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Carlson Testing, Inc. Reports Carlson Testing, onstruction Inspections&Related Tests Inc.• Geotechnical Consulting Main Office Salem Office Bend Office ''mN P.O.Box 23814 4060 Hudson Ave.,NE P.O.Box 7918 REVISED 06/30/2004 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 In-Place Asphaltic Concrete Density Tests Date: 06/30/2004 Job Number: T0303481. Permit#: BUP2003-00211 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN RECEIVED Project: CITY OF TIGARD - NEW LIBRARY PROJECT J U L - 2 2004 Address: 13500 SW HALL BLVD TIGARD OR De cri ;a SHIELS OBLETZ JOHNSEN CLASS "C" ASPHALTIC CONCRETE FROM LAKESIDE-PORTLAND PLANT Test By: J. CURT Is Method of Test: ASTM D2950 Rice Density: 157.2 Marshall Value: Standard Count Denisty: 2 841 Serial#: Trox. 24608 NUC 3440 Date of Test Density Lift In Place % Test No. Test Location Mode Count No. Density Comp. BEND IN FARTHEST END OF PARKING LOT 3 ,,,� 06-11 1 BS 686 142.6 91.2 4' FROM CURVED CURB 06 11 2 CORNER OF PARKING LOT AT BACK OF BUILDING BS 613 3 150.6 95.8 MIDDLE OF DRIVEWAY 06-11 3 MIDDLE OF DRIVEWAY - 4 ' AWAY FROM BOOKDROP ES 664 3 144.9 92.2 CLOSEST TO BUILDING BACK OF PARKING LOT - 12 ' AWAY FROM BACK 3 06-11 4 BS 669 144.3 91.8 CURB TOWARDS ROAD MIDDLE OF 3RD SECTION OF PARKING LOT 3 06-11 5 BS 663 145.0 92.2 FARTHEST FROM BUILDING MIDDLE OF 2ND PARKING SECTION FARTHEST 3 06-11 6 BS 648 146.6 93.3 FROM BUILDING MIDDLE OF 2ND PARKING AREA CLOSEST TO 3 06-11 7 BS 658 145.5 92.6 BUILDING MIDDLE OF 1ST PARKING AREA CLOSEST TO 3 06-11 8 BS 657 145.6 92.6 BUILDING Please see reverse side for additional information. Date of Test Density Lift In Place % Test No. Test Location Mode Count No. Density Comp. Remarks: RICE VALUE SUPPLIED BY LAKESIDE INDUSTRIES. CC: CITY OF TIGARD BUILDING DEPT - HAP WATKINS KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON HOFFMAN CONSTRUCTION CO (JOB SITE) - DIRK KOOPMAN Typist: MHX Project Manager: D. LEACH Reviewed By: ..."---6tityylC614147607' 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 10 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Sam,OR 97301 Bend,OR Carlson Testing Inc• Pho03)684-3460 Phone(503)589-1252 Phone(541)330-997708155 FAXX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 0^'N, June 21, 2004 T0303481.CTI ?) 1 Permit Number: BUP2003-00211 4-1-C) City of Tigard RECEIVED C/O Shiels Obletz Jensen-C. Bahlman 115 NW 1St Avenue Portland, OR 97209 JUN 2 9 2004 Re: City of Tigard-New Library Project SHIELS OBLETZ JOHNSEN 13500 SW Hall Blvd. -Tigard, OR Extraction/Gradation & Maximum Specific Gravity(Rice) Testing Gentlemen: Following are results of an extraction/gradation and maximum specific gravity (rice) testing conducted on a sample of ODOT Class "C" asphaltic concrete produced by Lakeside Industries - Portland Plant, and sampled by our representative on June 11, 2004. This sample was taken from the jobsite prior to compaction. Testing was completed on June 16, 2004. Following are the results: EXTRACTION-GRADATION-AASHTO T164, AASHTO T110: PERCENT 1998 ODOT CLASS"C" BROADBAND SIEVE SIZE PASSING SPECIFICATIONS 3/4" 19.0mm 100 99-100 1/2" 12.5mm 97 90-99 3/8" 9.5mm 86 1/4" 6.3mm 70 50-70 #4 4.75mm 62 #8 2.36mm 44 #10 2.00mm 41 21-41 #30 .600mm 24 #40 .425mm 20 6-20 #200 .075mm 7.3 3.0-8.0 AC 5.1 4.0-8.0 This sample meets 1998 ODOT Class"C" Broadband Specifications. AASHTO T-209 Rice Value =2.519/157.2 pcf. Test results pertain to the specific material tested/inspected only and may not be representative of other locations or elevations. !nformaticn contained herein is not to be reproduced, except in full, without prior authorization from Carlson Testing Inc. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. .,f` 101416144/07 Jason S. Bryant Assistant Laboratory Manager dk *The remaining sample material will be discarded in two weeks from the date the test was completed. CC: CITY OF TIGARD BUILDING DEPT-HAP WATKINS KPFF-JOHN MAYER SRG PARTNERSHIP-BRUCE BARTON HOFFMAN CONSTRUCTION CO(JOB SITE)-DIRK KOOPMAN P":Prnjsc General':T030348I'IsbumkF vtaninm lablo,04-0705.DOC Main Office Salem Office Bend Office P.O.Box 23814 ,J60 Hudson Ave.,NE P.O.Box 7918 • Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc• Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 Special Inspection FINAL SUMMARY LETTER June 15, 2004 T0303481 RECEIVED City of Tigard JUN 1 6 2004 13125 SW Hall Blvd., Tigard, OR 97223-8199 SHIELS OBLETZ JOHNSEN Attn: Building Department Re: City of Tigard-New Library Project 13500 SW Hall Blvd-Tigard, OR Permit No.: BUP2003-00211 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete Installation of Cast-in-Place and Adhesive Anchors Structural Masonry Structural Steel- Fabrication & Erection, includes verification of welder certifications,weld procedures and material certifications Installation of High Strength Bolts per AISC Requirements Fireproofing 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 a any further questions regarding this matter, please do not hesitate to contact this office. Resp ctfully submitt-•, CA SON TE 1G, INC. J- Hietpas aerations Manager /FH/ks cc: City of Tigard c/o Shiels Obletz Johnsen-C Bahlman KPFF-John Mayer SRG Partnership- Bruce Barton Hoffman Construction Co (Job Site)- Dirk Koopman P:\WORD\REPORTS\FINLTR\T • Construction Inspections &Related Tests Carlson Testing, Inc. Geotechnical Consulting r, Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, OR 97281 Salem, OR 97301 Bend, OR 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 In-Place Asphaltic Concrete Density Tests Date: 06/15/2004 Job Number: T0303481. Permit Number: BUP2003-00211 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Description: CLASS "B" ASPHALTIC CONCRETE FROM LAKESIDE — PORTLAND PLANT Test By: J. CURTIS Method of Test: ASTM D2950 Rice Density: 156.3 Marshall Value: Standard Count Density: 2841 Serial #: Trox. 24608 NUC 3440 Date Of Test Test Mode Density Lift In Place % Test No. Location Count No. Density Comp BEND IN FARTHEST END OF PARKING LOT 3 6-11 1 4 ' FROM CURVED CURB BS 686 142.6 91.2 CORNER OF PARKING LOT AT BACK OF BUILDING 3 6-11 2 MIDDLE OF DRIVEWAY BS 613 150.6 96.4 MIDDLE OF DRIVEWAY - 4' AWAY FROM BOOKDROP 3 6-11 3 CLOSEST TO BUILDING BS 664 144.9 92 .7 BACK OF PARKING LOT - 12 ' AWAY FROM BACK 3 6-11 4 CURB TOWARDS ROAD BS 669 144.3 92.3 MIDDLE OF 3RD SECTION OF PARKING LOT 3 6-11 5 FARTHEST FROM BUILDING BS 663 145.0 92 .8 MIDDLE OF 2ND PARKING SECTION FARTHEST 3 6-11 6 FROM BUILDING BS 648 146.6 93 .8 MIDDLE OF 2ND PARKING AREA CLOSEST TO 3 6-11 7 BUILDING BS 658 145.5 93 .2 MIDDLE OF 1ST PARKING AREA CLOSEST TO 3 6-11 8 BUILDING BS 657 145.6 93 .2 I Please see reverse side for additional information. Remarks: RICE VALUE SUPPLIED BY LAKESIDE INDUSTRIES. CC: CITY OF TIGARD BUILDING DEPT - HAP WATKINS KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON HOFFMAN CONSTRUCTION CO (JOB SITE) - DIRK KOOPMAN Project Manage=. LEACH - Reviewed By: Typist: Mix 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 ,0 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc• Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589 1309 FAX(541)330-9163 June 14, 2004 RECEIVED T0303481.B.CTI Permit No. SGN2004-00115 JUN 1 7 p034 File#M03-03 SHIELS Of3Lt i �vi�pvvtf�f FIELD INSPECTION REPORT DATES COVERED: June 11, 2004 PROJECT: City of Tigard— New Library Project (Sign) ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: Ron Andree At the request of Hoffman Construction, CTI was onsite to locate reinforcing steel. CTI used a HR-meter to locate the reinforcing steel for a sign monument in the SW corner, by the vehicle entry. Readings indicate that there is metal present in the vertical position on the North and South sides of the base. A pattern of 16" on center was established, with some indications under 16", but none over. In the horizontal plane, readings are elevated at the base of sign monument. The area is to restricted for an exact location to be determined. 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 ubmitted, CARLSO ESTI NG, INC. • . Hietpas 0 ,`-rations Manager s cc: City of Tigard do Shiels Obletz Johnsen—C Bahlman City of Tigard Building Dept—Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site)—Dirk Koopman ,.� Main Office ,.- Salem Office Bend Office P.O.Box 23814 ,0 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 May 11, 2004 T0303481.CTI Permit No: BUP2003-00211 RECEIVED City of Tigard C/O Shiels Obletz Johnsen—C Bahlman 115 NW 1st Avenue MAY 21 2004 Portland, OR 97209 SHIELS OBLETZ JOHNSEN Re: City of Tigard—New Library Project 13500 SW Hall Blvd., Tigard OR Concrete Slab Moisture Emission and pH Testing Gentlemen: As requested, Carlson Testing Inc. (CTI) has performed four (4) slab moisture emission and pH tests conducted from the above referenced site, at the locations listed below. The measurement of moisture vapor emission rate was tested in accordance with ASTM F1869-98, and the pH determined utilizing the test method and tools provided by Vaprecision test kits. These tests were started on May 7, 2004 and completed on May 10, 2004. Following are the results: ASTM F1869-98 MEASURING MOISTURE VAPOR EMMISION RATE OF CONCRETE SUBFLOOR USING ANHYDROUS CALCIUM CHLORIDE Test Location Temp(°F) Humidity(%) pH Moisture Emission Results No. Start End Start End (lbs/1000 ft/24 hours) 1 Community Room 72 65 62 57 8 5.3 2 Kids Reading Room 74 67 63 58 7 5.0 3 West Main Library 73 68 61 55 8 5.0 4 East Main Library 73 67 62 54 8 5.3 ASTM F1869-98 Section 6.1 Conditioning—The test site should be at the same temperature and humidity expected during normal use. If this is not possible, then the test conditions should be 75 +/- 10°F and 50 +/- 10% relative humidity. Maintain these conditions 48 hours prior to, and during testing. Test results pertain to the specific material tested/inspected only and may not be representative of other locations or elevations. Information contained herein is not to be reproduced, except in full, without prior authorization from Carlson Testing Inc. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Jason S. Bryant Assistant Laboratory Manager dk cc: City of Tigard Building Dept. —Hap Watkins KPFF-John Mayer SRG Partnership-Bruce Barton Hoffman Construction Co(Job Site)—Dirk Koopman P:?rojects\Generar\T0303481 u.abwork\SlabMoisture5-10-04.DOC Main Office '1 Salem Office Bend Office P.O.Box 23814 t0 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc• Phone(503)684-3460 Phone(503)589-1252 Phone(541)330 9155 FAX(503)684-0954 FAX(503)589 1309 FAX(541)330-9163 May 5, 2004 T0303481.CTI Permit No: BUP2003-00211 City of Tigard C/O Shiels Obletz Johnsen—C Bahlman RECEIVED 115 NW 1st Avenue Portland, OR 97209 MAY 1 0 2004 Re: City of Tigard—New Library Project 13500 SW Hall Blvd., Tigard OR SHIELS OBLETZ JOHNSEN Concrete Slab Moisture Emission and pH Testing Gentlemen: As requested, Carlson Testing Inc. (CTI) has performed eight (8) slab moisture emission tests conducted from the above referenced site, at the locations listed below. The measurement of moisture vapor emission rate was tested in accordance with ASTM F1869-98, and the pH determined utilizing the test method and tools provided by Vaprecision test kits. These tests were started on April 26, 2004 and completed on April 29, 2004. Following are the results: ASTM F1869-98 MEASURING MOISTURE VAPOR EMMISION RATE OF CONCRETE SUBFLOOR USING ANHYDROUS CALCIUM CHLORIDE Test Location Temp(°F) Humidity(%) H Moisture Emission Results No. Start End Start End p (lbs/1000 ft2/24 hours) 1 RM 127 Compact Storage(Center) 65 62 52 55 7 5.0 2 RM 132 Staff Room(SW Corner) 64 61 55 59 7 5.0 3 RM 119 Circulation Room (NW 66 57 53 66 7 4.3 Corner) 4 RM 141 New Book Room (Center) 65 60 52 58 7 4.2 5 RM 143 Main Library(E. End) 65 60 52 58 8 4.2 6 RM 143 Main Library(Center) 65 61 52 59 7 4.2 7 RM 145(NW Corner) 65 62 52 60 7 5.0 8 RM 146(S. End) 64 62 51 64 7 4.0 ASTM F1869-98 Section 6.1 Conditioning—The test site should be at the same temperature and humidity expected during normal use. If this is not possible, then the test conditions should be 75 +/- 10°F and 50 +/- 10% relative humidity. Maintain these conditions 48 hours prior to, and during testing. Test results pertain to the specific material tested/inspected only and may not be representative of other locations or elevations. Information contained herein is not to be reproduced, except in full, without prior authorization from Carlson Testing Inc. If there . any further questions regarding this matter, please do not hesitate to contact this office. Resp ully submitted, CAR .•NTE G, INC. a es F. Hietpas L L.boratory Manager .k cc: City of Tigard Building Dept. —Hap Watkins KPFF—John Mayer SRG Partnership—Bruce Barton Hoffman Construction Co(Job Site)—Dirk Koopman P:\Lab Admin\Forms&Templates\Concrete\SlabMolsture.DOC Main Office Salem Office Bend Office P.O.Box 23814 30 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc• Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 April 21, 2004 T0303481.CTI Permit No: BUP2003-00211 RECEIVED City of Tigard C/O Shiels Obletz Johnsen—C Bahlman 115 NW 1st Avenue Portland, OR 97209 APR 2 7 2004 Re: City of Tigard—New Library Project SHIELS OBLETZ JOHNSEN 13500 SW Hall Blvd., Tigard OR Concrete Slab Moisture Emission and pH Testing Gentlemen: As requested, Carlson Testing Inc. (CTI) has performed four (4) slab moisture emission tests conducted from the above referenced site, at the locations listed below. The measurement of moisture vapor emission rate was tested in accordance with ASTM F1-869-98-, and the Pi-i determined (A-ill-zing the test method and tools provided by Vaprecision test kits. These tests were started on April 13, 2004 and completed on April 16, 2004. Following are the results: ASTM F1869-98 MEASURING MOISTURE VAPOR EMMISION RATE OF CONCRETE SUBFLOOR USING ANHYDROUS CALCIUM CHLORIDE Test Location Temp(°F) Humidity(%) pH Moisture Emission Results No. Start End Start End (lbs/1000 ft/24 hours) 1 Office 131 67 66 49 56 NT 6.1 2 Children's 144 at Grid 3 67 67 50 52 NT 5.2 3 2''d Floor B.5/2.5 79 79 42 40 NT 4.4 4 2nd Floor C/5 79 79 41 40 NT 4.9 ASTM F1869-98 Section 6.1 Conditioning—The test site should be at the same temperature and humidity expected during normal use. If this is not possible, then the test conditions should be 75 +/- 10°F and 50 +/- 10% relative humidity. Maintain these conditions 48 hours prior to, and during testing. Test results pertain to the specific material tested/inspected only and may not be representative of other locations or elevations. Information contained herein is not to be reproduced, except in full, without prior authorization from Carlson Testing Inc. if there are any further questions regarding this matter, please do not hesitate tc contact this office. ti.'vry q S Respectfully bmitted, CARLSON STING, INC. J Y's F. Hietpas L-,oratory Manager cc: City of Tigard Building Dept.—Hap Watkins KPFF—John Mayer SRG Partnership—Bruce Barton Hoffman Construction Co (Job Site)—Dirk Koopman P:LLab\Admin\Forms&Templates\Concrete\SlabMoisture.DOC '"y Main Office - Salem Office Bend Office P.O.Box 23814 30 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 April 7, 2004 10303481.CTI Permit No: BUP2003-00211 City of Tigard C/O Shiels Obletz Johnsen—C Bahlman 115 NW 1st Avenue Portland, OR 97209 Re: City of Tigard—New Library Project 13500 SW Hall Blvd., Tigard OR Concrete Slab Moisture Emission and pH Testing Gentlemen: As requested, Carlson Testing Inc. (CTI) has performed nine (9) slab moisture emission and pH tests conducted from the above referenced site, at the locations listed below: The measurement of moisture vapor emission rate was tested in accordance with ASTM F1869-98, and the pH determined utilizing the test method and tools provided by Vaprecision test kits. These tests were started on April 2, 2004 and completed on April 5, 2004. Following are the results: ASTM F1869-98 MEASURING MOISTURE VAPOR EMMISION RATE OF CONCRETE SUBFLOOR USING ANHYDROUS CALCIUM CHLORIDE Test Location Temp(°F) Humidity(%) pH Moisture Emission Results No. Start End Start End (lbs/1000 ft/24 hours) 1 2nd Floor Northwest Corner 68 62 46 60 6 4.6 2 2nd Floor West Wall Center 69 63 39 55 6 3.1 ^` 3 2nd Floor Southwest Corner 69 62 39 59 7 3.6 4 2nd Floor South Wall Center 71 63 37 59 7 4.3 5 2nd Floor Southeast Corner 70 64 40 55 6 4.0 6 2nd Floor Southeast Conference Room 70 64 40 56 6 4.5 7 2nd Floor Northeast Hallway 69 64 40 54 7 4.3 8 2nd Floor Northeast Corner 70 63 37 56 7 4.0 9 2nd Floor Center of Library 70 62 37 60 7 4.3 ASTM F1869-98 Section 6.1 Conditioning—The test site should be at the same temperature and humidity expected during normal use. If this is not possible, then the test conditions should be 75+/- 10°F and 50 +/- 10% relative humidity. Maintain these conditions 48 hours prior to, and during testing. Test results pertain to the specific material tested/inspected only and may not be representative of other locations or elevations. Information contained herein is not to be reproduced, except in full, without prior authorization from Carlson Testing Inc. If there any further questions regarding this matter, please do not hesitate to contact this office. Resp:fully submitt-• CA- .ON -r NG, INC. L.