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Report (35) Carlson Testing, Inc. - constructio I & Related Tests 9 Geotechnical Consulting Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave.. NE P.O. Box 7918 Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 Phone(503)684 -3460 Phone(503)589 -1252 Phone (541) 330 -9155 Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541) 330 -9163 REPORT OF 4 X 8 CONCRETE TEST SPECIMENS 5/'- ,26U - Test Methods: ASTM C31 /C172/C192/C39/C1064/C231/C143 Date Molded: 01/20/2009 Job Number: T0807926.A Permit #: SIT2008 -00004 (SITEWORK) Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A Address: 7920 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: SHARP & ASSOCIATES Cast By: J. BLACK Concrete Supplier: GLACIER NORTHWEST Truck #: 7400 Load #: 1 Ticket#: 205724 Weather: SUNNY Test Time: 11:20 Air Temp. at Sampling Time: 43 Cylinders were cast for the following locations: EAST END OF WORK Total Concrete Placement Location: CURB AND GUTTER ON SOUTH SIDE OF PFAFFLE STREET. 240' SEGMENT ADJACENT TO BUILDINGS A & B. Strength Requirement: 3000 psi fc @ 28 Days Slump: 3.250" % Air: 6. 40 % Mix Number: 08805 (3.3K) Conc. Temp: 6 5 Cement Type: 1/11 Max Agg: 1 " Admix/Amt: 92 OZ /CUBIC YARDS CALCIUM CHLORIDE 9 OF 12 Cubic Yards: Register Number: 0089360 Lab Location: TIGARD Set Test @ Date Test Total A rea Unit Type Of Tested No. Days Rec'd Date Load PSI Fracture By 1A 7 01/21/2009 01/27/2009 48911 12.57 3890 2 WR 1B 28 01/21/2009 02/17/2009 1C 28 01/21/2009 02/17/2009 1D 28 01/21/2009 02/17/2009 ❑ Distribute attachments. Average f c @ 28 days Please see reverse side for additional information. Job Number: T0807926.A Register Number: 0089360 Date Molded: 01/20/2009 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A 7 < 1 in. [25 mm] x , , 1 1 Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well - formed cones cracking through caps cone on other end / Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly end of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: • PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK STALICKCO @EARTHLINK.NET TO: CITY OF TIGARD BUILDING DIVISION AFGHAN ASSOCIATES INC - CRAIG HARRIS CRAIGH @AAIENG.COM MILDREN DESIGN GROUP - BETTY SHEPPARD BETTY @MDGPC.COM COMMERCIAL CONTRACTORS INC - ERIC MONEY ERIC @CCIGC.COM Project Manager: STEVEN W. LEACH Reviewed By: Ty Toller On 01/28/2009 Our report pertains to the material tested only. The information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Carls Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 ®� ���iLLL ������ 1J� T}� �� Phone (503) 684 -3460 P9 -122 P41) 330 155 FAX (503) 684 0954 FAX (503) 589 -1309 FAX (541) 330 -9163 January 22, 2009 T0807926.B Permit No. BUP2008 -00004 FIELD INSPECTION REPORT DATES COVERED: January 20, 2009 PROJECT: Pacific Crossroads Corporate Center — Building B ADDRESS: 8020 SW Pfaffle Street — Tigard, OR INSPECTOR: J. Black — COP #708, WABO #BLA644018, OBOA #392, ICBO #1071296 -88 01- 20 -09: CTI representative was on site & met with John Sproull of Commercial Contractors Inc & left a copy of this report on site at the conclusion of the inspection. Tested portion of 12 cubic yards of Glacier mix #0885 (3300 /psi f'c) was placed by chute at the following area for a 3000 /psi spec. • Curb & gutter on south side of Pfaffle St, 240' segment adjacent Buildings A & B. Cast (1) set of (4) 4" x 8" cylinders. Slump spec was 4" max & Air spec was 4 -7 %. Test results on break sheet. ** *CHECK ONE BOX ONLY * ** YES NO 1. This is a preliminary inspection only. — OR — ❑ 2. The work inspected conforms to acceptance criteria listed above. If "No," the portions of the work that are non - conforming items are dearly stated above and will be added to the NCL. Remaining portions of the work, which are not preliminary in nature, are to be considered as ® ❑ conforming. 