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Report (744) Carlson Testing, Construction Inspection & Related Tests ng, Inc. Geotechnical Consulting EP ORTOF 6X12 CONCRETE TEST SPECIMENS � RI�T 'D R JUN 3 0 P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 2 000 T igard, Oregon 97281 Test Methods: :1 AX ne F 3 # 684-0954 05/26 00 T0004403 0•• - 00 1 A , Date Molded: 20 Job No. Permit o: Client: SPECHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER PARKING STRUCTURE r 12125 SW 69TH TIGARD OR Address: Contractor: X Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 21 5 T185187 Ticket No. Cast By: K. THRALL 8 OF 8 Cu. Yds. Load No - - - -- - - — CLOUDY _ _ - -- - - --- - - _ 79 Weather: Temp. High: Temp. Low: COLUMN 3F, 6E, 7E, 8EF AND 9EF Location of Placement: 2 : 00 78 Test Time: Concrete Temp: 5000 28 4" I Strength Requirement: PSI @ days Slump Cement Type 5031B 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 7 2187 05/31 06/02 115,870 ' 4100 AF 28 2187 05/31 06/23 140,160 `.8.26 4960 AF 28 2187 05/31 06/23 143,220 .8.26 5070 AF 28 2187 05/31 06/23 140,960 ".8.26 4990 AF 28 2187 05/31 06/23 AVERAGE 5010 Remarks: -% cc: LRS ARCHITECTS �-. .. /`- - -' - �"' CITY OF TIGARD / . � ," VLMK Lr,C Y F1A.Nt,C=ER Reviewed by: . . . .. .. _ _ _ _ ._ _.. _ .. _ a.._,,,. . 4..0 ..,0.n, ....:n. of fhnri 'Minn from this nfltA Carlson Testing, Inspection & Related Tests ing, Inc. RFC"F;T��D Geotechnical Consulting r;xl colucl� rr JUN 3 0 2000 REPORT OF TEST SPECIMENS P.O. Box 23814 ASTM C:1 72 /C1231/C39/C31/C1064/C14D'Y231 Tigard, Oregon 97281 Test Methods: AS TM (503) 684 -3460 FAX # 684 -0954 Date Molded: 06/16 BUP2000 - 00012 20 00 Job No. T0004403 Permit No: Client: SPECHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER PARKING STRUCTURE 12125 SW 69TH TIGARD OR Address: Contractor: X Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 74 A186824 Ticket No. Cast By: P. L. S A N E T R A Cu. Yds. 9 OF 15 Load No 1 SUNNY 75 Weather: Temp. High: Temp. Low: WALL 1ST TO 2ND LEVEL LINES 3 AT C —E. TEST AT WALL 1ST LIFT Location of Placement: 3 AT D. 1:66 77 Test Time: Concrete Temp: 3500 28 3 1/2" Strength Requirement: PSI @ days Slump Cement Type 3510B 1.4% 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 7 2730 06/19 06/23 98,960 28.27 3500 MS 28 2730 06/19 07/14 28 2730 06/19 07/14 HOLD 2730 06/19 Remarks: cc : 1._RS ARCHITECTS -- .-- CITY OF TIGARD ' - IGARD - VLMK Reviewed by: . .. .. . . _... ._ _ _- ____... -,._, .............. ..d a,..,. ,...,..a.ahnri7atinn from this office. Carlson Testi Construction Inspection & Related Tests ng Inc. RECEIVED Geotechnical Consulting f CONCRETE= JUN 3 0 2000 REPORT OF TEST SPECIMENS P.O. Box 23814 ASTM C172 /C1231/C39/C31/C1064/C143BY: Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 05/30 20 00 Job No. T0004403 Permit No: BUP2000 - 0001 2 Client: SPECHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER PARKING STRUCTURE 12125 SW 69TH TIGARD OR Address: Contractor: X Sub Contractor: T185223 Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 215 T185223 No. Cast By: D. S UM I N S K I Cu. Yds. 11 OF 43 Load Not OVERCAST 62 Weather: Temp. High: Temp. Low: BASEMENT WALL LINE D FROM 3 TO 7. TEST AT BASEMENT WALL LINE D Location of Placement: AND D AND 5 1: 15 70 Test Time: Concrete Temp: 3500 28 3 1/2" Strength Requirement: PSI © days Slump Cement Type 3501 Mix NoJNo. 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 Load PSI No. By 1 7 2179 05/31 06/06 87,780 28.23 3110 WR 28 2179 05/31 06/27 107,200 28.27 3790 MS 28 2179 05/31 06/27 110,400 28.27 3910 MS 28 2179 05/31 06/27 108,940 28.27 3850 MS Remarks: , % c_c : LRS ARCHITECTS _ CITY OF TIGARD - _--•— VLMK R eviewed by: • . . . . ..-- - _ ___....1........ • •.. 4. ..a•f.n..4 n. o,,fhnrioafinn from fhic nffira Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing Inc • Phone (503) 684 -3460 FAX (503) 684-0954 Phone (503) 589 -1252 Phone (541) 330-9155 FAX (503) 589 1309 FAX (541) 330 -9163 June 28, 2000 RECEIVED T0004403. CTI Permit No. BUP2000 -00012 JUN 3 0 2000 FIELD INSPECTION REPORT BY: DATES COVERED: June 26, 2000 PROJECT: Tigard Corporate Center Parking Structure ADDRESS: 12125 SW 69th — Tigard, OR INSPECTOR: C. Stasch COP#485, WABO#STA7637001, OBOA #331 06- 26 -00: CTI representative was onsite and inspected post tension slab pour #1 between 3.5 -9 /A -D line. All reinforcing and post tension cable lay out conformed to specifications, drawing and post tension drawing except items listed below: 1. Top reinforcing is needed at D/7 at cable ends. 2. U bars needed at corner A/4. 