- i � s F. Hietpas �f({oratory Manager '"•Ndk cc: City of Tigard Building Dept. —Hap Watkins KPFF—John Mayer SRG Partnership—Bruce Barton Hoffman Construction Co(Job Site)—Dirk Koopman P:LLab\Admin\Forms 8 Templates\Concrete\SlabMoisture.DOC 04/05/04 MON 13:04 FAX 503 670 9147 CARLSON TESTING Z001 Carlson Testing, Inc. Fax Transmittal 5)( Tigard Office (Main) Branch Office 8430 SW Hunziker 4060 Hudson Avenue, NE Tigard, OR 97223 Salem, OR 97301 Phone: (503) 684-3460 Phone: (503) 589-1252 Fax: (503) 684-0954 Fax: (503) 589-1309 Date 14T/a0 Number of Pages:_ 3 (Including Cover Sheet) Please deliver this fax transmittal information to the following person. If you have received this Information in error, please destroy it. To; _-. Company: _A. .i , i! I I _/4. Irl'. _ _'I Fax#: , __ ` II( Telephone #: baa From: i(af1, Comments: ,....‘,Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If you did not receive all pages please contact our office at your earliest convenience. Thank You 04/05/04 MON 13:05 FAX 503 670 9147 CARLSON TESTING L1 002 Main Office Salem Office Bend Office P.O.Box 23814 4060 Hudson Ave.,NE P O.Box 7918 u-1� ,�c O Testing, L�� ' � �• Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 .7 s L Phone(503) 684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503) 684-0954 FAX(503)589-1309 FAX(541)330-9163 Pr_-oject: C; - df ^-��• 'c_al - PJeL- 1.461 r Job Number: 1133 0314 s'l Client. • r Bid Item Number: ,----,---- (06 X`I _ Placed By: C. Ci v, V- Date Placed: - /2._ 'U� Retrieved By:C., CIL Date Retrieved: Lt X10'1 Date Tested: Li(5 dol Tested By: ( , L. D.ate eceivea: O`f -Kit Manufacture: .re - Lab Number: �_- Scale ID: S"gl ASTM F1869-98 Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride 'pH performed according to Vaprecision Testing Procedure supplied with kits Test# Start Time End Elapsed Initial Wt Final Wt "pH Lbs/1000 Square Feet Time Time (grams) (grams) per 24 Hours k t:Zf iyt7( 6ii.52. 3o.'- 3;.i 6 4.0- .- 2 2'92- 12t5'Fs C5 .,q3 X0. 5 32.3 6 Sep 3 7„-t3-4 _ :nl 69,3$ - _3 32,9 -7 3 . 6° - Th � 2_,..4-t ��a 1:0� ,6C .� 0 2, 32.E 7 y, 29 ... ci• 3° 3 32.0 6 3.• 95 - -- 6 V. :o g 69, ZZ 30, 1 32.7 6 1.y-7 .. —', a1 7 3:vo I : tl 69'0I8 - 30,2.- 32,7 7 y 30 - .V . 3.Q7 I : I', gt . ta - 36. t 32.1 7 316 - Equation: Lbs/1000 sq ft/24hours = (Weight gain x 118.932) / Elapsed Time ...rte 'Equation derived from ASTM procedure and Sample area information provided by Vapresicion Test# Location (Be Specific) Temperature (F) Humidity (%) _ Start End Start End Z '` 0. celr 6c1 •ct 63 -,5-- 1, 'I 5 U1 czcv.t( 61 rt C2„ 3 S9 `. S wes,v1 Gewi-e( ( 6 Si 0 SL LDcAsc 7 G ' 4.3 -4 5:' ;1 i ..-f-,or- A q N r-. 7 0 -g . 0 S, 4 . !`I Pj rot-- - 1-4 © S Temperature/ humidity maintained for 48 h prior to test Yes ,J No ❑ Temperature within 65° to 85°F at start and end of test Yes 0 No - Humidity within 40% to 60% at start and end of test • Yes ❑ No z( Concrete surface prepared by: Grinding ❑ Scraping ❑ Other U re etr.vk None 0 Preparation performed at least 24 hours prior to starting test? Yes 0 No )2' Specification Requirement / Specification -� 1 Deviations �r � \,, -14 -•�V ti Tested in accordance with stated procedures with equipment in current calibration by Vi c.o.rieu.... 11l� O.. ! n . .— — 04/05/04 MON 13:05 FAX 503 670 9147 CARLSON TESTING lJ003 Main Office Salem Office Bend Office P.O.Box 23814 4080 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 arX s o n Testing/ Inc. FAX 5533)684-3460 Phone(503)589-1252 Phone(5410 330-9155 ( ) 8 0954 FAX(503)589-1309 FAX(541)330-9163 Project: o- T1 6`C — Pew Liij/>c,._.f3 Job Number: Tai 0. Client: R. IS - . t Jr- ,,, _ , Bid Item Number: Placed By: CL C1,,,.c. Date Placed: t-{ 2/0 Li Retrieved By: Date Retrieved: Date Tested: Tested By: Date Received: --41 IVlanu acture:�,►�Lab Number: �� Scale ID: 159 ASTM F1869-98 Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride 'pH performed according to Vaprecision Testing Procedure supplied with kits Test# Start Time End Elapsed Initial Wt Final Wt - 'pH Lbs/1000 Square Feet Time Time (grams) (grams) per 24 Hours 1 3 VI. (l t c Ci. i 5 30x) z„5- - 9. 36 • VI Equation: Lbs/1000 sq ft/24hours = (Weight gain x 118.932) / Elapsed Time 'Equation derived from ASTM procedure and Sample area information provided by Vapresicion Test# Location (Be Specific) Start Temperature (F) Humidity (%) � �-INA Cioo r Berke_ End Start End 0 -w r Temperature /humidity maintained for 48 h prior to test Yes 45No 0 Temperature within 65° to 85°F at start and end of test Yes 0 No Humidity within 40% to 60% at start and end of test Yes ❑ No .B' Concrete surface prepared by: Grinding ❑ Scraping ❑ Other Preparation performed at least 24 hours prior to starting test? Yes 0 re N�� one ❑ ,.,� Specification Requirement Specification �' Deviations Tested in accordance with stated procedures with equipment in current calibration by 4o Irl_ RPViPworlrev AV` Main Office ^ Salem Office Bend Office P.O.Box 23814 30 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc. Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589 1309 FAX(541)330-9163 February 16, 2004 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FEB 18 2004 FIELD INSPECTION REPORT SHIELS OBLEf`? is a hl DATES COVERED: February 9, 2004 PROJECT: City of Tigard —New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: B. Baty—COP#728,WABO#BAT585126, OBOA#411, ICBO#5012760-85 02-09-04: CTI representative visited the jobsite with the following results: Inspected 1/4" fillet welds of the wind load clips, per E.O.R. John Tesner of Berry-Nordling Engineers' directive. The clips were located at 2nd and roof levels of elevation U1, U2, V, R, S, T and Q. Welding inspected appeared to conform with AWS D1.1 for weld quality and detail. ***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 clearly 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, CARLSO TESTIN , INC. a Douglas W. Leach Chief Executive Officer BB/tm cc: City of Tigard do Shiels Obletz Johnsen—C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership—Bruce Barton Hoffman Construction Co (Job Site)— Dirk Koopman '"� Main Office "—"N Salem Office Bend Office P.O.Box 23814 30 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 February 3, 2004 10303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT F EB p 5 2004 DATES COVERED: January 27, 2004 1 30rkvISEN PROJECT: City of Tigard— New Library Project VtELS 0t ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: B. Baty—COP#728, WABO#BAT585126, OBOA#411, ICBO#5012760-85 01-27-04: As requested, CTI representative was on site with the following results: Inspected 1/4" fillet welds of the windload clips per engineer of record John Tesner with Nordling Engineers, directive. The clips were located at 2nd and roof levels of elevation A. Welding inspection appeared to conform with AWS D1.1 for weld quality and detail. In a conversation with John Tesner on 12-22-03, this inspector was informed that welding with NR211 FCAW wire was acceptable. ***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 clearly 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 Xi 0 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. Respectfullysubmird, CARLSON TE TI INC. i Douglas W. Leach Chief Executive Officer RB/pab ,,.., cc: City of Tigard do Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site)— Dirk Koopman Main Office ''\Salem Office Bend Office P.O.Box 23814 J Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc• Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 January 5, 2004 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: December 31, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: S. Corbett—COP#623, WABO#COR964787, OBOA#155, ICB0#0876686-85 12-31-03: As requested, CTI representative was on site to perform special inspections on spray-applied fireproofing. 1. Fireproofing was completed on level 2 and roof beams and roof deck at grids C-D/6.5-7.5 using WR Grace Co. Monokote MK-6/HY, ICBO ER-4607. 2. Average thickness was acceptable to approved plans and specifications. 3. Density samples were removed from deck and beams at level 2 and roof and returned to CTI. ***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 clearly 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 ® 0 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 TESTI G, C. Douglas W. Leach Chief Executive Officer SC/sab cc: City of Tigard c/o Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site)— Dirk Koopman Main Office 'Salem Office Bend Office P.O.Box 23814 J Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc• Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 r"ti December 31, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT ,JAN 12 2004 DATES COVERED: December 29, 2003 SHIELSOBLETZJOHNgEN PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: S. Corbett—COP#623, WABO#COR964787, OBOA#155, ICB0#0876686-85 12-29-03: As requested, a Carlson Testing Inc. representative was on site to perform special inspections on spray applied fireproofing. 1. Fireproofing in progress on second floor beams and deck at grids C-D/6-8 using W.R. Grace Monokote MK6/HY ICBO ER 4607. 2. Thickness readings were taken on deck at grids 6-8/C-C.3 and 6.5-7.3/C-D, average thickness was acceptable to approved specifications. .-"S ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 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, NC. €) 1 Douglas . Leach Chief Executive Officer SC/dk _ cc: City of Tigard do Shiels Obletz Johnsen—C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman Main Office '\Salem Office Bend Office P.O.Box 23814 J Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc. Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 RECEIVED December 31, 2003 10303481.CTI JAN - 5 2004 Permit No. BUP2003-00211 File No. M03-03 SHIELS OBLETZ JOHNSEN FIELD INSPECTION REPORT DATES COVERED: December 24, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard. OR INSPECTOR: K. Gauvin—COP#671, WABO#GAU757203, OBOA#183, ICB0#1028581-88 12-24-03: As requested, CTI representative was on site and inspected field welds on stairs no. 1 and no. 2. Welds conformed visually to AWS D1.1 and attached engineer-approved letter and sketches. ***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 clearly 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, fARLSON TESTING, IN U64,41II'.e.1) Chief Executive Officer KG/sab Attachments cc: City of Tigard c/o Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept—Hap Watkins ,.� KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman Main Office '"\Salem Office Bend Office P.O.Box 23814 J Hudson Ave.,NE P.O.Box 7918 Tigard, Carlson Testing ,OR 97301 Bend,OR 97708 Inc• Ph ne(503)684-3460 Phonregon 97281le em(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589 1309 FAX(541)330-9163 January 2, 2004 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: December 22, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: B. Baty—COP#728, WABO#BAT585126, OBOA#411, ICB0#5012760-85 12-22-03: As requested, CTI representative was on site for a structural steel inspection with the following results. Inspected %" fillet welds of the wind load clips per engineer-of-record John Tesner with Berry-Nordling Engineers directive. The clips were located at 2nd and roof levels of elevations B and C. Checked welder certifications for Robert McAllister, SSN 439-42-5816, using NR211 wire. A WPS was not available. Assistance with making a WPS was given. Welding inspection appeared to conform with AWS for weld quality and detail. A voice mail message was left with John Tesner to make sure that the use of the NR211 FCAW wire was acceptable for the above welding. Then later, John Tesner said that this wire was acceptable. ***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 clearly 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 ® 0 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 ESTI G INC. Douglas W. Leach Chief Executive Officer BB/sab cc: City of Tigard do Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman Dec 19 03 '10: 03a Douga.as Sutherland 503-46-2131 p. 1 10850 SW 5th Beaverton, OR 97005 trtb. f (503) 46-21627-0 55 Fax 646-2131 RECEIVED DEC 1 9 2003 Fax HOFFMAN CONS To: I I From: t\ii)--A.4.1 Company: i? Date: I 2.. ^ _ U- Fax: �-� Pages: j Phone: L Q )1�c ,:e- c-e 41000 (0vict- � Dec l$ 03 '10: 03a Doug s Sutherland 503-W-2131 p, 2 12/1:72003 10 09 FAX 5032352777 KILCULLEN Z 001/004 Kilcullen Engineering, LLC 226 NE 29'' Avenue Phone: (503) 493-2575 STRUCTURAL Portland, OR 97232 Fax: (503)235-2777 Fax To: Doug Sutherland From: Cory Kilcullen Fax: 503-6466-2131 Pages: 3 Phone: 503-627-0755 Date: 12/19/2003 Re: Tigard Stair CC: Tigard Library Stair Tit rd, Oreton As requested, a review of the submitted request for information received December 16, 2003 for the above noted project has taken place. Refer to the following Figures 1, 2 and 3 for additional information. Based on my calculations as contained in the previous supplemental and original submittal, the enclosed revisions are acceptable for this project. These variations fisc: the supplemental submittal are due to slight variation as discovered at the site. If you have any questions, or wish to discuss the project,please do not hesitate to contact me. i PROF' / • 61/0 ; � 515/ ' fr F KILCUL� Cory Kilcullen, PE f=x°iP.atloM DATE 0742 Dec 19 03 '10: 03a DouJs Sutherland 12/1'1/'no3 1r1 fg ^235_ KILCULLEN 503- 6-2131 SAX 5r.. '1 X77' �' p. 3 C�j 002/o04 0Pc 1G o3 07 37a Douglas Sutherland 503-646-2131 p - 3 • Fr`V -5,CC P ODZ/D53 F-42 0 0 ' 4' ' PPt1JEr7 NAME: PROJECT-NUMBER: .. r. 1, z, IC -r ' -. _ CESR__^• '�tv- .. 4 : - ^ pSr //a / /jj T TU CI _SGL y _ - Y 3 x %v �� >e./.0 .4A,E�L c • _ . <1[1C. /-"-ii. 1,^1,/.,.'-:9 -.,4 G-G.:..q./.:20 4.,--ij- . y . -- ,� J - -.. . 1 - 4 .. ._ .. - _ ..... S 77z --,4..--;:.--2.' : J r. 7 .... .1 _ - _ _ *"...N.7 7" 7, • 771 _'_ _% ` - . _ _ •• _ - 5 a ..C/� - -• ; “i � T:2/.vL�ti� iv�s`�:_""!I TG h�A/mac' T/7�r' i4:v c - - ' :' 1' 20 - w•.r-�` e� i9 ,vJ' /7 ,f?L=12 -"*.72. .....:, ,,S r/11 i.�c✓G" / ''/ -3/&"y 1 /'/ 7(747:j AS S/�a ctiti,'- - - -7.'-'10 /C) ' '-M;? -743 ..S" )i-e-.-1".?.. jai > 7- •-• - 7c :,- ; 2- /-/ /Ate-,,,,c. e_z_..._27— „9.7-4-0,724_ie..---- 2... . _ ., Z" . - 71 75 I X - / - - -- . - - -- • J - •- 4, , _ SUr�-., cm /—....� rc� G--aGG = fir? N.c=.lam \NAY�`- I\ `A�E IZEFA ERECTION INC. FF1 \ 14255 S.W. 72ND AVENUE 503-684-1158 __—_ . TIC;AAn. OREGON 97224 FAX 503-620-3279 Dec 19 03 '10: 04a Doug -,s Sutherland 503-64k6-2131 12/1:1/2003. 10 10 FAX 5032252777 KILCULLEN p' 4 m 003/004 D,, 16 0:9 37 : 37a Douglas Sutherland 503-646-2131 P- 5 C01/00i F-e22 P .=;, ,^, PROJECT NAPM: PROJECT-NUMBER: :7 la , jr -, J I •!:7,1 „4/<!--: •v,! •�Gor-i_ w G ' tit/,),� ,C 7r ;1 17. 1" "77-7:47 GA/,c: 7C) 7-. / 1, .C _ I � " _. 'Z�tiCE ST a i1Z ,EG7- /C--)•-• v/ck/ _ 4 3 Y 3 ' Y ,a v G c JA./...a s v-S.6 / ms /) 7 d /.v 5•—a c L . S'F+ T O Ti4�c BOG "LsS T- y , -G T 7 77 /O^v 5 . 7;4/ GG . /2p cJit/_i , /"/z7 - /V r=�= / ,,�_ o ,• ,- T/✓c= ,�A-/e-7 C U� .-,4 7- Tic ;in 3/8 ,.x /U .j. 14/4-..s c.j — 111 — /A./ `�G •�G LC//T-1 /0 ,•vimfa_ - 7, 7 c < • -r,ac 3-�.� - •3�8 x /Q7• • • 1I • .• - r o •n - - All. WAYS CAFE REFA ERECTION INC. 1 %255 W. 72ND AVEN''UE 503-684-1158 C)F;EGON 97224 FAX 503-620-3279 Dec 19 03 ' 10: 04a Doug,J-Ns Sutherland 503-/A46-2131 p. 5 12:'11.•2003 10 10 FAX 50322 2777 KILCutLEN X1004/004 Dpr '16 03 07: 37a Douglas Sutherland 503-646-2131 P- 2 7-57u a oa3ioo3 F-02 • r•'--- _,_."' ....j i 6 TREAD © ' — j N E.A: CT ' I .. (/::::::: }C°1-1(- --'-'7 .-----/-* l. �i / j I I , 2 cj,/,..1/1/ p•_ W1SX35 _ - _..r,_-�__.. G EF ^_ `• �e ,; 5 FIELD WELD STRING -. _ ;4 --I TO 5/1 6" PL SETNEE G— I 1 ,..41'• ,2 N�ii SD_ C'2X20.7 7-Ert° ,-A-7. 7--;-"N.-.,-------- ,,'i • .--� 1 g fTV: J • J _ ( iL-:7 i/Ip j I•c-^`x. /_:. S- - � ��Cr- 1_ • —��— 7aP c'DE C 2X 0.7 i �� i L. / l...............„.......„:>„„.i., /. 71...N.N., P UK �� )111111104444 N,,,,\_ .,; _ rr_ • A 5/S"c EXP. BCS.I '- r r.REACS ` 1 - ' - -9 FAR STAR { ' — 2 - \a�T i C 253 - 4 ' I 2 i LK - i wFK nL+�ER3 S:;E I 2: i c ! Lx i - 1 SEv,SZL ?E41•-Ic : .>_� I 9/12. • LK ..E�LSEL r.EA ANG. .C-ES 9/g/ Main Office "'"N Salem Office Bend Office P.O.Box 23814 J Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc• Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-09540 PFAX(503)589-13092 FAX(541O)330 91635 3 December 10, 2003 T0303481.CTI RECEIVED Permit No. BUP2003-00211 File No. M03-03 DEC 12 2003 FIELD INSPECTION REPORT SHIELSOBLETZJOHNSEN DATES COVERED: December 5, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: C. Griffith —COP#731, WABO#GRI72-9067, OBOA#414 12-05-03: As requested, CTI representative was on site for periodic welding inspection. Puddle welds and button punching inspected at stair#1 lands (2 places) and stair#1 landing (1 place). Deck found to conform to approved plans and welding found satisfactory. