDING DEPT f ,. , ;�'4 fit J , ' GEO DESIGN a . �, .� , ; ,-.1 • , f 77 I 2 <..:' `''• .E':;..C.Jz Y MA�1AGL'' 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. arl s on Testing Inc. Construction Inspection Related Tests Geotechnical Consulting ;EPORT OF 6 X 12 CONCRETE TEST SPECIMENS P,O. Box 23814 est Methods: ASTM C172/C1231/C39/C31/C143/C1064 Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 10/30 98 98 -2841 95- 0228 /95 -0020 late Molded: , 19 Job No. Permit No: iient: PACIFIC REALTY VENTURES - JOHN MILLER roject: CREEKVIEW BUSINESS PARK - BLDG A ddress: 15865 SW 74TH AVE TIGARD OR : GRIGSBY CONSTRUCTION CO ontractor: Sub Contractor: oncrete Supplier: MORSE BROTHERS INC - QUALIT Truck No. 2178 Ticket No. 244802 :ast By: T . KORNOWSKI Cu. Yds. 10 Load No PARTLY CLOUDY 56 41 Veather: Temp. High: Temp. Low: CONTINUOUS "FOOTINGS 4 /B -Cs 5 /C -D9 6 /D -E .ocation of Placement: 10:04 AM 73 Test Time Concrete Temp: 2500 28 3 1/2" Strength Requirement: PSI @ days Slump Cement Type 140025 -F2 3/4" Aix NoJNo. Sacks Air Content Max. Aggregate \dmix. Amount: _ Brand: Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By 7 1506 10/31 11/06 599360 28.26 2100 DM 28 1506 10/31 11/27 28 1506 10/31 11/27 HOLD 1506 10/31 Remarks: cc: VLMK - JOHN BROOKS � GRIGSBY CONSTRUGTION CO - BILL WARD f ° r / "spy .4 CITY OF TIGARD BUILDING DEPT v gip`, GEO DESIGN _ ) . y ,....� !" , 17 / r 41 LA„O iATORY 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. Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Carls T Tigard, Oregon 97281 Salem, OR 97301 l e s ti g, Inc. FAX (503) 684-0954 FAX (503) 589-1309 2 November 6, 1998 •98- 2841.CTI Permit No. 98- 0228/98 -0020 SHOP INSPECTION REPORT @ Redi -Fab DATES COVERED: October 28, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: C. Carmien COP #574 ♦10 28 - 98: CTI representative was onsite at the shop of Redi -Fab to perform a visual inspection of shop welds on columns piece marked: 20 -A, 21 -A, 22 -A, 23 -A, 30 -A, 31 -A, 18 -A, 29 -A, 28 -A, 24 -A, 25 -A, 27 -A and 26 -A drag strut 19 -A (2). The welds inspected conformed to AWS D1.1 and the Redi -Fab blueprints. 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, LSON TESTING 1\ INC.., t ) R ' ' PRESIDENT Douglas W. Leach President CC:tf cc: Pacific Realty Ventures - John Miller VLMK - John Brooks Grigsby Construction Co. - Bill Ward City of Tigard Building Department Geo Design Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 C arlson Testing, Inc. P h o n e (503) 68954 FAX (503) 589 November 12, 1998 98 -2841. CTI Permit No. 98- 0228/98 -0020 FIELD INSPECTION REPORT DATES COVERED: November 11, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: S. Leach COP#662, WABO#LEA745427 11- 11 -98: CTI representative was onsite and inspected rebar and concrete placement at Building A panels 18, 20, 22, 23, 11, 6, 13, and 8 and concrete footings 1 line A to E, E line 1 to 3. All rebar was placed in compliance with job plans and specifications. One set of test samples (mix #14006 -N, 4000 psi) was taken during concrete placement. 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 O►TES IN I _ Al Y D•.:sW. Leach 9 P esi »ent SL/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 Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Inc. Carls ®n Testing l Phone (503) 84 -095 4 Phone (503) 589 -1252 FAX (503) 684-0954 60 84 -095 FAX (503) 589 -1309 - October 29, 1998 98 -2841. CTI Permit No. 98- 0228/98 -0020 FIELD INSPECTION REPORT DATES COVERED: October 26, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: S. Fox COP #597 10- 26 -98: CTI representative was onsite to inspect and test reinforcement and concrete placement in Building A tilt -up panels no. 2, 3, 5, 7, 17 and 21. One set of four compressive test cylinders was cast from 46 cubic yards of Morse Bros. mix design #14006 -R placed in Building A. All reinforcement and embeds were inspected prior to concrete placement by VLMK representative. All items listed by VLMK as needing correction were corrected prior to concrete placement. 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 Douglas W. Leach President SF /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.FR1 Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 C arlson Testing, Inc. FAX (503) 68 0954 FAX (503) 589 October 26, 1998 98- 2841.CTI Permit No. 98- 0228/98 -0020 SHOP INSPECTION REPORT @ Redi Fab DATES COVERED: October 14 and 17, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: C. Carmien COP#574, WABO#CAR702664 • 10- 14 -98: CTI representative was at the shop of Redi Fab to perform a visual inspection at the following embed plates, piece marked 117 -16 -A (3), 117 -9A (3), 117 -2 -A (6) and 117 -2 -B (6). The welds inspected conformed to AWS D1.1 and the shop blueprints. 