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. teven W Project Manager JB /ja cc: Pfaffle Office LLC & PCCC LLC — Roger Stalick stalickco @earthlink.ne[ City of Tigard Building Division Afghan Associates Inc — Craig Harris cr,mffi@a,,enn.com Mildren Design Group — Betty Sheppard hetty@mdgpc.com • Commercial Contractors Inc — Eric Money eric @ccigc.com Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls ssi�1L �}+�pp Testing- Eugene Office (541) 345 -0289 on �es��Ilg Inc Salem Office (503) 589 -1252 �9 Tigard Office (503) 684 -3460 all- 2c6 S -' 9 cam REPORT OF 4 X 8 CONCRETE TEST SPECIMENS Test Methods: ASTM C31/ C172 /C192/C39/C1064/C231/C143/C1231 Date Molded: 01/20/2009 Job Number: T0807926.A Permit #: SIT2008 -00004 (SITEWORK) Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A Address: 8020 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: SHARP & ASSOCIATES Cast By: J. BLACK Concrete Supplier: GLACIER NORTHWEST Truck #: 7400 Load #: 1 Ticket#: 205724 Weather: SUNNY Test Time: 11:20 Air Temp. at Sampling Time: 43 Cylinders were cast for the following locations: EAST END OF WORK Total Concrete Placement Location: CURB AND GUTTER ON SOUTH SIDE OF PFAFFLE STREET. 240' SEGMENT ADJACENT TO BUILDINGS A & B. Strength Requirement: 3000 psi f c@ 28 Days Slump: 3.250" °/u Air: 6.40% Mix Number: 08805 (3.3K) Conc. Temp: 65 Cement Type: i /II Max Agg: 1" Admix/Amt: • 92 OZ /CUBIC YARDS CALCIUM CHLORIDE 9 OF 12 Cubic Yards: Register Number: 0089360 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Cap Tested No. Days Rec'd Date Load PSI Fracture Type By 1A 7 01/21/2009 01/27/2009 48911 12.57 3890 2 WR 1B 28 01/21/2009 02/17 /2009 64400 12.60 5110 3 PAD 60 MEM 1C 28 01/21/2009 02/17/2009 66800 12.60 5300 4 PAD 60 MEM 1D 28 01/21/2009 02/17 /2009 66400 12.60 5270 3 PAD 60 MEM ❑ Distribute attachments. Average f c @ 28 days 5230 Please see reverse side for additional information. Job Number: T0807926.A Register Number: 0089360 Date Molded: 01/20/2009 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A < 1 in. [25 mm] ) \ Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, less end. vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well- formed cones cracking through caps cone on other end Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly :nd of cylinder is pointed ends: tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK STALICKCO @EARTHLINK.NET TO: CITY OF TIGARD BUILDING DIVISION AFGHAN ASSOCIATES INC - CRAIG HARRIS CRAIGH @AAIENG.COM MILDREN DESIGN GROUP - BETTY SHEPPARD BETTY @MDGPC.COM COMMERCIAL CONTRACTORS INC - ERIC MONEY ERIC @CCIGC.COM Project Manager: STEVEN W. LEACH Reviewed By: Ty Toller On 02/18/2009 Our report pertains to the material tested only. The information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls y� Testing; Inc Eugene Office (541) 345 -0289 on Tes ing 9 1 0.• Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 4 X 8 CONCRETE TEST SPECIMENS Test Methods: ASTM C31/ C172 /C192/C39/C1064/C231/C143/C1231 Date Molded: 02/11/2009 Job Number: T0807926.A Permit #: BUP2008 -00004 Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A Address: 8020 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY Subcontractor: SHARP Cast By: J. BLACK Concrete Supplier: GLACIER NORTHWEST Truck #: 7355 Load #: 1 Ticket#: 208257 Weather: OVERCAST Test Time: 11:05 Air Temp. at Sampling Time: 45 Cylinders were cast for the following locations: SAME AS BELOW _ Total Concrete Placement Location: CURB AND GUTTER ON SOUTH SIDE OF PFAFFLE ST ADJECENT BUILDING A —B FROM 15' TO 150' WEST OF EAST END REPLACES PORTION OF CURB AND GUTTER PLACED ON 1/20/09 Strength Requirement: 3000 psi f c@ 28 Days Slump: 2.750" % Air: 5.80% Mix Number: 08805 ( Conc. Temp: 56 Cement Type: I /11 Max Agg: 3/ Admix/Amt: 80 OZ /YD CALCIUM CHLORIDE 7.5 Cubic Yards: Register Number: 0089678 Lab Location: TIGARD Set Test @ Date Test Total Area Unit Type Of Cap Tested No. Days Rec'd Date Load PSI Fracture Type By I 7 02/12/2009 02/18/2009 46385 12.60 3680 2 PAD 60 WR 28 02/12/2009 03/11/2009 28 02/12/2009 03/11/2009 28 02/12/2009 03/11/2009 Distribute attachments. Average f c @ 2 8 days Please see reverse side for additional information. Job Number: T0807926.A Register Number: 0089678 Date Molded: 02/11/2009 Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A < 1 in. [25 mm] 12 \ f Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well - formed cones cracking through caps cone on other end \ . Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly 2nd of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK STALICKCO @EARTHLINK.NET TO: CITY OF TIGARD BUILDING DIVISION AFGHAN ASSOCIATES INC - CRAIG HARRIS CRAIGH @AAIENG.COM MILDREN DESIGN GROUP - BETTY SHEPPARD BETTY @MDGPC.COM COMMERCIAL CONTRACTORS INC - ERIC MONEY ERIC @CCIGC.COM Project Manager: STEVEN W. LEACH ,. Reviewed By: Ty Toller On 02/19/2009 Our report pertains to the material tested only. The information contained in this report is provided subject to all terns and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.