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— El 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ►1 U � 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, CARLSO TESTING IN . 0 tss Douglas . Leach Chief Executive Officer CG/Ids cc: City of Tigard do Shiels Obletz Johnsen — C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton ,.� Hoffman Construction Co (Job Site) — Dirk Koopman Dec 0a 03 08: 26a Dougl,4s Sutherland 503-6,, 6-2131 p. 1 �1 10850 S.W. 5th e "*y Beaverton, Oregon 97005 c ° �� (503) 627-0755 EtL FAD Fax 646-2131 04, . , "ohneigo° FAX COVER SHEET SEND TO REFA ERECTION Company name From DOUGLAS SUTHERLAND Attention MIKE Date 12-9-03 Office location Office location Fax number Phone number Fax Number 503-620-8331 503-627-0755 503-646-2131 7 Urgent _ Reply ASAP _ Please comment Please review Li For your information Total pages,including cover. 6 COMMENTS MI. , 'LEASE SEE ATACHED E • EERS COMMENTS ON STAIRS FOR TIGARD LIB' 'RY 04 ,_z), / 2 ./e":-._ /t_-_-, 1 — /-f-,f- ,44 ,,. .2._c.)(7--_) f1 /72/' - , ._. . .. ............. ..... Please call w .- . . • . . ` Thank You Douglas Sutherland DZ s� f �r -1/4. . .--- — - '7"-, r ,... ,,„ ,;.• lei 1 Dec OS 03 08: 27a Dougl, Sutherland 503-6,4-2131 (FAX)SE 02481 P. 0@1/00^ Kilcullen Engineering, LLC 226 NE 29th Avenue Phone: (503)493-2575 STRUCTURAL Portland, OR 97232 Fax: (503)235-2777 Fax To: Doug Sutherland From: Cory Kilcullen FAY: 503-646-2131 Pages: 2 Phone: 503-627-0755 Date: 12/9/2003 • r Tigard Stair CC: Tigard Library Stair Ti hard, Oregon As requested, a review ni the submitted request for information dated December 5, 2003 for Cie above noted project has taken place. Refer to the following Figure 1 for additional information_ Bayed on my calculations as contained in the previous supplemental and original submittal, revisioizs 1, 2 and 3 are acceptable at this time. These variations from the slIpplemental submittal are due to slight variation as discovered at the site. A re-view of items 4 and 5 has not been completed at this time. Following supplemental information (as-built sketch), a review of these items will be completed. If you have any questions, or wish to discuss the project,please do not hesitate to contact me. Sincerely, frt,ifog •• coN 6AY �� 199 Cory Kilcullen, F'E c°qrF KlteO>�� EXPIRATIOBI DATE: 0710211-L9 Dec OS 03 08: 27a Dougl,41\s Sutherland 503-66-2131 P. 3 3,1'...-2003 OEC- (TUE) 08:02 ' F-00:-.- (FAX)5E _02481 R 002/002 De,c 05 0:3 04. 48p Dmaglas Sutherland 503-646-2131 P. 2 T-450 P.CQ1/CC1 F-3n1 �-..„. /' ! , , - (SCJ /6.-7/'/ 3 44 4, x/07- 7-a 5C-4/Lr fff---- 1 : 3 a !PROJECT NAME: ^ - o - I PROJECT NUMBER: f I.7 1.1 lf. '' 111 - , •f, ,^ .. n` ', - .,A T y �q �� t. f I • . • • 7- ..._) r• ,, . . , ,,, .,, t ! - . • "r, ,-/n 26 7,/, 7 t ?; !!//"77„ I „' - �. :S_—.1-12...1'? '_- ne?' -.°`i _ I � 6 ®. .\\ • t .7":d,7�f� �\ ST2.�tiL,L 7., 75 7S .7 :n 7;',11 _ . , 2 :7 T+ JS : . •6 Z- 1 ,; _3 ;' 2p '" , 31 ' 7uc= ��.ST •GU,SSr.i AI 7" �:c vc.<- ,Z, yVFS sur 1 Td ' '��, -5 j i �'/- , ,oft"SS/34--6 � /.:-ice ..� ' „ 117• o •- , ' rjr- IA/•&-)a-,- /4!2 C ��.�� 7/ S !/.C=/2l/ ..,�e- C/tl � --,I 7%'`,-4-,S 7- ?f-/ - &//SS.LF-% . .. . . • - ,C ,s 1G -- ii ,-, - • - - . _ • , i(/ ir' :ST GvSs.c 7 tit/Q s [...E./.&- c) OA/ 434,7h/ S E.S� 11 ". ,(i �4 /�! .''/L t`v=-/. A S 1r-- .I2,7 /G' =cJ'� t / 7-a %hfe..- • ;E, / _ - /- G� °k`7' .4-k.).-, - _ - AI 7 e..:7.0 %- 2 g 7.0 7.->/,_-7 e5.r� J 1 , 1 , C '' 7i 75 zG 27 - V1./.�+S. GG?/�•-. / fr i T/</G /t/C]S!"C7 `�7,3'G-1 • Fc nt 11 1 - ___)•-"--. %�� 7.--G% 5 ,a-e-/,C,L•/ /37--../..n.arm- . . .-- - 1 C ;- ;" 1s ,: ,7 1/4 1 - f/ 'c,.Z .5 /Z/,vZ-7�.Z.- W/s's GvT ..—_•v0-C.,“—r -II /� 7- l/J.- V� : v�r.�`� ... ...Z.2)n...?..::, /4f�.�) / IA/6) G iT,r,/._' 7,7 e.... 4.,,/".7.e".; ` . .. . •r. 17 ,e 11 -. 71 77 /-/i /U u%/�,Z S%l2/ C/G7r2&,"- /'Nk 77 r.. 74 21, 77 1 `/ . _ . .. AIL WAYS SAFE FA ERECTION INC. (' p Tf i .a2S5 ;>_W. 72ND AVENUE 503-684-1 158 l`-c r ! W. FAX 503-62 0-3279 i -7IG•ARr>• OREGON 9722 G\'':.i1nG 11 Dec 09 03 08: 27a Dougl. Sutherland 503-6g-2131 p. 4 23 FAX 5r- 2:;,_ r KILCULLEN U ool/ou;, 1K Kilcullen Engineering, LLC 226 NE 29th Avenue Phone: (503) 493-2575 STRUCTURAL Portland, OR 97232 Fax: (503) 235-2777 Fax To: Doug Sutherland From: Cory Kilculten Fax: 503-646-2131 Pages: 3 Phone: 503-627-0755 Date: 12/3/2003 Re: Tigard Star CC: Ti;ard Library Stair Tic rd. Oregon A; requested, a rev'L-wv of the proposed revisions at stair S2 has taken place for the above nofcd project. l:' suramzry, due to the existing conditions at the stair, the stringer flanges require coping at the u,pner floor end. Also, due to the slab proximity, a web notch is required r order to bear at the beam below. Refer to Figure 1 of this package for additional irtoiimation and prtc:fications. Supporting calculations have also been included were u;granted. The beam notches and copings are to be ground smooth. Do not over-notch at re-ent-ant corners, use a YF" minimum notch radius. Refer to the approved shop drawings, calculation p ackage and construction documents for additional information and proximity. If you have any cuestic rs. or wish to discuss the project; please do not hesitate to contact me. Sincerely, PROFF /, 11/ 11919 • • IL Cory Kncu11en, PE FYPIFAT10N DATE 07`021 k Dec OS 03 08: 27a Dougl Sutherland 503-6 -2131 P. 5 r `?. 2^3" 1" 23 FAX 5n122 :�77 . KILCULLEN 002/003 fq/,L. Y1Zt\I, I 11 / ,4\e„ . k Li I 'Nthi,,l `)t( 1/3'1'1' - _ kal ; + ,L0t1 LANb?ik-ii r�� Lij ,1 �'i 2'1 ,7 • ice : ' '... , ,.._ 0,.,... OW. ...-. . ..-....... (\)15:RiF"\-* , ii ! v._ N18X35 ()?.)L:ti FIELD WELD STRINGER /16PL BETWEEN / TO 5 " W18 FLANGES . '� 1 7 7/ / / 2 N—� R SIDE C12X20.7 Tkv �,� 'roc�rrl , -T�;J2-E \J _ [_.______.______-.-_.______________i -� - - -)1).. 1 - car �b'i :-\ ` 618'5 -' �I • (:;. _ 1'\ - 1 ,_" - F S - --;>:.\ -- _ •_ r � I I ri- - • KILCC, C.LFN JOB: Tigard Library ENGINE,RING LLCSte: 3! I T � CLIENT: S & 'v1 1 Fab JOB NO.: 0�-2�, 1 STRUCTURAL DATE: August 2003 BY: CFK SHEET NO.: Z Dec 09 03. 08: 28a Dougs Sutherland 503- 6-2131 P- 6 12/;:'..../8003 in 23 FAX 5c:3235277 KILCULLEN ( f 003/003 J ''� ,: 1c { If. . . i 4---- ,z 7.. I, 1A)Ls- D° . 1f--1-- Kt; C.1 P c=1a DO.---? 17 j j A '3,�� i, b,, i)'�` I _ 5 ,4 li CLW.o AT' X , /6, . T? `51-R- O r CO 't J `;,n ,c .cIZ.. hA _ ____________ , /._ 3 x 1 \ ,.. - • J K t pc T. ci...)P NiC-7 (,T:., _) ", k — ( R.)0 A--. s-?)1 . 1,6,>5);) "7- (L;%'e.)°) . " 5/yiT)-- .� - .- :`5 K 5 (.._C Co.s5)( -, l = 13, 1:5.. ,' , c`t Main Office Salem Office Bend Office P.O.Box 23814 J Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc. Phone (50)668-3460 Phone (503) 3252 P��e(541)330-9155 FAX FAX (541)330-9163 December 2, 2003 10303481.CTI Permit No. BUP2003-00211 RECEIVED File No. M03-03 DEC - 4 2003 FIELD INSPECTION REPORT Si* ECS pgLE J DATES COVERED: November 26, 2003HN PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: C. Griffith—COP#731, WABO#GRI729067, OBOA#414, ICBO#1136566-85 11-26-03: As requested, CTI representative was on site for periodic welding inspection of brick ledger. 1. Original detail was 2/S7.2; reference also RFI #186. Grid lines N8-6.5, 8/A-E, and E/1-8, typical locations, all levels, including ledgers at doors. Welding of ledger angle to studs complete and welding found acceptable. 2. Continuous inspection of epoxy dowels at Comm. Bldg. high low roof ladder, detail per S&M Steel Fab drawing 03255M-27, Rev. 0. Epoxy used was Epcon A7, ICBO ER-5560, fill date 05-12-03 for batch #079170. Holes were drilled properly and cleaned. 6%" embedment achieved at top of CMU wall at grouted cells. 5/8 x 8" all-thread used. Dowels placed conform to details and ICBO for installation instructions. ***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 clearly 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 ® 0 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, CARL ON T :TING, IN Douglas W. Leach Chief Executive Officer CG/sab cc: City of Tigard c/o Shiels Obletz Johnsen — C Bahlman City of Tigard Building Dept—Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site)— Dirk Koopman Main Office Salem Office Bend Office P.O.Box 23814 J0 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Ince Phone(503)684-3460 FAX(503)684-0954 Phone(503)589-1252 Phone(541)330-9155 FAX(503)589 1309 FAX(541)330-9163 November 26, 2003 T0303481.CTI RECEIVED Permit No. BUP2003-00211 5 2003 File No. M03-03 DEC FIELD INSPECTION REPORT SHIELS OBLETZ JOHNSEN DATES COVERED: November 21, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: C. Griffith—COP#731, WABO#GRI729067, OBOA#414, ICBO#1136566-85 11-21-03: As requested, CTI representative was on site for continuous inspection of partial joint penetration weld at 3/8" plate per RFI # 150. 1. Fit-up found acceptable, filler metal used was E-7018 L. H. electrode, SMAW. Refa continuing to use current qualified welder. Welding complete and found acceptable. 2. Welding inspected at strap plates and tube steel kickers, (2) pieces. Reference RFI #133. ***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 clearly 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 TESTIN , INC. ZC-t Douglas W. Leach Chief Executive Officer CG/mld cc: City of Tigard do Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman Main Office ''Salem Office Bend Office P.O.Box 23814 ti i Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson. Testing, Inc• Phone(503)FAX(503)684 09540 Phone(503)589-1252 Phone(541)330-9155 FAX(503)589-1309 FAX(541)330-9163 r\ November 19, 2003 T0303481.CTI RECEIVED Permit No. BUP2003-00211 NOV 2 5 2003 File No. M03-03 FIELD INSPECTION REPORT SHIELSOBLETZJOHNSEN DATES COVERED: November 17, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: C. Griffith—COP#73 i, WABO#GRI729067, OBOA#414, iCBO#'i 36566-85 11-17-03: As requested, CTI representative was on site for periodic welding inspection. Welding inspected at air handling support angles at comm. building. Reference RFI # 153 for welding details. Welding complete and found acceptable. ***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 clearly 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 El 0 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. Respectfuiiy submitted, ARLSON TESTING, I i Pr t/ i) CHEF I . Ci.:f`I' v! . 3FFiCE R Douglas W. Leach Chief Executive Officer CG/mld cc: City of Tigard do Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman Main Office ^Salem Office Bend Office P.O.Box 23814 ', ,J Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc• Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 November 19, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 RECEIVED FIELD INSPECTION REPORT NW 21 2003 DATES COVERED: November 14, 2003 a %ELSOBL�ZJOHt�SEN PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: C. Cluff, Jr. 11-14-03: Rebar Locator As requested by Hoffman Construction, CTI representative was on site and performed a rebar location in the new library for the City of Tigard. This was done at the southwest corner of the building at an existing door opening in a concrete masonry unit wall. ***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 clearly 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, CARLS I TESTING, C. GHIIM ' `r,ci IV .O IC R Douglas W. Leach Chief Executive Officer CC/ck cc: City of Tigard c/o Shiels Obletz Johnsen — C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman 11-14-03 fr.doc Main Office ^Salem Office Bend Office P.O. Box 23814 4,,00 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc• Phone(503)FAX(503)684-09540 Phone (5 3)5891 3092 FAX(541 O)330-91635 November 12, 2003 10303481.CTI Permit No. BUP2003-00211 File No. M03-03 RECEIVED FIELD INSPECTION REPORT NOV 14 2003 DATES COVERED: October 27-29 and 31, 2003 SHIMS OBLETZ JOHNSEN PROJECT: City of Tigard—New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88, -84,WABO#GOU171964,ACI#982297 C. Griffith --COP#731, WABO#GRI729067, OBOA#414, ICBO#1136566-85 S. Smith-COP#544, OBOA#327,AWS#95050191, ICBO#1028058-85 10-27-03-R. Gouthro' Rebar/Concrete As requested, CTI representative was on site for rebar and concrete inspection in the following areas: 1. Slab-on-deck, 2nd floor, from grid lines A"-E/1-4.5 2. Trash enclosure and Generator Room on east side of building -footings 3. Retaining wall footings on west side of building Verified rebar for size, grade. placement, lap, and clearance in accordance with approved plans. Cast (2) sets of (4) cylinders on approximately (140) cubic yards of approved mix from Glacier Northwest concrete mix#1647. Concrete was placed by pump and manually screeded. To the best of this inspector's knowledge, all items above were in general compliance with approved plans. ***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 clearly 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 !R,) 0 conforming. 10-27-03-C Griffith Welding/Bolting 0,0,,04,,0,42 ,y.0/0//fes , ,e/M,/e,0 As requested, CTI representative was on site for periodic inspections. 1. Bolting at roof screen wall inspected at B-C.3/6-7.3. 7/8" A325 tension-control (galvanized) bolts installed and tensioned. 2. Bolting inspected at low roof, Comm. Bldg., XB-D2/X.1-X.2. 7/8" A325 tension-control bolts installed and tensioned. 3. Decking inspected at low roof, Comm. Bldg., XB-D2/X.1-X.2. Deck pins (puddle welds used where pin gun cannot access), button punching, headed studs, deformed bar anchors, and 4x3 angle (detail 14/S6.2) —welding found satisfactory. Deck conforms to approved plans. -'1 November 12, 2003 10303481.CTI Page 2 of 4 4. Decking inspected at high roof, Comm. Bldg., X.1-X.4/A.8-X.B —deck pins, button punching, and puddle welds. Deck conforms to approved plans. 5. Welding inspected at Comm. Bldg., high roof, typical OWJ to CMU wall connections, detail 4/S7.1, (14) places typical at X.1-X.4/A.8-X.B. Welding found satisfactory. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 conforming. 10-28-03-C Griffith ' Welding As requested, CTI representative was on site for periodic welding inspection of (14) ga. clips to bent plate. 1. Reference details 9 and 9A on PCI drawing 2.0, reference RFI's #142 and 109.1. Reference also Carlson Testing field report and KPFF field report of 10-23-03, Item 1. 2. PCI is now grinding off paint at bent plate starting at 8/C and will be ongoing as they continue around building. 3. Final welding inspection at rigid clips performed at roof at 2"d floor, typical locations, per drawing EF1.0. 5.8-8/A and 8/A-E. Several welds were repaired. Welding now conforms to AWS D1.3 for weld quality. `**CHECK ONE BOX ONLY*** YES NO I 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 clearly 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 ® 0 conforming. 10-29-03— R Gauthro Rebar/Concrete As requested, CTI representative was on site for rebar and concrete placement on roof Mechanical Room (main bldg.), Mechanical Room at Community Building, and retaining wall west of building. Verified rebar for size, grade, placement, and lap in accordance with approved plans. Cast (1) set of (4) cylinders on approximately (45) cubic yards of Glacier Northwest mix #443. Concrete was placed by pump and mechanically vibrated. November 12, 2003 T0303481.CTI Page 3 of 4 ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 conforming. 10-29-03-S. Smith: Epoxy/Steel As requested, CTI representative was on site for structural steel inspection, as well as an epoxy anchor installation inspection, and the following was noted. 1. Steel connection at XC, XD line (detail 8 on S6.2) conforms to approved drawing and AWS D1.1 Structural steel Code Standards. Note: structural engineer approved welds installed without continuous inspection (i.e., single-bevel groove welds). 2. Epoxy anchors installed (RFI 131) with Epcon A7 epoxy, fill date 05-12-03, serial no. 079231, along X.2 line at XC and X.4 and XC. Work conforms to ICBG requirements and ,-, good work practice. 3. Visual examination of button punch and puddle welds on canopy at X.5 and XB found satisfactory—work is to code standards. 4. Visual examination of plate, detail 8 on S6.2, disclosed work to conform to approved drawing and AWS D1.1 Structural Steel Code Standards. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® O I conforming. :✓.6d.:%/�i/.�/d'G�/.2//.�Y�SA'X�//�.":.�/�,.�l,.m"%/,s%r'%S%//O/1/a / 10-31-03—C. Griffith Welding/Epoxy //�,ie,�/�i/,674,w moo. As requested, CTI representative was on site for continuous and periodic inspection as required. 1. Epoxy dowels placed per RFI 131 at vestibule #107. Epoxy was Epcon A7, ICBO ER-5560, fill date 05-12-03, batch no. 079171. Holes were properly drilled and cleaned. 5/8" x 7" all- thread used with 5" embedment achieved. Dowels placed conform to ICBO for installation instructions. 