10- 17 -98: CTI representative was at the shop of Redi Fab to perform a visual inspection of shop welds on embed plates piece marked 12 -A (33). The welds inspected conformed to AWS D1.1 and the shop blueprints. 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 ON T TI d, INC. : Douglas" . Leach President CC /vnd cc: Pacific Realty Ventures - John Miller VLMK - John Brooks Grigsby Construction Co. - Bill Ward City of Tigard Building Department Geo Design _Jarlson 'besting Inc. ""` "" " N G L ec l Consulting 4. ' eot echnica l IEPORT OF6X 1 CONCRETE 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 gate Molded: 10/26 , 19 98 Job No. 98 - 2841 Permit No: 98 - 0228/98 - 0020 Bent: PACIFIC REALTY VENTURES — JOHN MILLER 'roject: C.PFFIVVTFW RI ISTNFR PARK — RI DG A ,ddress: 15865 SW 74TH AVE TIGARD OR :ontractor: GRIGSBY CONSTRUCTION CO Sub Contractor: ;oncrete Supplier: MORSE BROTHERS INC — QUALIT Truck No. 179 Ticket No. 244674 ;ast By: S. FOX Cu. Yds. 9.5 Load Not 8 Veather: CLOUDY Temp. High: 65 Temp. Low: 46 ovation of Placement: BUILDING "A" TILT UP PANEL 5 • Test lime: 1° : 45 AM Concrete Temp: 68 strength Requirement: 3540 P SI © 28 days Slump 1/2" Cement Typal & II 14006 —R " Aix No./No. Sacks Air Content Ma x. Aggregate 3/4 admix. Amount: Brand: — _ Admix. Amount: Brand: Set Test@ Register Date Date Total Are Unit Report Tested r 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 28 1333 10/27 11/23 HOLD 1333 10/27 Remarks: • cc: VLMK — JOHN BROOKS GRIGSBY CONSTRUCTION CO — BILL WARD CITY OF TIGARD BUILDING DEPT GEO DESIGN ' LABORATORY MANAGER Reviewed by: Our report pertains to the material testedlnspected 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 Testing, FAX (503) 684 -0954 FAX (503) 589 -1309 November4, 1998 98- 2841.CTI Permit No. 98- 0228/98 -0020 FIELD INSPECTION REPORT DATES COVERED: November 2, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: S. Leach COP#662, WABO#LEA745427 11- 02 -98: CTI representative inspected rebar and concrete placement at building A panels #9, 10, 12, 16, 14, 1, 4, 19, and 15. All rebar was placed in compliance with job plans and specifications. Two sets of test samples were taken. 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 L c ■ EST, " , r . i , / D•ugl -. W. Leach P esi. - nt SUIjm 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 Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 C arlson Testing, Inc. FAX (503) 68 0954 FAX (503) 589 November4, 1998 98- 2841.CTI Permit No. 98- 0228/98 -0020 FIELD INSPECTION REPORT DATES COVERED: October 30, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: T. Kornowski COP#681, WABO#KOR683452 10- 30 -98: CTI representative inspected reinforcing steel placement for the following footings (continuous): grid A/1 -2, 2 /A -A.5, A.5/2 -3, 3/A.5 -B, 4 /B -C, 5 /C -D, 6 /D -E, and E/6 -1.5. Reinforcing placed as per engineer drawings. Cast one set of (4) cylinders. 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, C a' •N T- / C. '-oug : s W. Leach 're 'sent TK/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.FR1 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 October 21, 1998 98- 2841.CTI Permit No. 98- 0228/98 -0020 FIELD INSPECTION REPORT DATES COVERED: October 13, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: M. Larson COP #625, WABO#LAR664944 10- 13 -98: CTI representative inspected rebar for slab on grade in building A except pour strips. All rebar was to plans and specifications. Asked superintendent about rebar outside of pour and he said that rebar went as far as possible without interfering with tilt panels. Cast two sets of cylinders from this pour of approximately (184) yards of Morse Bros., 3500 psi (5.5) sack, 1'/2" mix tailgated onto slab and laser screed. Concrete was floated and power troweled. 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, CAR ON TESTI a ' Dougla . Leach President MUIjm 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 - Construction inspection & Related 'Pests Jarlson Testing, Inc. Geotechnical Consulting :EPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 est Methods: Phone (503) 684 -3460 FAX # 684 -0954 'ate Molded: 10/13 19 98 Job No. 98 -2841 Permit No: 98- 0228/98 -0020 lient: PACIFIC REALTY VENTURES - JOHN MILLER roject: CREEKVIEW BUSINESS PARK - BLDG A ddress: i5865 SW 74TH AVE TIGARD OR ;ontractor: GRIGSBY CONSTRUCTION CO Sub Contractor: ;oncrete Supplier: MORSE BROTHERS INC - OUALIT Truck No. 21 Ticket No. 244309 ;ast By: M • LARSON Cu. Yds. 10 Load Noi 1 SHOWERS 63 43 Veather: Temp. High: Temp. Low: BUILDING -"A" SLAB ON'GRADE-'EXCEPT POUR STRIPS .ocation of Placement: 7:45 63 Test Time Concrete Temp: 3500 28 4" Strength Requirement: PSI @ days Slump Cement Type 1400512 -15 1 1/2" 'Aix NoJNo. Sacks Air Content Max. Aggregate 4dmix. 