3. Loose stud rails to be secured. 4. Bottom reinforcing to be chaired up. 5. #4 back up bars needed at A/5. Our reports pertain to the materials inspected /tested 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, IN i .,,;, \ <. i l Douglas EXECUTIVE LeaJIVE OFFICER Chief Executive Officer CS /Ijm cc: Specht Development, Inc. — Bob Burns LRS Architects City of Tigard VLMK P:\ WORD \REPORTS \FIELD \T0004403A.doc Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Inc. Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing Phone (503) 684-3460 FAX (503) 684 -0954 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 589 1309 FAX (541) 330 -9163 June 29, 2000 T0004403.CTI ��� F Permit No. BUP2000 -00012 �,I \TFD FIELD INSPECTION REPORT JUN 3 0 2000 DATES COVERED: June 29, 2000 BY PROJECT: Tigard Corporate Center Parking Structure ADDRESS: 12125 SW 69th — Tigard, OR INSPECTOR: C. Stasch, COP #485 06- 29 -00: A 5000 psi concrete mix #5031 B was placed in post tension slab pour #1 between 3.5 to 9/A to D line. All reinforcing and post tension cables and embeds were checked prior to placement of concrete and it conformed to plans. All corrections were made that were mentioned on Engineer's report dated June 28, 2000. A total of 172 yards was placed. All concrete was pumped and vibrated. Four sets of (6) concrete test cylinders were made. Slump was between 6'/i' to 4'/2'. Approved mix design was placed. Our reports pertain to the materials inspected /tested 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, ARLSO ..,.TESTING, I • CHIEF EXECUTIVE. OFFICER Douglas W. Leach Chief Executive Officer CS:eam cc: Specht Development, Inc. — Bob Burns LRS Architects City of Tigard VLMK Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing Inc • Phone (503) 684 -3460 FAX (503) 684 -0954 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 589 1309 FAX (541) 330 -9163 June 29, 2000 T0004403.CTI RECEIVED Permit No. BUP2000 -00012 JUN 3 0 2000 FIELD INSPECTION REPORT BY: DATES COVERED: June 28, 2000 PROJECT: Tigard Corporate Center Parking Structure ADDRESS: 12125 SW 69th — Tigard, OR INSPECTOR: C. Stasch COP#485, WABO#STA7637001, OBOA #331 06- 28 -00: CTI representative was onsite and inspected reinforcing for post tension slab pour #2 between 6.3- 7 /D -G and 3.5 -9. All reinforcing and post tension cables conformed to approved plans except: 1. Bottom reinforcing needs to be chaired up in area. 2. Dead head of cables are overlapping at area D/7. Corrections were made that were mentioned in report dated 06 -26 -00 except stud rails are loose. These need to be tightened. Our reports pertain to the materials inspected /tested 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. e spectfully submitted, , RLSON TING, INC;` r CHIEF EXECUTIVE OFFICER Douglas W. Leach Chief Executive Officer CS /Ijm cc: Specht Development, Inc. — Bob Bums LRS Architects City of Tigard VLMK P: \word\reports \field \T0004403.doc Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing Inc • Phone (503) 684-3460 FAX (503) 684 -0954 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 589 -1309 FAX (541) 330 -9163 June 30, 2000 T0004403.CTI Permit No. BUP2000 -00012 RECEIVED SHOP INSPECTION REPORT @ Howser Steel JUN 3 0 2000 DATES COVERED: June 28, 2000 1 ' Y ' PROJECT: Tigard Corporate Center Parking Structure ADDRESS: 12125 SW 69th — Tigard, OR INSPECTOR: B. Scott COP#619, WABO #SC0726157, OBOA #319 06- 28 -00: CTI representative was at the shop of Howser Steel and performed a periodic special inspection on piece mark mk -1A (184 each) shop welds. These welds were found to conform to structural engineer, Trent Nagele's, verbal weld size change from 2' /z" to 2" flare bevel groove weld, per phone conversation made at 8:10 a.m. this date with VLMK Engineering. Six embeds were marked for repair of underlength welds, undercut, and porosity. Our reports pertain to the materials inspected /tested 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, CTTTS TETING, IN i) D ' tg 'EVE OED ICER C xecutive Officer BS /sab cc: Specht Development, Inc. — Bob Bums LRS Architects City of Tigard VLMK