2. Welding inspected at northwest corner of Comm. Bldg. roof per detail SK1/SVR#3 on KPFF field report #3 dated 10-23-03 and welding per RFI 133, tube steel kickers at Comm. Bldg. Welding found satisfactory. ''ter November 12, 2003 T0303481.CTI Page 4 of 4 3. Puddle welds inspected at entrance canopy. Welding found satisfactory. ***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 clearly 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 ® 0 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, RLSON TESTING, INC. DorangtfidaggtITIVE OFFICER Chief Executive Officer RG/CG/SS/sab cc: City of Tigard c/o Shiels Obletz Johnsen—C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman '"t Main Office '—Naiem Office Bend Office P.O.Box 23814 4. Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc• Phone(503)FAX(503)684 0954FAX 684-3460 Phone (503)50 9-1252 Phone(541)330-9155 (503)589-1309 FAX(541)330-9163 November 11, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 SHOP INSPECTION REPORT @ Graham Steel DATES COVERED: October 3 and 16, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: J. Svacek—COP#649, WABO#SVA520867, OBOA#341, ICB0#0881102-85 10-03-03: 1 As requested, CTI representative was present at the shop of Graham Steel (Kirkland, WA) and visually inspected shop welds, copes, and holes to pieces listed: Wide Flange: 126B 501B (2) 568A 578A 579A 580A 585B (3) 586A (3) 586B (3) 590A 601A 611A Tube Steel: 612A (4) 613A (4) 617A 618A 619A 602A 179A 801A Plate: 541A 541B 542A Welds appear complete and acceptable. Work is by certified welders. Conformance to WPS is verified. s 10-16-03: r As requested, CTI representative was present at the shop of Graham Steel and inspected shop welds to pieces listed: Tube Steel: 179A 795A 801A 805A Wide Flange: 621A (2) 748A 749A 750A 771A 772A 773A 774A 775A 776A 777A 778A 779A 780A 791A 794A (4) Plate Assembly: 804A (2) Angles: 824A (2) 825A (2) 826A 827A Also inspected pc mk#649. November 11, 2003 T0303481.CTI Page 2 of 2 Shop welds, holes, and copes appear complete and acceptable and conform to detail. Work is by certified welders 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, c\ CARLS fop TESTING, { t }a CI 'FF EXECLITIVE OFFICER Douglas W. Leach Chief Executive Officer JS/sab cc: City of Tigard do Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman Main Office Salem Office Bend Office P.O. Box 23814 4_ ..Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc• Phone(503)FAX(503)684-0954 FAX(503)5581 325Phone(503)581252 FAX Phone(5413330-9155 ( ) 0-9163 November 7, 2003 RECEIVED T0303481.CTI Permit No. BUP2003-00211 NOV 13 2003 File No. M03-03 81iIELS OBLETZ JOHNSEN FIELD INSPECTION REPORT DATES COVERED: November 4, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: C. Griffith—COP#731, WABO#GRI729067, OBOA#414, ICBO#1136566-85 11-04-03: As requested, CTI representative was on site for periodic welding inspection of rigid clips to bent plate. Reference details 9 and 9A on PCI drawing #2.0 and RFI #142. Paint was removed in the weld zones as noted on KPFF field report item 1 dated 10-23-03. Clips inspected at 2'd floor, E/8-1 and 1/E-A', typical locations, and roof, E/8-2 typical locations. Welding complete and found satisfactory. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 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 TE TING NC. Douglas W. Leach Chief Executive Officer CG/sab cc: City of Tigard do Shiels Obletz Johnsen— C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman Main Office ^Salem Office Bend Office P.O. Box 23814 J Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc• Phone(503)FAX(503)684-0954 FAX(503)589Phone(503) 1 3092 FAX(541)5411333 89155 ( ) 63 October 31, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: October 16, 17 and 21, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: C. Griffith —COP#731, WABO#GRI72-9067, OBOA#414 R. Gouthro —COP#771, ICB0#1041477-88, -84; ACI#982297 110-16-03: Welding (C. Griffith) ,, As requested, CTI representative was on site for continuous inspection of welding at partial joint penetration welds and the following was noted: 1. Reference RFI 062.1 for brace frame base plate fix at N2-3, and RFI 120 for frame at 1/B.5 (same fix as 062.1). Partial joint penetration welds at 2 plates, one side of base .-� plate, both locations. Fit-up found acceptable. Filler metal = .068" NR 232 FCAW-S. Welding completed at partial joint penetration welds and found acceptable. '/2" Fillet welds at%x 5 x 5 plate washers remains in process. 2. Reinspected missing studs at 2nd floor framing (as noted on 10-15-03 daily report). Studs were hand welded with E7018L.H. rod and found acceptable. 3. Button punching and deformed bar anchors (ref. Detail 3/S6.1) inspected. 2"d Floor framing A-E/1-8. Deformed bar anchors automatically end welded and found acceptable. Button punching per approved plans and refers also to RFI 105. 4. Deck pins at roof pour area, 7-6/each side of C placed per RFI 105. 5. Reference RFI #105, Hilti pins placed per RFI at 2nd floor framing, A-E/1-8. 10-17-03: Welding (C. Griffith) As requested, CTI representative was on site for on-going continuous inspection of '/2" multi- pass fillet welds and the following was noted: 3/" x 5 x 5 washers at brace frame base plate repair, reference RFI #'s 062.1 and 120, at 1/B.5 and N2-3. Root, fill and cover passes monitored, 8 places typical at each location. Refa continuing to use .068" NR232 FCAW-S filler metal. Current qualified welder. Welding completed at washers and found satisfactory. 5/16 fillets at Chevron braces (ref. Details 1 & 3 on S3.2) still need to be completed. 10-16,17,21-03 fr.doc Main Office ''1 Salem Office Bend Office P.O.Box 23814 ,0 Hudson Ave.,NE P.O. Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc. Phone (503)50)668 684-3460346Phone (503) 3252 Phone(541)330-9155 FAXFAX( ) FAX(541)330-9163 October 31, 2003 T0303481.CTI Page 2 of 2 i 10-21-03: Rebar/Concrete (R. Gouthro) As requested, CTI representative was on site for reinforcing and concrete inspections on 2nd floor slab-on-deck. Verified that reinforcing was in accordance with approved plans. Cast 2 sets of 4 cylinders on approximately 125 Yds3 of Glacier Northwest mix#1647 (approved mix). To the best of this CTI representative's knowledge, all items listed above were in general compliance to the approved plans. ***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 clearly 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 1 0 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, ARLSON TESTING, INC. 0 /5 A0 . - Cfil x- •v€ ` Pr i CG/RG/ck cc: City of Tigard do Shiels Obletz Johnsen —C Bahaman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman 10-16,17 21-03fr.doc Main Office Salem Office Bend Office P.O. Box 23814 .0 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc• Phone(503)FAX(503)668-346 FAX(503)5899--1309 3460 Phone(503) 2 Phone(541)330-9155 FAX(541)330-9163 October 31, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: October 23, 2003 PROJECT: City of Tigard— New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: M. Carter—COP#661, WABO#CAR626810, OBOA#148 i 10-23-03: Visual Weld / Qualification '1 As requested, CTI representative was on site to witness welding of sheet steel clips to painted supporting steel. Welder was Tim Kreig with PCI. The clip was tested in the vertical position with a lap fillet and flare bevel groove weld. The parameters were vertical down, 12-13 volts, 140-160 amps, DCEN, .045 NR 211-MP wire E71T- 11. Two welds of each type were tested. All the welds failed in the sheet steel. Sheet steel clips were 14 gauge. Testing was performed to address clips already welded through the paint on the north side 2nd and top floor before grid 6 to grid line 8 and on the east side 2nd and top floor between gridlines A and C. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— El 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 0 0 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, ARLSON TESTING, INC. 0 Clefirirgilit SM cICII MC/ck cc: City of Tigard c/o Shiels Obletz Johnsen—C Bahlman City of Tigard Building Dept—Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) —Dirk Koopman 10-23-03 fr doc Main Office ^Salem Office Bend Office P.O.Box 23814 4,-J 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 FAX(503)(503) Phone(541)330-9155 ( ) AX(541)330-9163 October 31, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: October 23, 2003 PROJECT: City of Tigard—New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: C. Griffith—COP#731, WABO#GRI72-9067, OBOA#414 _.._....____....... 110-23-03: Welding As requested, CTI representative was on site for periodic welding inspection with the following results: 1. Roof deck inspected (ref. RFI #105) 6-8/A-E. Pins and button punching conformed to RFI #105. Puddle welds used at lap locations where Hilti pin gun cannot access. Puddle welds found satisfactory. 2. Welding at Chevron braces inspected, details 1 & 3/S3.2 at A/2-3 & 1/B-C, ground to 2nd floor. Welding found satisfactory. 3. Welded connection inspected at 2nd floor and roof, details 4 & 7/S6.1 2nd floor, 6 places at perimeter with 5VVI type connection and 1 place at D/7 with 7VVI connection. Roof, A-E/1-8, 2-6W4 type connection, 27 places typical. Welding found acceptable. ***CHECK ONE BOX ONLY*" YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 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, IN is) 'ougla ,. . Leach qblit CG/ck cc: City of Tigard do Shiels Obletz Johnsen—C Bahaman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site)—Dirk Koopman 10-23-03 fr1-doc Main Office ''1Saiem Office Bend Office P.O.Box 23814 i Hudson Ave.,NE P.O.Box 7918 Carlson Testing Inc� Phone,50Or3)684-3460gon Salem,OR 97312 Bend,OR 97708 FAX(503)684-0954 FAX(503)589-13092 FAX(541)330Phone(541) 91635 October 29, 2003 RECEIVED T0303481.CTI Permit No. BUP2003-00211 NOS/ File No. M03-03 4 2003 FIELD INSPECTION REPORT SHIELSOftL TZJOHNSEN DATES COVERED: October 15, 2003 PROJECT: City of Tigard—New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICB0#1041477-88, -84,WABO#G0U171964,ACI#982297 10-15-03: Masons As requested, CTI representative was on site for grout placement and rebar inspection on 8" CMU wall listed below. Verified rebar for size, grade, placement, and lap in accordance with approved plans. Observed placement of 19 Yds3 of Morse Brothers 8-sack grout by pump and mechanically vibrated. Wall location Heights A.8/X.1-X.4 12'8"- 16'8" E.1/X.1.5-X.2 12' —top of wall X.4/X.A-X.0 topped out 4' lift X.1/X.A-X.0 topped out 4' lift ***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 clearly 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 ® 0 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. PRE "'OfT r Douglas W. Leach Chief Executive Officer RG/ck cc: City of Tigard do Shiels Obletz Johnsen—C Bahaman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership—Bruce Barton Hoffman Construction Co (Job Site)— Dirk Koopman 10-15-03fr.doc Carlson Testin �' t g I n C• tstruction Inspection&Relaed Tests Geotechnical Consulting Main Office Salem Office P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE•Salem,OR 97301 P.O. Box Bend Office 791 •Bend,OR 97708 )ne(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-91855•FAX(541)330-91 63 REPORT OF 6X12 CONCRETE TEST SPECIMENS ASTM Lab Location: HOARD Test Methods: Date Molded: 10/29 ' 20 03 Job No. T0303481 Permit No: BUP2003--070211 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD ContractorHOFFMAN CONSTRUCTION CO ( JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 65 Load C Ticket#: 426451 Weather: OVERCAST/LOT SHOWERS Air Temp.at Sampling Time: 54 Test Time: 7 : 15 Cylinders were cast for the following location: MECHINCAL ROOM AT ROOF OF MAIN BUILDING Total Concrete Placement Location: SAMF AS ABOVF AND ALSO MECHINCAL ROOM OF COMMUNITY BUILDING SND WEST SIDES RETAINING WALL . Cubic Yards: Max ACK1 : Strength Req'd 3OOO -PSI @25 Days- Conc. Temp. 69 -%Air:N/T - Slump:. 1 l4 Cement Type: I Mix Number44- Admix/Amount: Set Test @ Register Date Date Total No. Days Number Reed Test Load Area Unit Corrected Tested PSI PSI By I 7 5944 10/30 11/05 116860 28 .24 4140 SM I 28 5944 10/30 11/26 171660 28 .23 6080 WR I 28 5944 10/30 11/26 171910 28 .23 6090 WR 28 5944 10/30 11/26 183850 28 .23 6510 WR "Nks: cc : CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO KPFF JOHN MAYER / OB SITE SRG PARTNERSHIP -- BRUCE BARTON rst by: R , GOUTHRO Proj Mngr : D . LEACH /' Reviewed by: 15 m r report pertains to the material testedfinspected only. Information contained herein is not to be reproduced,except in full,without prior authorize'• 'dm this office. • instruction Inspection &Related Testsar1SOri Testing, Inc Geotechnical Consulting Main Office Salem Office Bend Office P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O. Box 7918•Bend,OR 97708 `hone(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF 6X12 CONCRETE TEST SPECIMENS Lab Location: TIGARD Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 10/29 20 03 Job No. T0303481 BUP200 h O Permit No: Client: CITY OF TIGARD 0/0 SHIELS OBLETZ JOHNSEN — C BAHLMAN NOV 7 2003 Project: CITY OF TIGARD — NEW LIBRARY PROJECT �IIEt•SUBLETZJOHN Address: 13500 SW HALL BLVD TIGARD OR TIGARD Jurisdiction: Contractor!-1OCONSTRUCTION CO ( JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST 65 426451 Truck#: Load#2 Ticket#: OV Weather: ERCAST/LGT SHOWERS Air Temp. at Sampling Time: 5 t Test Time: : 15 Cylinders were cast for the following location: MECHINCAL ROOM AT ROOF OF MAIN BUILDING Total Concrete Placement Location: SAME AS ABOVE AND ALSO MECHINCAL ROOM OF COMMUNITY BUILDING AND WEST SIDES REIAININta WALL . cubic Yard- Max Agg : Strength Req'd 3000 -PSI @ 28 Days - Conc. Temp. 69 %Air: N/T - Slump:5 1/ ' 4 - Cement Type: I Mix Number:443 Admix/Amount: Set Test @ Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By I 7 5944 10/30 11/05 116860 28 .24 4140 SM I 28 5944 10/30 11/26 I 28 5944 10/30 11/26 HOLD 5944 10/30 -ks cc : CITY OF TIGARD BUILDING DEPT — HAP WAT HOFFMAN CONSTRUCTION CO /J11B SITE KPFF JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Proj Mngr : D . LEACH / /7 ;ast by: R . GOUTHRO Reviewed by: Jim Hietpas 'A( lur report pertains to the material tested/inspected only.Information contained herein is not to be reproduced,except in full,without prior auth• -tir'Trom this office. • Testing, ConstructionCarISOn Inc. Geotechnical Consult Main Office Salem Office P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 Bend Office Phone(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-918•558 N FAX(541)330-9 if REPORT OF 6X:12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Lab Location TIGARD Date Molded: 10/27 , 20 03 Job No. T0303481 Permit No: BUP2003-00211 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN — C BAHLMAN Project: CITY OF TIGARD -w NEW LIBRARY PROJECT Address: 13500 SW HAI I 81 VD TIGARD OR Jurisdiction: TIGARD ContractorHoFFMAp, CONSTRt JCT TON CO ( JOR S Sub Contractor: Concrete Supplier: GI ACTFR NORTHWFST Truck#: 1 21 Load#9 Ticket#: 513098 Weather: CI FAR Air Temp. at Sampling Time: 66 Test Time: 8 : .50 Cylinders were cast for the following location: 2ND FI flop SI AR oN DOCK RFTLJFFN GRIDS A "—F/1 —4 5 Total Concrete Placement Location: AROVF AND FOOTTNO FOR TRASH FND AND MOCH ROOM Al SO FOO TING FROM MOST REBAR WITH . Cubic Yards : Max Aaa: Strength Req'd 2000 -PSI ®25 Days- Conc.Temp. 74 - %Air:N/T - Slump:6 1 /9 - Cement Type: Mix Number.i A4.7 -Admix/Amount: Set Test @ Register Date Date Total No. Days Number Recd Test Load Area Unit Corrected Tested PSI PSI By II 7 5891 10/28 11/03 120440 28 .25 4260 HR II 28 5891 10/28 11/24 158220 28 .23 5600 SM II 28 5891 10/28 11/24 147360 28 .23 5220 SM 28 5891 10/28 11/24 150220 28 .23 5320 SM 'Themarks: cc: CITY OF TIGARD BUILDING DEPT — HAP WAT HOFFMAN CONSTRUCTION CO J/48 KPFF -- JOHN MAYER / SRG PARTNERSHIP -- BRUCE BARTON Cast by: Proj Mnar : D . LEACH P - COUTHRO Reviewed by: _ Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authori :"9'from this office. C • arlson Testing, Inc. nstruction Inspection&Related Tests Geotechnical Consulting Main Office Salem Office Bend Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O.Box 7918•Bend,OR 97708 gone(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF 6X12 CONCRETE TEST SPECIMENS Lab Location: TIGARD Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 10/27 , 20 03 Job No. T0303481 BUP2003-00211 Permit No: Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN Project: CITY OF TIGARD NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR TIGARD Jurisdiction: Contractor:HOFFMAN CONSTRUCTION CO ( JOB 5 Sub Contractor. Concrete Supplier: 121 GLACIER NORTHWEST 9 513098 Truck#: Load# Ticket#: Weather: CLEAR 8:50 Air Temp. at Sampling Time: 66 Test Time: Cylinders were cast for the following location: 2ND FLOOR SLAB ON DOCK BETWEEN GRIDS A"-E/1-4 .5 Total Concrete Placement Location: SAME AS ABOVE AND FOOTING FOR TRASH END AND MOCH ROOM ALSON FOO TING FROM MOST REi3AR WI I H . r Cubic Ydr cls- Max Agg: Strength Req'd 3000 -PSI © 28 Days- Conc.Temp. 74-%Air: N/T - Slum 6 1/2 I-II p - Cement Type: Mix Number: 1647 Admix/Amount: Set Test © Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By II 7 5891 10/28 11/0 120440 28 .25 4260 WR II 28 5891 10/28 11/24 II 28 5891 10/28 11/24 HOLD 5891 10/28 ,�'ks cc : CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO JOB SITI KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Proj Mngr : D . LEACH ast by: R . GOUTHRO Reviewed by: Jim Hietpas „i ur report pertains to the material testedlinspected only. Information contained herein is not to be reproduced,except in full,without prior authori - ion r,m this office. Carlson Testin Inc• tstruction Inspection &Related Tests g, Geotechnical Consulting Main Office Salem Office Bend Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O. Box 7918•Bend,OR 97708 ane(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF 6X12 CONCRETE TEST SPECIMENS Lab Location: TIGARD Test Methods: ASTM C172/C1231/C39/C31/C1064/C14 , Date Molded: 10/27 , 20 03 Job No. T0303481 Permit No: BUP2003--00211 Client: CITY OF TIGARD 0/0 SHIELS OBLETZ JOHNSEN C BAHLMAN Project: C f TY OF TIGARD — NEW LIBRARY PROJECT Address: 13500 SW HAt t Rt VD TIGARD OR Jurisdiction: TIGARD ContractorHOFFMAN CONSTRUCTION CO ( JOB S Sub Contractor: Concrete Supplier: Gl AC TER NORTHWEST Truck#: 148 Load#2 Ticket#: 513082 Weather: COOL. & CLEAR Air Temp. at Sampling Time: 55 Test Time: 7 = 45 Cylinders were cast for the following location: 2ND FLOOR SLAB--ON—DOCK AT GRIDS 1-4 5/A "~-E Total Concrete Placement Location: SAME AS ABOVE AND MOLHICAL ROOM FOOTING AND RETAINING WALL FOOTING . Cubic Yards : Max Aqq: Strength Req'd 3000 -PSI @?R Days- Conc.Temp. 72 - %Air: N/T - Slump:7 - Cement Type: I—II Mix Number:t A4.7 Admix/Amount: Set Test @ Register Date Date Total Area Unit Corrected Tested No. Days Number Rec'd Test Load PSI PSI By I 7 5890 10/28 11/03 126760 28 .25 4490 WR I 28 5890 10/28 11/24 150900 28 .23 5350 SM I 28 5890 10/28 11/24 163440 28 .23 5790 SM 28 5890 10/28 11/24 161740 28 .23 5730 SM ?