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 II 7 0808 10/14 10/20.103,680 28.26 3670 DM 28 0808 10/14 11/10 28 0808 10/14 11 /10 HOLD 0808 10/14 Remarks: cc: VLMK - JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD CITY OF TIGARD BUILDING DEPT GEO DESIGN „64 d Reviewed by: LABORATORY MANAGER Our report pertains to the material testedMspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Carlson Testing, Inc. Construction Inspection & Related Pests Geotechnical Consulting 3EPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 est Methods: Phone (503) 684 -3460 FAX # 684 -0954 )ate Molded: 10/13 19 98 Job No. 98 - 2841 Permit No: 98 - 0228/98 - 0020 lient: PACIFIC REALTY VENTURES - JOHN MILLER >roject: CREEKVIEW BUSINESS PARK - BLDG A address: 15865 SW 74TH AVE TIGARD OR contractor: GRIGSBY CONSTRUCTION CO Sub Contractor: concrete Supplier: MORSE BROTHERS INC OUALIT Truck No. 212 Ticket No. 244300 .3ast By: M M. CARSON Cu. Yds. 10 Load Nod' SHOWERS 63 43 Neather: Temp. High: Temp. Low: BUILDING "A" SLAB :ON GRADE EXCEPT POUR 'STRIPS Location of Placement: Test Time: 6. 15 Concrete Temp: 67 Strength Requirement: 3500 28 4 „ PSI @ days Slump Cement Type 1400512 -15 1 1/2" Mix 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 I 7 0807 10/14 10/20.101,500 27.83 3650 28 0807 10/14 11/10 28 0807 10/14 11/10 HOLD 0807 10/14 Remarks: cc: VLMK - JOHN BROOKS GRIGSBY CONSTRUCTION CO - BILL WARD CITY OF TIGARD BUILDING DEPT GEO DESIGN /, 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. Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 C arlson Testing, Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 September 30, 1998 98 -2841. CTI Permit No. 98- 0228/98 -0020 SHOP INSPECTION REPORT @ Redi Fab DATES COVERED: September 25, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: C. Carmien COP #574, WABO #CAR702664 09- 25 -98: CTI representative was at the shop of Redi Fab to perform a visual inspection of shop welds on embed plates piece marked 117 -11 -B (2), 117 -11 -B (9). Welds inspected conformed to AWS D1.1 and the shop blueprints. 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' • p E / STING, `/ t�J D ft 1 . - W. Leach Pr • CC /vnd cc: Pacific Realty Ventures - John Miller VLMK - John Brooks Grigsby Construction Co. - Bill Ward City of Tigard Building Department --MAI t" WJCH .-- Geo Design Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE T • Tigard, Oregon 97281 Salem, OR 97301 Phone (503) 58 Carlson Testing, Ln�.• • - FAX (503) 684-0954 0 FAX (503) 589 -1309 September 28, 1998 98 -2841. CTI Permit No. 98- 0228/98 -0020 SHOP INSPECTION REPORT @ Redi Fab DATES COVERED: September 21, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: C. Carmien COP #574, WABO#CAR702664 09- 21 -98: CTI representative was at the shop of Redi Fab to perform a visual inspection of shop welds on embed plates piece marked 117 -8 -A (4), 117 -3 -A (8). The welds inspected conformed to AWS D1.1 and the shop blueprints. 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 •L • TESTIN , I i A,G , D. ugl s W. Leach Pi . .ent CC /vnd cc: Pacific Realty Ventures - John Miller VLMK - John Brooks Grigsby Construction Co. - Bill Ward City of Tigard Building Department Geo Design Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 C arlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 September25, 1998 98- 2841.CTI Permit No. 98- 0228/98 -0020 SHOP INSPECTION REPORT @ Redi Fab DATES COVERED: September 18, 1998 PROJECT: Creekview Business Park - Building A ADDRESS: 15865 SW 74th, Tigard, OR INSPECTOR: J. Svacek COP #649, WABO#SVA520867 09- 18 -98: CTI representative was at the shop of Redi Fab to perform a visual inspection of shop welds to embeds 13A (38). Inspection shows welds to be complete and acceptable. Work is by certified welder per welding procedure specifications. 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, C. -1 _ , _ i Douglas . Leach President JS /vnd cc: Pacific Realty Ventures - John Miller VLMK - John Brooks Grigsby Construction Co. - Bill Ward City of Tigard Building Department Geo Design