� ks: cc: CITY OF TIGARD BUILDING DEPT -- HAP WAT ` HOFFMAN CONSTRUCTION CO JOB SITE KPFF JOHN MAYER SRG PARTNERSHIP BRUCE BARTON ;astby: R y GOUTHROProj Mngr : D. LEACH / Reviewed by: ur report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authoriz. .'from this office. Carl S O n Testing, Jnstruction Inspection &Related Tests Inc. Geotechnical Consulting Main Office Salem Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 Bend Bend, • O hone(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(554 )330-9155•FAX(541)330-9163 REPORT OF 6X12 CONCRETE TEST SPECIMENS Lab Location: TIGARD Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 10/27 , 20 03 Job No. T0303481 BUP2003-00211 Permit No: Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR TIGARD Jurisdiction: Contractor:HOFFMAN CONSTRUCTION CO ( JOB S Sub Contractor. Concrete Supplier: GLACIER NORTHWEST Truck#: 148 Load#2 Ticket#: 513082 Weather: COOL & CLEAR 55 7:45 Air Temp. at Sampling Time: Test Time: Cylinders were cast for the following location: 2ND FLOOR SLAB—ON—DOCK AT GRIDS 1-4 .5/A"—E Total Concrete Placement Location: SAME AS ABOVE AND MOLHICAL ROOM FOOTING AND RETAINING WALL FOOTING . Cubic Yards: Max Agg : Strength Req'd 3000 _PSI @ 28 Days- Conc.Temp. 72- %Air: N/T - Slump: 7I—I I - Cement Type: Mix Number: 1647 -Admix/Amount: Set Test @ Register Date Date Total Na Days Number Recd Test Load Area Unit Corrected Tested PSI PSI By I 7 5890 10/28 11/03 126760 28 .25 4490 WR I 28 5890 10/28 11/24 I 28 5890 10/28 11/24 HOLO 5890 10/28 cc: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION Cl/( JOB SITZ KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Proj Mngr : D . LEACH ast by: R . GOUTHRO Reviewed by: Jim Hietpas 4 ur report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authori atio rom this office. Main Office ..'%\Saiem Office Bend Office P.O.Box 23814 4.,.,J Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc. Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 s� October 24, 2003 10303481.CTI Permit No. BUP2003-00211 File No. M03-03 SHOP INSPECTION REPORT @ S&M Steel DATES COVERED: October 16, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: M. Antley—COP#767, AWS#93100711, ICBG#5039977-85 10-16-03: As requested, CTI representative was present at the shop of S&M Steel for periodic inspection of completed columns. The following items were completed: 1A (2) 1B (2) 21C 21D Canopy steel weldments were checked for size, length, profile, and location. To the best of this inspector's knowledge, work inspected is in conformance with design plans, details, and applicable AWS D1.1 (static) code. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 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, IN . . / '1 ) , . r K Y . d. ..‘'N _ Q, S""t t£Ldail`h'E FF!C :1 Chief Executive Officer MA/sab ''t cc: City of Tigard c/o Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman Main Office ^Salem Office Bend Office P.O.Box 23814 a_ J Hudson Ave.,NE P.O. Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc. Phone(503)FAX(503)668 684-346046Phone(503)FAX(503)589-1309 55 589-1252 Phone 413330-9155 ( )330-9163 October 24, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: October 15 and 17, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: C. Griffith—COP#731, WABO#GRI729067, OBOA#414, ICBO#1136566-85 K. Parkin—COP#725, WABO#PAR860560, OBOA#420, ICB0#1061212 t 10-15-03-C. Griffith: Welding As requested, CTI representative was on site for periodic welding inspection. 1. Headed shear studs at 2nd floor decking inspected at A-E/1-8. Count and placement conform to plans with the exception of (16) studs found missing. Areas were marked on deck with orange paint. Refa notified and will correct. Deck pinning, deformed bar anchors, and button punching still in process at 2nd floor deck. 2. Roof deck pour area inspected. At 6-7 at both sides of C, deformed bar anchors, button punching, and shear studs found to conform to approved plans. This area still requires deck pinning. 10-17-03-- K. Parkin: Masonry As requested, CTI representative was on site and inspected rebar in 8" CMU walls at grids A8/X1-X4 and X4/A8 to 20' south from 16'8" to 21'3". Rebar size, grade, laps, and placement conform to project plans. Observed contractor place, by pump, approximately (614) cubic yards of Morse Bros. mix #8K3GA000 grout into above walls. Grout was consolidated by mechanical vibration. One set of(3) grouted prisms was cast. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 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. 4 October 24, 2003 T0303481.CTI Page 2 of 2 If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, RLSON TESTING, INC:` i) ,.f. DoPV1c'tiTI 'E OFFICER Chief Executive Officer CG/KP/sab cc: City of Tigard do Shiels Obletz Johnsen — C Bahlman City of Tigard Building Dept—Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman Main Office '"Kalem Office Bend Office P.O. Box 23814 a_ J Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc. Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 October 22, 2003 OCT 2 8 273 T0303481.CTI Permit No. BUP2003-00211 S'11E. File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: October 13, 2003 PROJECT: City of Tigard—New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88,-84,WABO#G0U171964,ACI#982297 10-13-03: As requested, CTI representative arrived on site for masonry inspection on 8" CMU wall locations on grids X.1-X.4/XB from 16' —top of wall, A.8/X.1-X.4 from 4'-12' with cleanouts, X.C/X.2- X.4 from 8'-12'. Verified rebar for size, grade, placement, and lap in accordance to approved plans. Morse Brothers Concrete supplied 8-sack grout, mix #141248KG3R000. Grout was pumped into wall and mechanically vibrated. Total of 10 yards placed in above referenced walls. No samples will have prism on next pour. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 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 • bmitted, CARLSO TESTING, INC. Do -f as W. Leach C -f xecutive Officer /'G/m hx cc: City of Tigard do Shiels Obletz Johnsen—C Bahlman City of Tigard Building Dept—Hap Watkins KPFF—John Mayer SRG Partnership—Bruce Barton Hoffman Construction Co (Job Site)—Dirk Koopman Carlson Testin Inc, �struction Inspection &Related Tests � Geotechnical Consulting Main Office Salem Office Bend Office P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O.Box 7918•Bend,OR 97708 'gone(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Lab Location: TIGARD Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 10/21 , 20 03 Job No. T0303481 Permit No: BUP2003-00211 Client: CITY OF TIGARD C/O SHIERS OBLETZ JOHNS N — C BAHLMAN Project: CITY OF TIGARD — NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD ContractorHOFFMAN CONSTRUCTION CO ( JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 247 Load#8 Ticket#: 49426n Weather: SUNNY Air Temp. at Sampling Time: 72 Test Time: 09 :0.S Cylinders were cast for the following location: Total Concrete Placement Location: 2Nn Ft 00P S n n FROM (;RIDS 4 5-8 / A-F Cubic Yards : Max Agg: Strength Req'd 4000 -PSI @28 Days- Conc. Temp. 78 - %Air:N/T - SlumP:7° Cement Type: Mix Number:1 6,47 Admix/Amount: Set Test CO Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By II 7 5672 10/22 10/28 111960 28 .20 3970 RLL 28 5672 10/22 11/18 131440 28 .22 4660 SNM 28 5672 10/22 11/18 126200 28 .22 4470 SNM 28 5672 10/22 11/18 129180 28 .22 4580 SNM ks: cc : CITY OF TIGARD BUILDING DEPT — HAP WAT HOFFMAN CONSTRUCTION C0/ .06 SITE KPFF -• JOHN MAYER SRG PARTNERSHIP -- BRUCE BARTON ast b : Proj Mngr : D . LEACH y R'. GOUTHRO Reviewed by: • ur report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,withoutrior authoriz-Pom this office. carl son Testing, Inc.~ Jmboction--�-- ~ ^ &Related' Tests Geotechnical Consulting Main Office ' ' Salem Office P.O. Box 23814 ' Bend Office ' . 4060*udoon�vo, NE """None(503)sa4�4s�^pAX Oregon --- ^ou�m'uny'u»� �O� Box7V1D~B*nd OR 97708 `� (503)684-0954 ��(��1�^�<��1� ��3�1�.FAX— (541)330-9163 REPORT OF 6 X 12 CONCRETE TEGTSPBC|KdEN8 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date 10/21 03 Molded: . 2O Job No. T030:3481 Permit No: BUP2003-00211 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD Contractor:HOF FMAN CONSTRUCTION CO (JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 247 Load#0 Ticket#: 494363 Weather: SUNNY Air Temp. at Sampling Time: 72 Test Time: 09 05 Cylinders were casfor the following location: Total Concrete PlacemenLocation: 2ND FLOOR S.O.D. FROM GRIDS 4.5-8 / A-E Cubic Yards: Max Agg: Strength Req'd 4000 -PSI @ 28 Days- Conc.Temp. T8'°/0 Air: N/T ' Slump:7" - CemenType: I MixNumbecl647 -Admix/Amount: Set Test @ Register Date Date Total Area Unit Corrected Tested=". Days Number Rec'd TestLoad PSI By II 7 5672 10/22 10/28 111960 28.20 3970 RLL 28 5672 10/22 11/18 28 5672 10/22 11/18 HOLE 5672 10/22 cc: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION C1/ (JOB "0 SIT[ KPFF - JOHN MAYER ''~~^ SRG PARTNERSHIP - BRUCE BARTON Proj Mngr: DLEACH a�by: R' (�0 |THRO Reviewed by: ' ^ ~D. - �= / urreport pertains mthe material tested/inspected only.Information cOntained herein is not to be reproduced,except in full,without prior authoriz. from this office. ark son Testing, In • Cons .;tion Geotechnical Consulting Main Office Salem Office Bend Office P.O. ox 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE•Salem,OR 97301 P.O. Box 7918•Bend,OR 97708 on )684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 ORT OF 6 X 12 CONCRETE TEST SPECIMENS Lab Location: TIGARD Methods: ASTM C172/C1231/C39/C31/C1064/C143 Molded: 10/21 , 20 03 Job No. T0303481 Permit No: BUP2003-00211 t: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN — C BAHLMAN ct: CITY OF TIGARD NEW LIBRARY PROJECT :ss: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD actorHOFFMAN CONSTRUCTION CO ( JOB S Sub Contractor: rete Supplier: GLACIER NORTHWEST Truck#: 222 Load#3 Ticket#: 494349 ler: SUNNY Air Temp. at Sampling Time: 69 Test Time: 07: 55 Pers were cast for the following location: 2ND FLOOR S .0 .D . AT 8/E concrete Placement Location: 2ND FLOOR S .0 .D . FROM GRIDS 4 .5-8 / A—E Cubic Yards: Max Aggi: Ith Req'd 4000 -PSI @28 Days- Conc. Temp. 74 -%Air:N/T -Slump:5 .75" - Cement Type: I imbed 647 -Admix/Amount: 9t Test @ Register Date Date Total Unit Corrected Tested ). Days Number Rec'd Test Load Area PSI PSI By 7 5673 10/22 10/28 122930 28.20 4360 RLL 28 5673 10/22 11/18 138760 28 .22 4920 SNM 28 5673 10/22 11/18 139160 28 .22 4930 SNM 28 5673 10/22 11/18 141820 28 .22 5030 SNM cc: CITY OF TIGARD BUILDING DEPT HAP WAT HOFFMAN CONSTRUCTION CO ( JOB SITE KPFF — JOHN MAYER SRG PARTNERSHIP BRUCE BARTON Proj Mngr : D . LEACH 1 R (OUTHRO Reviewed by: u . - - _ 4 rt pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior auth. from this office. Inc. lstruction Inspection et Related Tests Carlson Te s t i n a Geotechnical Consulting Main Office Salem Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE• Bend Office Salem,OR 97301 P.O.Box 7918•Bend,OR 97708 'ane(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF ti, X 12 CONCRETE TEST SPECIMENS Test Methods: ASTM C:17=/C 1' 1/C::=.=;,/,__.1/C 1 06. ,rC 14 3 Date Molded: 10/2:1 , 20 03 Job No. T0303481 Permit No: BUF'200 3-O02 1 Client: CITY OF. TIGARD C/O SHIELS OE:LET7 JOHNSEN - C BAHI.-MAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address 13500 SW HALL BLVD TIGARD i 1R Jurisdiction: TIGARD Contractor:HOFFMAN CONSTRUCTION CO (JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 222 Load#3 Ticket#: 494349 Weather SUNNY Air Temp. at Sampling Time: 69 Test Time: 07:55 Cylinders were cast for the following location: zNr, FLOOR S,0.D, Al- /E Total Concrete Placement Location: 2ND FLOOR S 4 C i,D. FROM GRIDS 4.5-1= / A-E Cub i c Yards: Max Aima: Strength Req'd 4000 -PSI @ 28 Days- Conc.Temp. 74- %Air: N/T - Slump:5.7E;" -Cement Type: I Aix Number: 1 647 -Admix/Amount: Set Test © Register Date Date Total Unit Corrected Tested No. Days Number Reed Test Load Area PSI PSI By I 7 5673 10/22 10/28 1229:30 2R.20 4:3A0 RLL 28 5673 10/22 .11/18 28 5673 10/22 11/18 HOLD , 56,7_, 10/27 3'""\S: Ca: CITY OF TIGARD BUILDING DEPT - HAF' WAT HOFFMAN CONSTRUC:TION Cy (JOB SITE KF'FF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON est by: R e Pro. 'j Mr ji. D. LEACH GOUT y Reviewed by: • r report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior auth• /*• from this office. r Main Office Salem Office Bend Office P.O. Box 23814 4. .Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc. Phone FAX(5503668 684-346046Phone(503)589-1252 Phone(541)330-9155 FAX(503)589-1309 FAX(541)330-9163 October 20, 2003 10303481.CTI RECEIVED Permit No. BUP2003-00211 File No. M03-03 OCT 2 2 2003 FIELD INSPECTION REPORT S MELS OaLiri NSEN DATES COVERED: October 2, 7, and 9, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88, -84,WABO#GOU171964,ACI#982297 10-02-03: As requested, CTI representative was on site for masonry rebar and grouting on 8" CMU walls. Verified rebar for size, grade, placement, lap, and clean grout space in accordance with plans and codes. Cast (1) set of prisms (grouted) on 8-sack, no air, no fly, 3/8" grout from Morse Bros. mix#141248KG3R000. The following grid lines are areas of grouting: • E.1/X.2-X.1 and A.8/X.1-X.4 from 0' to 4' • Interior walls along X.B/X.1-X.2, X.2/X.0-XE.5, X.4/X.0-X.A from 8' to 16' from slab-on- grade • 10-07-03:_ • ,-.45,10//, , I As requested, CTI representative was on site for rebar and masonry grouting inspection on 8" CMU wall at the following grid lines: • X.1/X.A-X.L, X.B/X.1-X.4, X.2/D.2-X.B from heights of 8' to 12' Morse Bros. grout mix 141248RG3R000, 8-sack, no air/no fly, 3/8 grout was used. Verified rebar and embeds in accordance with approved plans. Approximately (10) cubic yards of grout were placed by pump and mechanically vibrated. 10-09-03: As requested, CTI representative was on site for masonry inspection on 8" CMU walls located at grid lines D.2-E.1/X.2 to top of wall and wall lines X-4, X-1/X.B to 16' in height. Verified rebar for size, grade, placement, and lap in conformance with approved plans. Approximately (10) cubic yards of Morse Bros. 8-sack grout mix #141248KG32000 were placed by pump and mechanically vibrated. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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. October 20, 2003 T0303481.CTI Page 2 of 2 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. Respect; fly submitted, CARL:'•N TESTING, INC. ►,'•uglas W. Leach hief Executive Officer RG/sab cc: City of Tigard c/o Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site)— Dirk Koopman Main Office 'alem Office Bend Office P.O.Box 23814 4..-J Hudson Ave.,NE P.O. Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc. Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589 1309 FAX(541)330-9163 October 20, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: October 13, 2003 PROJECT: City of Tigard— New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: K. Gauvin —COP#671 ICBG#1028581-85 OBOA#183 WABO#GAU-75-7203 10-13-03: As requested, CTI representative was on site and performed structural steel inspection. Welds on brace frame pipe to gusset, gusset to knife plate and gusset to beam at the following locations, conform to AWS D1.1 and approved plans. 2nd level 5-6/E 2nd level 2-3/E Foundation 2.5/E 2nd to roof 5-6/E, 8/B-C, 6/B-C and 5-6/A Low to high roof 5/B & C and 3/B & C 2nd to roof 2-3/A, 1/B-C and 2-3/E 2nd level 3/8" fillets only at 1/B-C &2-3/A A325 bolts at 2nd and roof level have been fully tensioned at 1-8/A"-E. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— El 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 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. Respe'tfully submitted, CAR ON TESTING, INC. •'*(glas W. Leach ief Executive Officer G/mhx cc: City of Tigard c/o Shiels Obletz Johnsen—C Bahlman Main Office Salem Office Bend Office P.O.Box 23814 4„J Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc• Phone FAX(5033684 09540 Phone(503)589-1252 Phone(541)330-9155 FAX(503)589-1309 FAX(541)330-9163 r ECEWED October 17, 2003 T0303481.CTI OCT 2 1 2003 Permit No. BUP2003-00211 File No. M03-03 SHIES L JOHNSEN FIELD INSPECTION REPORT DATES COVERED: October 7, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: K. Gauvin — COP#671, WABO#GAU757203, OBOA#183 10-07-03: As requested, CTI representative was on site and the following was noted. Welds on pipe brace frame connection (including 3/8" fillets at 2nd level and knife pit) at foundation to roof level grid 5-6/A & 6/B-C and foundation elevation grid 5.5/E conform to AWS and details 1- 4/S3.2. Note: Continuous inspection was performed during 3/8" fillets. ***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 clearly 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 ® 0 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. 1 Douglas W. Leach Chief Executive Officer KG/Ids cc: City of Tigard c/o Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer .-� SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) —Dirk Koopman ,... RECEIVED Carlson Testing, NOV 19 2003 .C� truction Inspection &Related Tests Inc. Geotechnical Consulting 5111tLb vDLITZ J01 IIJ3EN Tigard Office Phone(503)684-3460 asonry Prism Compressive Strength Report, UBC 21-17 PO Box 23814 Fax(503)684-0954 For Prisms during construction. Tinard.OR 97281 Date Molded: 10/17/03 Job Number:T0303481 Permit Number:BUP2003-00211 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN-C BAHLMAN Project: CITY OF TIGARD-NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Contractor:HOFFMAN CONSTRUCTION CO(JOB SI1'E)- Subcontractor: BROMLEY MASONRY DIRK KOOPMAN Concrete Supplier:MORSE BROTHERS INC Truck No.2189 Ticket No. 884321 Cast By:K.PARKIN Cu Yds.6 1/4 Load No. 1 Weather:PARTLY CLOUDY Temp High: 65 Temp Low: 75 Location of Placement: A/8X1-X4 AND X4/A8 TO 20' SOUTH 16'8"TO 21'3" Grout Strength Requirement:2000 psi @ 28 days Test Time: 12:25 Concrete Temp: Prism Strength Requirement:2000 fm,@ 28 days Slump: 9 Grout Type:COARSE I Grout Mix ID: 8K3GA000 Type of Mortar: S Masonry Unit Type: Register Number 5623 Prism Test @ Date Width Height Length Net Area Max Load Net Compr. hp/tp hp/tp Correct. No. Days Tested (in.) (in.) (in.) (in) (lb.) Strength Ratio CF Net Str. (Psi) (Psi) 1 28 11/14/03 7.65 16.10 9.56 73.13 293280 4010 2.10 1.008 4040 2 28 11/04/03 7.65 16.13 9.54 72.98 297770 4080 2.10 1.008 4110 3 28 11/04/03 7.66 15.98 9.55 73.15 301430 4120 2.08 1.006 4140 Compressive Strength of Masonry: fmt (average for a set of three prisms,or 1.25 x least individual value,whichever is less) psi Specimen Diagrams -37-12--4— A A Prism: 1 Prism:2 Prism:3 Remarks: j cc: CITY OF TIGARD BUILDING DEPT-HAP WATKINS KPFF-JOHN MAYER SRG PARTNERSHIP-BRUCE BARTON r`, HOFFMAN CONSTRUCTION CO(JOB SITE)-DIRK KOOPMAN Reviewed By: Al' Jim •• r Laborat• Manager Our report pertains to the material tested/inspected only. Information contained herein is not to be li •roduced,except in full,without prior authorization from this office. I Main Office ^ Salem Office Bend Office • P.O. Box 23814 J0 Hudson Ave.,NE P.O. Box 7918 Carlson Te s tin Inc Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 O�, Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 b FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 October 15, 2003 10303481.CTI Permit No. BUP2003-00211 File No. M03-03 SHOP INSPECTION REPORT @ Graham Steel DATES COVERED: September 23, 25, and 29, 2003 PROJECT: City of Tigard— New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: J. Svacek—COP#649, WABO#SVA520867, OBOA#341, ICB0#0881102-85 09-23-03: y�7,�Y/,iia ' As requested, CTI representative was present at the shop of Graham Steel (Kirkland, WA) and visually inspected shop welds, hole, and copes as listed. Tube steel mk#'s: 117A 161A Wide flange mk#'s: 120A 123A 147A 159A 172A 183A 548A (4) 569A 583A 587A 587B 608A 682A (2) 689B (3) 758A (2) 759A 762A 763A 765A 767A 769A 770A 784A (2) 789B 797A 09-25-03: As requested, CTI representative was present at the shop of Graham Steel (Kirkland, WA) and visually inspected pieces listed. Wide flange mk#'s: 121B 174A 180A 184A 545A (2) 549A (2) 570A 582A 588A 604A 610A (2) 621A (2) 622A 636A 688A (2) 752A 753A 757A 767B 768A 781A 785A 790A 796A (2) 798A 807A 808A Tube steel mk#'s: 143A 169A All shop welds appear complete and acceptable. Work is by certified welders per WPS. Customer Load #12. 09-29-03: As requested, CTI representative was present at the shop of Graham Steel (Kirkland, WA) and visually inspected shop welds, holes, and copes to pieces listed. '� Tube steel mk#'s: 129A 130A 152A 154A 158A 814A (3) October 15, 2003 T0303481.CTI Page 2 of 2 Pipe mk#'s: 162A 163A 164A 165A 166A 167A 168A Wide flange mk#'s: 175A 176A 177A 178A 181A 182A 564A 585A (2) 602A 609A 623A 624A 625A 628A 631A 632A 633A 634A 744A 745A 751A 760A 766A 782A 783A 786A 799A (2) 800A 802A (2) 803A 809A 810A (2) 811A 812A 813A Pipe mk#'s: 637A (4) 638A (2) 640A (4) 655A 656A 702A 703A All shop welds appear complete and acceptable. Work is by certified welders per WPS. Customer Load#13. .-� ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 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. Respectful submitted, CARLS• TESTING, INC. k% . !`las W. Leach i•f Executive Officer JS/sab cc: City of Tigard c/o Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman • Main Office —"N Salem Office Bend Office P.O.Box 23814 ,0 Hudson Ave.,NE P.O.Box 7918 Carlson Testing Ines hone,50Or3)684-3460gon Salem,(503)O589-125297301 Bend,OR 97708 FAX(503)684-0954 Phone (503)589-1309 Phone (541)330-91963155 October 15, 2003 r E CE:VEO 10303481.CTI Permit No. BUP2003-00211 OCT 1 7 2003 File No. M03-03 SHIED, a „a-MEN FIELD INSPECTION REPORT DATES COVERED: September 29, 30, and October 3, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88, -84,WABO#G0U171964,ACI#982297 L. Warfield—COP#601, WABO#WAR049960, OBOA#361, ICBO#0870272 09-29-03 R Gouthro:0 Epoxy As requested, CTI representative was on site for epoxy inspection on 8" CMU wall footing dowels that were misplaced. Dowels were #5 rebar and embedded at 7" using Epcon A7 with fill date 05-12-03 and batch no. 079279. Verified holes for depth, diameter, and cleanliness in accordance with ICBG ER-5560. ,.� To the best of this inspector's knowledge, all items listed above were in general compliance with approved plans. 09-30-03 R. Gouthro: Masonry/Epoxy As requested, CTI representative was on site for inspection on masonry walls at grid lines X.1, X.5, X.B, and X.2. Verified rebar for size, grade, placement, lap, and clear grout space in accordance with approved drawings. Grout was placed by pump and mechanically vibrated for consolidation. Grout was supplied by Morse Bros. (approved mix) mix #141248KG3R000, 8-sack, no fly, no air mix. No samples made on this date. Observed prism being cast (to be tilled next grout pour) as outlined on S0.1. Structural Note: Special inspection continuous when F'm greater than 1500 psi (prism to be Pm 2000). Also on site for epoxy inspection on column locations X.F/X.2, X.4, X.6; X.D/X.2; X.0/X.2, X.4, 0.9; A.8/X.4; and X.C.5/X.2. RFI #95 calls for 9" embedment using 1" diameter all-thread. Verified holes for depth, diameter, and cleanliness in accordance with ICBO ER-5560. Epoxy used was Epcon A7 with fill date 05-12-03 and batch no. 079279. (4) bolts per location listed above. '10-03-03-�L.V4laeid: Masonry As requested, CTI representative was on site and inspected rebar in 8" CMU walls at 4'-8" to 8'-8" elevation at grid X.1, A.8-XB to XC and E.1, X.1 to X.2. Rebar conformed to the approved plan. Morse Bros. 8-sack grout was placed in same and vibrated. No samples cast this date. October 15, 2003 T0303481.CTI Page 2 of 2 ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 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 .ubmitted, CARLSO TESTING, INC_ D• • as`W. Leach Executive Officer /LW/sab cc: City of Tigard do Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept—Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site)— Dirk Koopman Main Office ^ Salem Office Bend Office P.O.Box 23814 3 Hudson Ave.,NE P.O. Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc• Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589 1309 FAX(541)330-9163 October 10, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: October 2, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hail Blvd -Tigard, OR INSPECTOR: C. Griffith —COP#731, WABO#GRI72-9067, OBOA#414 10-02-03: As requested, CTI representative was on site for preliminary meeting with REFA to review welding requirements. 1) Reviewed general notes 2) WPS' reviewed and on site at REFA office 3) One welder on site today — Gary Delamo, Iron Workers card, expiration date 08-28-04, FCAW & SMAW 3 &4 qualified. 4) Fillet metal on site = .068 NR232, FCAW-G which meets charpy requirements. 5) Welding will start at brace frame B/S3.1 at line 8/B-C. Periodic welding inspection will be schedules as required. ***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 clearly 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. 1 Respect Ily submitted, CARL IN TE TING, INC. D• 1.;:s W. Leach C r f Executive Officer of /Ids .�. cc: City of Tigard c/o Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site)— Dirk Koopman Main Office Salem Office Bend Office P.O. Box 23814 4,__./Hudson Ave.,NE P.O.Box 7918 Carlson Testing Inc. Tigard,Oregon 97281 Salem,OR 97301 Phone(503)589-1252 Bend,OR 97708 Carlson Testing, Phone(503)684-3460 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 October 10, 2003 10303481.CTI Permit No. BUP2003-00211 File No. M03-03 iie, ";'=�. t FIELD INSPECTION REPORT OCT 1 6 2003 C DATES COVERED: October 6, 2003 e,, S-IELS OSLZT ;+SEN , ....z PROJECT: City of Tigard—New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR irvbrcu i UK. K. Gauvin—COrP#671,"WABO#GAU757203, 060A#183 10-06-03: As requested, CTI representative was on site for structural steel inspection and the following was noted: 1) CTI representative verified weld procedures for FCAW-NR232. Welder certifications on Larry Dietz and Chad Walace are current and conform to AWS D1.1 for FCAW&SMAW 3G//4G. 2) Continuous inspection was performed during the welding of 3/8" fillets on pipe brace gusset to 2nd level beam at grids 6&8/B &C. Welds visually conformed to AWS D1.1 and detail 3/S3.2. 3) Welder on pipe brace frame at foundation grid 8/B.5 and 2nd level grid 6 & 8/B & C conform to AWS D1.1 and details 1 &3/S3.2. 4) Welds on guest to beam connection at 2nd level grid 6 & 8/B & C conform to AWS and detail 3/S3.2. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ►1 0 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 regardingg this matter, please do not hesitate to contact this office.. Respect y submitted, CARL • TESTING, INC. ';huglas W. Leach hief Executive Officer KG/Ids cc: City of Tigard c/o Shiels Obletz Johnsen—C Bahlman City of Tigard Building Dept—Hap Watkins KPFF—John Mayer SRG Partnership—Bruce Barton Hoffman Construction Co(Job Site)—Dirk Koopman Main Office "1 Salem Office Bend Office P.O.Box 23814 ,0 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 PhoneFAX (50)5589 3252 FAX Phone(541)330-9155 ( )330-9163 ,►a October 3, 2003 10303481.CTI Permit Number: BUP2003-00211 City of Tigard C/O Shiels Obletz Jensen -C. Bahlman 115 NW 1st Avenue Portland, OR 97209 Re: City of Tigard - New Library Project 13500 SW Hall Blvd. -Tigard, OR Extraction/Gradation & Maximum Specific Gravity (Rice) Testing Gentlemen: Following are results of an extraction/gradation and maximum specific gravity (rice) testing conducted on a sample of 1998 ODOT Commercial Class "C" asphaltic concrete produced by K.F. Jacobsen, and sampled by our representative on September 26, 2003, at 10:45 A.M. This sample represents material taken from the South Parking area. The asphaltic concrete temperature was 310°F at the time of sampling. Testing was completed on October 1, 2003. Following are the results: EXTRACTION-GRADATION -AASHTO T164, AASHTO T110, AASHTOT30: PERCENT 1998 ODOT COMMERCIAL CLASS "C" SIEVE SIZE PASSING BROAD BAND SPECIFICATIONS 3/4" 19.0mm 100 99-100 -^0 1/2" 12.5mm 96 90-100 3/8" 9.5mm 88 1/4" 6.3mm 73 52-80 #4 4.75mm 61 #8 2.36mm 38 #10 2.00mm 34 21-46 #30 .600mm 19 #40 .425mm 17 8-25 #200 .075mm (10.2) 3.0-8.0 AC 4.8 4.0-8.0 This sample does not meet the 1998 ODOT BROAD BAND COMMERCIAL CLASS "C" SPECIFICATIONS on the#200 sieve. AASHTO 1-209 Rice Value = 2.546/158.9 pcf. Test results pertain to the specific material tested/inspected only and may not be representative of other locations or elevations. Information contained herein is not to be reproduced, except in full, without prior authorization from Carlson Testing Inc. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. ----)viwt#4.44)-, Jason S. Bryant Assistant Laboratory Manager ,-� je CC: CITY OF TIGARD BUILDING DEPT- HAP WATKINS KPFF-JOHN MAYER SRG PARTNERSHIP- BRUCE BARTON HOFFMAN CONSTRUCTION CO (JOB SITE) -DIRK KOOPMAN P:\Projects\General\T0303481\Labwork\Extraction lablog#03-1235.DOC Main Office "".".•Salem Office Bend Office P.O. Box 23814 0 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc• Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 October 3, 2003 RECEWD 10303481.CTI Permit No. BUP2003-00211 niFile No. M03-03 OCT 0 z'' '' FIELD INSPECTION REPORT SttE1SOBLE►Zla�: DATES COVERED: September 25, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: C. Griffith --- COP#731, WABO#GRI72-9067, OBOA#-414 09-25-03: As requested, CTI representative was on site for Skidmore Wilhelm testing of 7/8" A325 tension control bolts. Skidmore # 2751, REFA tension control gun #was 097888. Three test assemblies of the following length and lot#'s tested. 1) 7/8"A325 tension control x 2" long, Lot# F2C2576500 2) 7/8" A325 tension control x 2" long, Lot# F2C2520000 3) 7/8"A325 tension control x 2 %4" long, Lot# F2E0235600 4) 7/8"A325 tension control x 2 '/" long, Lot# F2B2789401 Test assemblies all exceeded AISC requirement of 39 kips. ***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 clearly 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 ® 0 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 ar any further questions regarding this matter, please do not hesitate to contact this office. Respe, fully submitted, CAR .ON T NG, INC. •s •las W. Leach ief Executive Officer G/Ids cc: City of Tigard c/o Shiels Obletz Johnsen -C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman Main Office '"..` Salem Office Bend Office P.O. Box 23814 _30 Hudson Ave.,NE P.O. Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc• Phone(503)FAX(503)684-09540 FAX(503)589Phone(503) 1 3092 FAX(541 O)330 91635 r, October 2, 2003 T0303481.CTI Permit No. BUP2003-00211Er' l File No. M03-03 SHOP INSPECTION REPORT @ S & M Metal Fab OCT 6 2003 DATES COVERED: September 18 & 19, 2003 SH1ELS{,firs jC`9'r'tiEN PROJECT: City of Tigard—New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: J. Medearis-COP#744, ICB0#1063194-85, AWS#01090454, WABO#MED136574 J. Piland—COP#610 09-18-03: As requested by George, CTI representative, Jeff Medearis was at the shop of S & M Metal Fab to provide a periodic completed weld inspection of the below listed items: To the best of CTI's knowledge for the above referenced piece mark's %" and 5/16" shop completed weldments were found satisfactory to S & M Metal Fab drawings and AWS D1.1 Section 6, table for visual acceptance. (1 each) piece mark#22A"beam"for alternative canopy steel. (1 each) piece mark#24A"beam"for alternative canopy steel. (1 each) piece mark#23A"beam"for alternative canopy steel. (1 each) piece mark#23B "beam"for alternative canopy steel. (1 each) piece mark#21A tube steel column for canopy. '".. (1 each) piece mark#21 B tube steel column for canopy. (1 each) piece mark#3A"beam"for canopy. (1 each) piece mark#3B"beam"for canopy. 09-19-03: As requested, CTI representative Jeff Piland was at the shop of S & M Steel Fab per UBC requirements. The following piece mar#'s were completed per AWS D1.1 requirements. Canopy steel drawing 0325SM-2, 4, 25, 5 revision 1. Beams 2A, 4A, 5A, and 25A. Workmanship complies with AWS D1.1 requirements per FCAW E7IT WPS by City of Portland qualified welder Kevin Richardson / John Pierce. Mill certifications provided for above beams, verified A992 GR 50/A572 GR 50 supplied. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— n 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ►1 ❑ 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. Res•-ctfully b ed, CA" I T ST G, INC. ii 1` ,�j Dou. ;MT,. L ch Chief Executive Officer JM/JP/Ids cc: City of Tigard c/o Shiels Obletz Johnsen—C Bahlman City of Tigard Building Dept—Hap Watkins KPFF—John Mayer SRG Partnership—Bruce Barton Hoffman Construction Co (Job Site)—Dirk Koopman Construction Inspection &Related Testsarls�n Testing, Inc.C �eotechnical Consulting Masonry Prism Compressive Strength Report, UBC 21-17 Tigard Office Phone(503)684-3460 For Prisms during construction. PO Box 23814 Fax(503)684-0954 Tieard.OR 97281 IDate Molded: 10/02/03 I Job Number:103034811 Number:BUP2003-00211 I I Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN-C BAHLMAN Project: CITY OF TIGARD-NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Contractor:HOFFMAN CONSTRUCTION CO(JOB SITE)- Subcontractor: BROMLEY INC DIRK KOOPMAN Concrete Supplier:MORSE BROTHERS INC Truck No.2192 Ticket No. 1116920 Cast By:MASONS/R. GOUTHRO Cu Yds. 8.75 Load No. 1 Weather:OVERCAST Temp High: Temp Low: Location of Placement: CMU WALLS ALONG GRIDS E.1/X.2-X.1;A.8/X.1-X.4 FROM 6'-4'AND INTERIOR WALLS ALONG X.B/X.l-X.2;X.2/X.L/X.E.5;X.4/X.0-X.A FROM 8'-16'FROM SLAB-ON-GRADE. Grout Strength Requirement:2500 psi @ 28 days Test Time: 10:45 Prism Strength Requirement:2000 f�@ 28 days I Slump: 9 I Concreterout Type: 3/ Grout 3/8" 8-SK INGrout Mix ID: 141248KG3R000 I Type of Mortar: SI Unit Type:PABCO-BASELITE I GRAY STANDARD I register Number 5265 Prism Test @ Date Width Height Length Net Area Max Load Net Compr. hp/t, hi,/t, Correct. No. Days Tested (in.) (in.) (in.) (in2) (lb.) Strength Ratio CF Net Str. 1 28 10/30/03 7.66 16.10 9.45 72.38 168580 (p 2330 2.10 1.008 (psi)2350 2 28 10/30/03 7.65 15.98 9.42 72.06 207280 2880 2.08 1.006 2900 3 28 10/30/03 7.64 16.06 9.44 72.121 1703001 23601 2.101 1.0081 2380( Compressive Strength of Masonry: fmt I• (average for a set of three prisms,or 1.25 x least individual value,whichever is less) I psi Specimen Diagrams Prism: 1 Prism:2 ' ism:3 Remarks: cc:CITY OF TIGARD BUILDING DEPT-HAP WATKINS KPFF-JOHN MAYER SRG PARTNERSHIP-BRUCE BARTON r `` HOFFMAN CONSTRUCTION CO(JOB SITE)-DIRK KOOPMAN Reviewed By: d /' ""-Jim Hietpas Laboratory Manager Our report pertains to the material tested/inspected only. Information contained .: ein is not to be reproduced,except in full,without prior authorization from this office. CarlsonTesting) Inc• 2onstructton Inspection&Related Tests 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 Na Tt r='i—" 1 Phone(503)684-3460 Phone (503)589-1252 Phone(541)330-9155 FAX(503)684-0954 _FAX(5Q3)58R-1309 FAX(541)330-9163 -,epi :301 ,:.:t.A_)..:, REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS Client CITY OF TIGARD C/0 SHIELS OBLETZ •_IOHNSEN - C :( HLMAN BUF 200:3-i+0'21 1 Project CITY OF TIGARD - NEW LIBRARY PROJECT 1 500 SW HALL BLVD TIGARD OR Description CLASS B" ASPHALTIC C:ONC:RETE. 'FROM KF ..JAC:OE;C,.::iN Rice Density 158•9 Marshall Value Method of Testt1S% I M D2950 Standard Count Density `.'• ' "F Serial#T r"•o;<. . 14489 NUC 440 DATE OF TEST TEST LOCATION Dena � ty TEST NO. Mode co ..;. ift'No. In Place Density COMPACTION ENTRANCE ROAD NORTH LANE BASE 9-26 1 BS 815 144.2 90.7 ENTRANCE ROAD SOUTH LANE BASE 9-26 E:S-, 810 144.0 90.6 SOUTH PARKING AREA WEST END BASE 9-2A" _ BS :314 144.4 90.9 SOUTH PARKING AREA WEST CENTER ' BASE 9-2A 4 BS 837 142.3 89.6 SOUTH PARKING AREA EAST END BASE 9-26 S BS 800 144.8 91 . 1 ^ SOUTH PARKING AREA EAST CENTER BASE /-26 `=' BS 776 147.8 93.0 0 NORTH PARKING AREA EAST END BASE 9-26 7 BS 811 144.6 91 .0 NORTH PARKING AREA EAST CENTER BASE 9-•:"A 58 _ NORTH PARKING AREA WEST END BASE 9-26 9 BS 830 142.9 89.9 NORTH PARKING AREA WEST CENTER BASE 9-26 10 BS 790 146.5 92.2 Remarks: 9" COMPACTION REWIRED. cc: CITY OF TIGARD BUILDING DEPT - HAP WATKINS K:f'frr JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON ___ HOFFMAN CONSTRUCTION CO (JOE: SITE ) - DIRK KOOPMAN Tested by _l. HALL - .I� d : a+�, By _ � Vie{ _ - MHX Pr-•+_i 7 Mri r•. D. LEACH ;aur- reports ARLSON TESTING INC. >« - r twin to tris matyr-•ia1 t:.e?s•te / ins �erte!d onjy. Information containedherein is not to be reproduced, except in tull, without prior authorization from this office. Carlson Testing, Inc. instruction Inspection&Related Tests Geotechnical Consulting Main Office Salem Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O.Box 7918 Office OR 97708 ''ne(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF A 1' CONCRETE TEST SPECIMENS Test Methods: ASTM C:17', /C:12:W;1/ ::3'-/r::_;1/C:1064/C:14:3 Date Molded: 09/24 , �:_, 20 Job No. T030:3481 Permit No: DUP20 t_,-0(}21 1 Client: CITY OF TIGARD C/O SHIELS OBLETZ _OHNSEN - C L-:AHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD ContractorHOFFMAN CONSTRUCTION CO (JOE: S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 81 Load#4 Ticket#: 427094 Weather: SUNNY Air Temp. at Sampling Time: 69 Test Time: 7:55 Cylinders were cast for the following location: SLAB ON GRADE - 65/A•S X •F Total Concrete Placement Location: Cubic Yards: 39/105 Max Adgs Strength Req'd 4000 -PSI C©28 Days- Conc. Temp. 76 - %Air: N/T - Slump:7 - Cement Type: Vtix Number:1 647 Admix/Amount: Set Test © Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By I 7 4919 09/25 10/01 86140 2P4 18 30A0 28 4919 09/25 10/22 138320 28., 18 4910 SM 28 4919 09/25 10/22 141200 28. .18 SM 5010 28 4919 09/25 10/22 135100 26. 18 4790 SM t ks: cc a CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO tl E a ETE KPFF - JOHN MAYER / SRG PARTNERSHIP - BRUCE BARTON. �. F i i,j Mngr- . D• LEACH ,,,,000 ast by: ITHR i Reviewed by: ; - ' ■_; ir report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authorizatio glom this office. Carl s on Testing, Inc. instruction Inspection &Related Tests Geotechnical Consulting Main Office Salem Office Bend Office P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE•Salem,OR 97301 P.O.Box 7918•Bend,OR 97708 —ne(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF 6X12: CONRETE TEST SPECIMENS Test Methods: ASTM C17'2/C:i'2:=;i/C:=:;,;C_;i/C:ifae.A/r':143 Date Molded: '/'�4 20 `) TC3:_;c:a:�:�E: UF' t - _��.� Job No. Permit No: .B 0 21 1 Client: CITY OF TIGARD C:/O SHIELD OBLETZ JOHNSEN - C: B;AHi_"MAN Project: CITY OF TIGARD -- NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR I IGS jF.D Jurisdiction: Contractor:HCIFFMAN CONSTRUCTION CO (_LIB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 81 Load#4 Ticket#: 427094 Weather: SUNNY Air Temp. at Sampling Time: 9 Test Time: 7 a Cylinders were cast for the following location: SLAB ON GRADE - 65/A.8 :X .F. Total Concrete Placement Location: Cubic Yards 39/105 Max Ac q itrength Req'd 4000 -PSI @ 28 Days- Conc.Temp. 76 -%Air: N/T - Slump:7 - Cement Type: I-I: Aix Number:1 647 -Admix/Amount: Set Test (© Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By .1 7 4919 09/2F 10/01 RA140 28. t;= 3060 SM 28 4119 09/25 10/22 28 4919 09/25 10/.22 HOLD 4919 09/ 7.F'. I s:,-1-- CITY OF TIGARD BUILDING DEPT - HAF' WAT HOFFMAN CONSTRUCTION CO JOB SITE KF'FF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Pro.i Mn+g r-•a D. LEACH1 1st by: R. GOUTHRO _ /' Reviewed by: ..{i m H w : -+ . s ,A, it report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior author' at n from this office. Main Office ^Salem Office Bend Office P.O.Box 23814 .J Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc. Phone(503)684-3460 Phone(503)589-1252 Phone(541)330 9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 October 2, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: September 17, 19 &21, 2003 PROJECT: City of Tigard—New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICB0#1041477-88, -84; ACI#982297 09-17-03: As requested, CTI representative was on site for rebar and concrete special inspections on slab-on-grade between grid lines 4.5-8/A-E. Verified rebar for size, grade, placement, lap and clearances were in compliance to approved plans. Cast two sets of 4 cylinders on approved Mix# 1647 from Glacier Redi-mix. Concrete was placed by pump and slump was controlled to mix design standards by Glacier quality control and CTI representative. Slab-on-grade was manually screeded and thickened edges were mechanically vibrated for consolidation. To the best of my knowledge all items listed above was in general compliance to plans and revisions. 09-19-03: As requested, CTI representative was on site for concrete and rebar special inspection on slab-on-grade for slab between gridlines 1.5-4.5/A-E. Verified rebar for size, grade, placement and lap, in accordance with approved drawings. Cast two sets of (4) cylinders on approximately 165 yards of approved Glacier Redi Mix concrete Mix # 1647. Concrete was placed by pump and mechanically vibrated. In thickened areas and manually screeded in slab area. Monitor concrete at placement for slump and time. 09-24-03: As requested, CTI representative was on site for concrete and rebar special inspection on slab-on-grade for gridlines A.8-X.F/1.5. Verified rebar for size, grade, placement, lap and clearance in accordance with approved plans. Cast one set of 4 cylinders on approximately 107 yards of Glacier Mix# 1647 (4000 psi) concrete (approve mix). Concrete was placed by pump and mechanically vibrated and manually screeded. To the best of my knowledge all items listed above was in general compliance to plans. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— 0 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 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.lf there are any further questions regarding this atter, please do not hesitate to contact this office. -spectfu ly s bmitted, A SO T TING, INC. i I Dou . ea Chief Executive Officer RG/Ids cc: City of Tigard do Shiels Obletz Johnsen—C Bahlman City of Tigard Building Dept—Hap Watkins KPFF—John Mayer SRG Partnership—Bruce Barton Hoffman Construction Co(Job Site)—Dirk Koopman ' ~�� ^ ` °~~` Carl�� Testing �� ' nob��n &��dT��n�� I��,�� Main Office Salem Office Bend Office ,,..~P.O. Box u3o14^Tigond Oregon 972e1 4060 Hudson Ave., P NE^Go|nm.Onn7no1 Bend,O.Box 791u^ OR 97708 >no(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589'1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF 6X12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 09/19 , 20 03 Job No. T0303481 Permit No: 8UP2003-0021 1 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD Contranto,HOFFMAN CONSTRUCTION CO (JOB S Sub Contractor Concrete Supplier: GLACIER NORTHWEST Truck#: 252 Load#12 Ticket#: 427012 Weather: OVERCAST Air Temp. at Sampling Time: 67 Test Time: 1O: 15 Cylinders were cast for the following location: SLAB-ON-GRADE 1-4.5/A-E . Total Concrete Placement Location: SAME AS ABOVE Cubic Yards: Max Aqg: Strength Req'd 4000 -PSI @ 28 Days- Conc.Temp. 77-%Air: N/T - S|ump:5" - Cement Type: I Mix Numbec1647 'Admix/Amoumd: MB NC-534 ACEEC Set Test @ Register Date Date Total Unit Corrected Tested ' , Area No. Days Number Rec'd Test Load PSI PSI By II 7 4743 09/20 09/26 145540 28.23 5160 SM 28 474:3 09/20 10/17 171260 28.20 6070 SM 28 474:3 09/20 10/17 168220 28.20 5970 SM 28 4743 09/20 10/17 169470 28.20 6010 SM Fit ks: cc: CITY OF TIGARD BUILDING DEPT - HAPWAT HOFFMAN CONSTRUCTION C[ Ti KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Proj Mngr: D. LEACH )( Cast by: R. GOUTHRO Reviewed by . 1 ' = i . .z Ai ir Our report pertains to ��m nuVemoomd�nopoo�do�y Information hereinonn�inedis nmto boepmdu�d.oxoo�in�||.wdhomohorou�nhmV, �"m��o# �a. •/ Carlson TestingInc• ^nstructon Ins� Geotechnical Consulting Main Office Salem Office Bend Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE•Salem,OR 97301 P.O.Box 7918•Bend,OR 97708 `one(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 f.REPORT OF 'X 1 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C31/C1064/C14::: Date Molded: t t°=?/1'-j 20 t-''=I Job No. TO-;0:-;4`;1 Permit No: BUP2003-0021 1 Client: CITY OF TIGARD C/O SHIELD OBLETZ JOHNSEN - C IBI'-lL.MAN Project: CITY OF TIGARD .- NEW LIBRARY PROJECT Address: 121F;00 SW HALL BLVD TIGARD OR TIGARD Jurisdiction: Contractor:HOFFMAN CONSTRUCTION CO (JOE: S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST "''='- i 47{�1�r_ Pp Truck#: 2 '4 Load#• �, • Ticket#: Weather: OVERCAST Air Temp. at Sampling Time: 6'7 Test Time: 1r)'115 cylinders were cast for the following location: Si-AE'-ON--GRADE 1-4.5/A-E total Concrete Placement Location: SAME AS ABOVE Cubic Yards Max Agg Strength Req'd 4`)(30 -PSI @ 28 Days- Conc.Temp. 77-%Air: N/T - Slum I Slump:5n - Cement Type: Aix Number:1447 -Admix/Amount:" NC-534 ACEEC Set Test @ Register Date Date Total Area Unit Corrected Tested No. Days Number Rec'd Test Load PSI PSI By I I 7 474:3 09/20 09/2A 14FF40 28.23 5 16t i SM 28 4743; 09/20 10/17 28 4743 09/20 10/17 HOLE 4743 09/20 ks:cc: CITY OF TIGARD BUILDING DEPT - HAF' WAT HOFFMAN CONSTRUCTION CO ._OB 7 KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON / Proj Mngr- o D. LEACH y. ast by: R. GOUTHRO Reviewed by: Jim Hist as // te ur report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authori%Io r'+m this office. • Carlson Testing, Inc• -nstruction Inspection &Related Tests Geotechnical Consulting Main Office Salem Office Bend Office .0. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O.Box 7918•Bend,OR 97708 ne(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF 6'C'12 CONCRETE TEST SPECIMENS Test Methods: ASTM C:1721/C123 /C143 Date Molded: (39/19 , 20 03 Job No. T03:0348:1 Permit No: BUP200?-002:1 1 Client: CITY OF TIGARD C/O SHIEL ` OL:LETZ :JOHNSEN - C BA!-U MA`:i Project: CITY OF TIGARD - NEW LIBRARY F'RO.JEC:T Address: 13 (i{7 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD Contractor:HOFFMAN CONSTRUCTION CO (JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 50 Load#4 Ticket#: 42700 Weather: OVERCAST Air Temp. at Sampling Time: 64 Test Time: 7:45 Cylinders were cast for the following location: SLAB-ON-GRADE FROM GRIDS 4.5-1 1/A-E rotal Concrete Placement Location: Cubic Yards: 38/150 Strength Req'd 4000 -PSI @ 28 Days- Conc.Temp. 76 -%Air: N/T - Slum 5" p:•- - Cement Type: I-II Aix Number:1647 Admix/Amount: MB-NC534 ACCELERETOR Set Test @ Register Date Date Total Area Unit Corrected Tested No. Days Number Rec'd Test Load PSI PSI By I 7 4744 09/20 09/2:j. 1445:.:0 .-_ „._ _ 5120 SM 28 4744 09/2c 10/17 16: 2ti ''`=` 5•9 0 SM 28 4744 09/20 10/17 166540 �_ u;::0 5910 SM 28 4744 09/20 10/17 169:32'0 28 SM As: cc CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO /.JOB SITE KPFF - .JOHN MAYEC;, SRG PARTNERSHIP - BRUCE BARTON Pr"•c.j Mrnj r... Lia L.EAC:H ast by: R• GOOUTHRU Reviewed by: ' a _ %/ ur report pertains to the material testedMspected only. Information contained herein is not to be reproduced,except in full,without prior authoriz. 4'1'om this office. �~� �~� CarIson ' on�ud�n��e��n &Rc��dT��Inc.��~� Geotechnical Consulting Main Office Salem Office Bend Office _=P.O. Box2uu1*^TiDand Oregon e7281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O.Box 7V18,8ond OR 97708 �no(a03)Vu4�4ao^FAX(s0o)e8�neo* Phone(503)589-1252•FAX(503)589-1309 Pnone(-1)uuo'o1ss^FAX-- (541)330-9163 REPORT OF 6C12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 09/19 . 20 03 JobNo. T0303481 penndNo: BUP2003-00211 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT ��mm � 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD ;:ontractocHOFFMAN CONSTRUCTION CO (JOB S Sub Contractor oncrete Supplier: ' ER NORTHWEST Truck#: 50 Load#4 Ticket#: 42700 Weather: OVERCAST Air Temp. at Sampling Time: 64 Test Time: 7:45 �y|indemwmmna�brthe foUmwingkca1ion: SLAB-ON-GRADE FROM GRIDS 4-5-11/A-E otal Concrete Placement Location: Cubic Yards 38/150 Max Agg _ kengthReq'd 4000 -PSI @28 Days- Conc. Temp. 76' %Air: Nil. ' Slump:5" - Cement Type: I--I: 4ixNumbec1647 'Admix/Amount: M8-NC534 ACCELERETOR Set Test @ Register Date Date Total Unit Corrected Teoted No. Days NumberRec'd Test Load PSI PSI By I 7 4744 09/20 09/26 144580 28.23 5120 SM 28 4744 09/20 10/17 28 4744 09/20 10/17 HOLD 4744 09/20 ^~~,, � | kscc: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CI, JOB SITE KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Proj Mngr: D. LEACH ustby�� R. 8OUTHRO Reviewed by: Jim Hietpas ef ,eponpe�a�omthe ma�ha ma�U�nopoo�dn�y |n�nnu�monn�imodhomin�m�vobompmdu�d.oxuo[8in�U.*�m�phorau�' this office. r Inc. struction Inspection &Related Tests Carlson Testing, nC• Geotechnical Consulting Main Office Salem Office Bend Office P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O.Box 7918•Bend,OR 97708 � -.Vie(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-130 ECE (541)330-9155•FAX(541)330-9163 REPORT OF fk 12 CONCRETE TEST SPECIMENS OCT 17 2003 Test Methods: ASTM C:17'2/C:1' ';.:1/C:39/C31/C1064/C:143 SHIELS OSL``I Z JOH JSEN Date Molded: ':-)''/17 , 20 03 Job No. T02,0:_,481Permit No: BUP2003-00'21 1 Client: C:IT'Y OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMA!! Project: CITY OF TIGARD -- NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD ContractorHOFFMAN CONSTRUC:TION CO (._lOB S Sub Contractor. Concrete Supplier: GLACIER NORTHWEST Truck#: 65 Load#11 Ticket#: 429043 Weather: SUNNY/PARTLY CLOUDY Air Temp. at Sampling Time: 70 Test Time: Cylinders were cast for the following location: 6/B ON SLAB ON GRADE Total Concrete Placement Location: SLAB ON GRADE FROM 5-8 Cubic Yards: 106„5/1'..0 Max AcIq: — Strength Req'd 4000 -PSI @28 Days- Conc.Temp. 75 - %Air: N/T - 1/2”-Cement Type: I Mix Number:1{-'A7 -Admix/Amount: Set Test @ Register Date Date Total Area Unit Corrected Tested No. Days Number Rec'd Test Load PSI PSI By :II 7 4A55 09/18 09/24 132430 28.24 4690 RLL 28 4655 09/18 10/15 163400 28. .15, 5800 SM 28 4655 09/ 18 10/15 161920 28. 15 575 f SM 465F 09/18 1O/15 164440 28. 15 5840 SM RE ks: cc: CITY OF TIGARD BIUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO ._UB SITE KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Pr-}_'_i Mngr-: D. LEAC:H Cast by: R i;:ii ITHRi-1 Reviewed by: . . ' . 'gat. �s� Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authori / from this office. . '�~ CarlsonTesting, � ��n &��Inc* Geotechnical Consulting Main Office Salem Office Bend Office ~_P.O. Box uoo1*^TiOond Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O. Box 7o18^Bend OR 97708 Nmo(5o3)sau�4an^FAX(sO8)*O4'oVa4 Phone(503)589-1252•FAX(503)589-1309 Phone(51)3@V'e1a5^FAX-- (541)330-9163 REPORT OF 6X12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 09/17 , 20 03 Job No. T0303481 permit No� BUP2003-0021 1 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C 8AHLMAN p»ojed: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD Cunkramtnr'HOFFMAN CONSTRUCTION CO (JOB S Sub Contractor._ Concrete Supplier: GLACIER NORTHWEST Truck#: 65 Load#1 1 Ticket#: 42904:3 Weather: SUNNY/PARTLY CLOUDY Air Temp. at Sampling Time: 70 Test Time: 9:55 Cylinders were cast for the following location: 6/B ON SLAB ON GRADE Total Concrete Placement Location: SLAB ON GRADE FROM A-E/4.5-8 Cubic Yards 106.5/160 Max Agg Strength Req'd 4000 -PSI CO 28 Days- Conc.Temp. 75 - %Air: NTT - Slump:6 1/2'1 Cement Type: I Mix Numboc1647 -Admix/Amount: Set Test @ Register Date Date Total Area Unit Corrected Testedmo. Days Rec'd Test Load PSI PSI By II 7 4655 09/18 09/24 132430 28.24 4690 RLL 28 4655 09/18 10/15 28 4655 09/18 10/15 HOLE 4655 09/18 --~., . . R Ru:cc: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO JOB SIT KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON / Pr oj Mngr: D. LEACH Cast by: R. GOUTHRO Reviewed by: Jim H i e t., `as Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authori from this office. ......... ......, Carlson TestingInc• instruction Inspecion&RaedTsts Geotechnical Consulting Main Office Salem Office Bend Office ,.....P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 973�:� P.O. Box 7918•Bend,OR 97708 ne(503)684-3460•FAX(503)684-0954 Phone(503)589 1252•FAX(503)589-13U9tC�IVe(541)3309155•FAX(541)3309163 REPORT OF 6X12 CONCRETE TEST SPECIMENS OCT 1 7 2003 Test Methods: ASTM Ci.7'2/C1'231/C. 9/C31/C:106,4/C143 SAES o LETzJOHNSEN Date Molded: 09/17 , 20 03 Job No. T0303451 Permit No: EUF 2c 7:1--oo:21 1 Client: CITY OF TIGARD C/O SHIELS t_1E:LETZ •JOHNSEN C: BAHL.MAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL. DL-srD TIGARD tR Jurisdiction: TIGARD Contractort1OFFMAN CONSTRUCTION CO (JOE: S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 63 Load ii:. • Ticket#: 429028 Weather: CLEAR :=. C:t_tt_ILAir Temp. at Sampling Time: = Test Time: 7:50 a AM Cylinders were cast for the following location: AT GRID LINE A/8 FROM SLAB-ON-GRADE N-GRADE Total Concrete Placement Location: SLAB-ON-GRADE FROM 4.5-8/A-E Cubic Yards: :_9,5/1(.0 Max Aiqg: Strength Req'd 4000 -PSI @28 Days- Conc.Temp. 72 - %Air: - Slump:6 1/2"- Cement Type: I Mix Number: 1647 -Admix/Amount: Set Test (© Register Date Date Total Area Unit Corrected Tested No. Days Number Rec'd Test Load PSI PSI By 1 7 4654 09/18 09/24 137000 28.,24 4850 RLL 28 4654 09/18 10/15 169940 28. 15 6040 SM 28 4654 09/18 10/15 163240 9_ . 1.5 FROG SM 28 4654 09/18 10/15 167770 28. 15 5960 SM I, ks: cc: CITY OF TIGARD BUILDING DEPT -- HAF' WAT HOF MAN CONSTRUCTION Cd .JOB/ ITE k:F'FF - JOHN MAYER i SRG PARTNERSHIP BRUCE BARTON ! F'r'o.j Mri' r- : D LEACH :ast by: R. t ir,UTHRi_t Reviewed by: . I • I •f.1- i z,; ,��;� )ur report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authorizati• om this office. /~\ Carl s on Te=t=ng, Inc* o»tructiozu �cuu ' &Related Tests Geotechnical Consulting Main Office Salem Office Bend Office PO. Box u3u14^Tigard,Oregon a7uu1 4060 Hudson AveNE•SalemOR 97301 P.O. Box 7o18^8end OR 97708 ~'ono(sOu)su4{wao^FAX(sOo)OO4'oes4 Phone(suo)soo'1`so^FAX(s`o)sao'1OVo Phone(51)u3o'V1so^FAX-- (541)330-9163 REPORT OF 6X12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 09/17 . 2O 03 JobNo. T0303481 Permit No: BUP2003-00211 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Addmo . 13500 SW HALL BLVD TIGARD OR TIGARD """� Jurisdiction: Cnntmcto-HOFFMAN CONSTRUCTION CO (JOB S Sub Contractor: Concrete Supplier: NORTHWEST Truck#: 63 Lood#3 Ticket#: 429028 CLEAR & COOL AirTamp� u�Gamp|ingTlmn� 63 Test Time: 7:50 AM Cylinders were cast for the following location: AT GRID LINE A/8 FROM SLAB-ON-GRADE Total Concrete Placement Location: SLAB-ON-6RADE FROM 4.5-8/A-E �-t., Cubic Yards 29.5/160 Max Agg 1647 Strength Req'd 4000 'PG| �� 28 Days' Conc.Temp. 72'Y&Aic ' G|ump:6 1/2'- Cement Type: I Mix Number: -Admix/Amount: Set Test @ Register Date Date Total Area Unit Corrected Testedmu. Days Number Rec'd Test Load PSI PSI By I 7 4654 09/18 09/24 137000 28.24 4850 RLL 28 4654 09/18 10/15 28 4654 09/18 10/15 28 4654 09/18 10/15 ~ ` R kscc: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO 'J0 SIT] KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON ' Proj Mngr: D. LEACH Cast by: R. GOUTHRO Reviewed by: Jim Hiet `as /I` Our mpo�pe*�numthe ma��a�d�napeo�Uonl/ |n�mm\�nmmt�nodhumin�not mbompmduood. oxoe�in�||.��umphorau�ohzr' mn��o�oo. Main Office ''Salem Office Bend Office P.O. Box 23814 • J Hudson Ave.,NE P.O.Box 7918 TigarCarlson Testing, Inc. Phone,Or3gon Salem,O97301 Bend,OR 97708 Q' Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 ��ff FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 October 6, 2003 T0303481.CTI Permit No. BUP2003-00211 1ECEIV File No. M03-03 SHOP INSPECTION REPORT @ Graham Steel OCT 0 2003 DATES COVERED: September 3, 5, 8, 10 & 15, 2003 SHIM OBER JOHNSEN PROJECT: City of Tigard- New Library Project ADDRESS: 13500 SW Hall Blvd -Tigard, OR INSPECTOR: J. Svacek-COP#649, WABO#SVA520867, OBOA#341 09-03-03: As requested, CTI representative was at the shop of Graham Steel and met with Graham representative to review drawings and specifications. Also discussed production schedule. Graham Steel runs (2) shifts, so shop inspection may take place during one or both shifts in order to cover all work. Job will be fabricated in (4) zones. 09-05-03: As requested, CTI representative was at the shop of Graham Steel and visually inspected shop welds to pieces listed: Tube steel mark#'s: 101A, 103A, 104A, 106A, 112A, 113A, 114A, and 115A. Wide flange mark#'s: 132A, 517A, 519A, 522A, 556A, 595A (2), and 627A. Welds appear complete and acceptable. Conformance to WPS verified. Work is by certified welders. 09-08-03: As requested, CTI representative was at the shop of Graham Steel and visually inspected shop welds to tube steel mark#'s: 102A, 105A, 108A, 109A, 110A, 111A. Wide flange mark#'s: 503A, 504A, 505A, 516A, 520A, 521A, 526A, 545A (4), 561A, and 562A. Welds acceptable by certified welders per WPS in process inspections provided during welding of multipass fillets. Shipped at load#3. 09-10-03: As requested, CTI representative was at the shop of Granam Steel and visually inspection pieces listed: Wide flange mark #'s: 107A, 131A, 133A, 134A, 135A, 136A, 137A, 138A, 139A, 140A, 141A, 142A, 501B, 502A, 502B, 506A, 507A, 508A, 508B, 509A, 510A, 513A, 514A, 515A, 523A, 524A, 525A, 531A, 532A(2), 533A(2), 534A, 535, 536A, 537A, 538A, 539A, 540A, 543A, 543B, 546A, 547A, 558A, 562A, 597A, 598A, 599A. Tube steel mark#'s: 614A, 615A, 616A(2) Wide flange mark #'s: 626A, 657A, 658A, 659A, 660A(2), 661A(2), 663A, 667B, 668A, 668B, 671A(2). All shop welds are completed and acceptable. Work is by certified welders per WPS. Shipped as load #4. October 6, 2003 .-1 T0303481.CTI Page 2 of 2 09-15-03: As requested, CTI representative was at the shop of Graham Steel and visually inspected shop welds copes and holes to pieces listed: Wide flange mark#'s: 118A, 119A, 505A, 5056(2), 511A, 512A, and 518A. Plate mark #'s: 542A, 544A, 555A, 559A, 563A, 591A, 592A, 593A, 594A, 596A(2), 600A, 661A(2), 664A(4), 665A(2), 666A, 667A, 669A(2), 670A, and 672A. Tube steel frame mark#: 673A. Angle mark#'s: 692A(2), 693A(2), 699A(4), 700A(2), 701A(2), 739A(2). Tube steel mark #'s: 116A(2), 117A(3), 124A, 125A, 127A, 128A, 144A, 145A, 148A, 149A, 150A, and 151A. Wide flange mark#'s: 527A, 528A, 529A, 530A, 545A(2), 551A, 552A, 554A(2), 676A, 678A(2), 689A, 6896(2), 690A, 6906(5), 743A(2). Work is by certified welders. WPS verified for conformance. Welds are visually 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, CARLSO ESTING NC. Douglas , each Chief Executive Officer JS/Ids cc: City of Tigard do Shiels Obletz Johnsen -C Bahlman City of Tigard Building Dept- Hap Watkins KPFF-John Mayer SRG Partnership- Bruce Barton Hoffman Construction Co (Job Site) - Dirk Koopman Main Office " Salem Office Bend Office P.O.Box 23814 _50 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc• Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589 1309 FAX(541)330-9163 September 25, 2003 �� T0303481.CTI SEP 2 9 Permit No. BUP2003-00211 2003 File No. M03-03 So_° 3 SHOP INSPECTION REPORT @ Graham Steel DATES COVERED: September 3, 5, 8, 10, 15, 16, 17 and 19, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: J. Svacek—COP#649, WABO#SVA520867, OBOA#341 09-03-03: As requested, CTI representative was at the shop of Graham Steel and the following was noted: CTI inspector met with Graham Steel representative to review drawings and specifications. Also discussed production schedule. Graham Steel runs (2) shifts, so shop inspection may take place during one or both shifts in order to cover all work. Job will be fabricated in (4) zones. 09-05-03: As requested, CTI representative was at the shop of Graham Steel and visually inspected shop welds to pieces listed below: TS mk#s 101A 103A 104A 106A 112A 113A 114A 115A WF mk#s 132A 517A 519A 522A 556A 595A (2) 627A Note: Shipped as load#3 Welds appear complete and acceptable. Conformance to WPS verified. Work was by certified welders. 09-08-03: As requested, CTI representative was at the shop of Graham Steel and visually inspected shop welds to pieces listed below: TS mk#s 102A 105A 108A 109A 110A 111A WF mk#s 503A 504A 505A 516A 520A 521A 526A 545A (4) 561A 562A Note: Shipped as load#3 Welds acceptable by certified welders per WPS. In process inspection provided during welding of multi pass fillets. 09-10-03: As requested, CTI representative was at the shop of Graham Steel and visually inspected pieces listed below: 09-03,05,08,10,15,16,17,19-03 sr.doc September 25, 2003 T0303481.CTI Page 2 of 3 WF mk#s 107A 131A 133A 134A 135A 136A 137A 138A 139A 140A 141A 142A 501B 502A 502B 506A 507A 508A 508B 509A 510A 513A 514A 515A 523A 524A 525A 531A 532A (2) 533A (2) 534A 535 536A 537A 538A 539A 540A 543A 543B 546A 547A 558A 562A 597A 598A 599A TS mk#s 614A 615A 616A (2) WF mk#s 626A 657A 658A 659A 660A (2) 661A (2) 663A 667B 668A 668B 671A (2) Note: Shipped as load#4. All shop welds are complete and acceptable. Work was by certified welders per WPS. 09-15-03: As requested, CTI representative was at the shop of Graham Steel and visually inspected shop welds copes and holes to pieces listed below: WF mk#s 118A 119A 505A 505B (2) 511A 512A 518A PL mk#s 542A 544A 555A 559A 563A 591A 592A 593A 594A 596A (2) 600A 661A (2) 664A (4) 665A (2) 666A 667A 669A (2) 670A 672A TS frame mk#s 673A Note: Load#5 Angle mk#s 692A (2) 693A (2) 699A (4) 700A (2) 701A (2) 739A (2) Note: Load#6 TS mk#s 116A (2) 117A (3) 124A 125A 127A 128A 144A 145A 148A 149A 150A 151A WF mk#s 527A 528A 529A 530A 545A (2) 551A 552A 554A (2) 676A 678A (2) 689A 689B (2) 690A 690B (5) 743A (2) Note: Load#7 Work was by certified welders. WPS verified for conformance. Welds are visually acceptable. 09-16-03: As requested, CTI representative was at the shop of Graham Steel and visually inspected shop welds to pieces listed below: WF mk#s 121A 501A (9) 572A (5) 573A 574A 629A 676A 677A (3) 680B 681A (3) 682A (3) 683A (2) 684A 685A (2) 686A 687A (6) 734A (4) 735A 742A (2) Note: Customer load#8 09-03,05,08,10,15,16,17,19-03 sr.doc September 25, 2003 10303481.CTI Page 3of3 All welds copes and holes are acceptable. Work was by WABO certified welders per WPS. 09-17-03: As requested, CTI representative was at the shop of Graham Steel and visually inspected shop welds copes and holes to pieces listed below: TS mk#s 55A WF MK#s 122A 501A(3) 548A (5) 553A 556A 630A 675A 680A 689A 690B 691A 728A 732A 734A (2) 735A 736A (2) Pipe mk#s 637A (4) 640A (4) Note: Customer load#9 09-19-03: As requested, CTI representative was at the shop of Graham Steel and visually inspected the following pieces: TS mk#s 153A WF mk#s 505A (8) 545A (4) 549A (2) 557A 559A 560A 674A 679A 679B 688B (3) 690A (5) 702A 703A 729A 730A 731A 733A (6) 744A 745A 789A (2) Note: Customer load#9 All welds are complete and acceptable. Work was by certified welder; conformance to WPS was verified. 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. Respectful) submitt , CARLSON TESTIN submit!, C. (s, ) Douglas W. Leach Chief Executive Officer JS/ck cc: City of Tigard c/o Shiels Obletz Johnsen —C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site) — Dirk Koopman 09-03,05,08,10,15,16,17,19-03 sr.doc Main Office ^ Salem Office Bend Office P.O. Box 23814 -._J0 Hudson Ave.,NE P.O.Box 7918 Inc Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 September 10, 2003 T0303481.CTI G��e0 Permit No. BUP2003-00211 File No. M03-03 �Qp3 SV-? 2 ,�3N FIELD INSPECTION REPORT �.. _` " gy1ie°0 . DATES COVERED: September 2, 2003 PROJECT: City of Tigard— New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88, -84,WABO#G0U171964,ACI#982297 09-02-03: As requested, CTI representative was on site for reinforced concrete special inspections on walls from footing to slab-on-grade height at grid lines 2-1.6/A' and B-A/1.6. Verified rebar for size, grade, placement, lap, and clearance in accordance with approved plans. Cast (1) set of (4) cylinders on approximately (7) cubic yards of Glacier Northwest mix no. 0241 (4000 psi). The approved mix concrete was placed by tailgate method and mechanically vibrated. To the best of this inspector's knowledge, all items above were in general compliance with approved drawings. ***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 clearly 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 TEST e . Douglas. Leach Chief Executive Officer RG/sab cc: City of Tigard c/o Shiels Obletz Johnsen—C Bahlman City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Job Site)— Dirk Koopman Carl s on = Inc. /` nsbruc[ionInspection &Related Tests Geotechnical Consulting Main Office .~f�O ~` 698742-80 Salem Office Bend Office P.O. Box 7918•Bend, ORe77Vo(85oVxO)2Vouu4�*�4^e�og,and O`"e°7 a9�7o�aun1o4 p*xonVnOoH(suuunnuAoosN2E^^pGo|e(smo.uO)aRueV7'13uVO1V Phone(541)330-9155•FAw (541)330-9163 REPORT OF 6 X 1 2 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 09/02 . 20 03 Job No. 10303481 Permit No: 8UP20 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN OCT 2 NM project CITY OF TIGARD - NEW LIBRARY PROJECT - u�� - ��\ETZJO 5H\CLd ' ~~~' Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD ContractorHOFFMAN CONSTRUCTION CO (JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 68 Load#1 Ticket#: 428720 Weather: SUNNY Air Temp. at Sampling Time: 74 Test Time: Cylinders were cast for the following location: STEM WALL LOCATED ON GRID LINES. A" AND 1 .6/A"-B -2-1 .6 Total Concrete PlacemenLocation: Cubic Yards Max Aqq _ Strength Req'd 4000 -PSI @28 Days- Conc.Temp. 79 - °A Air: N/T - S|ump:4-1/2'!- Cement Type: I/II NixNumbnc6241 -Admix/Amount: Set Test Register Date Date Total A Unit Corrected Tested .� ""v° Number Rec'd TestLoad n:a No. pS| PSI By I 7 4168 09/03 09/09 112220 28,36 3960 SM 28 4168 09/03 09/30 142220 28.23 5040 SM 28 4168 09/03 09/30 143970 28.23 5100 SM 28 4168 09/03 09/30 141770 28.23 5020 SM a cscc: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO (JOB SITE KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Proj Mng D LEA I. 1st by: P' GDi ITHRD /'n��o� |n��m��ix�mbo Reviewed by: � |i�� mpmouueo.except mfull,without prior authorization from this office. ' Carlson Testir , Inc. Construction Inspection&Related Te. Geotechnical Consult Main Office Salem Office Bend Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE•Salem,OR 97301 P.O. Box 7918•Bend,OR 97708 Phone(503)684-3460•FAX (503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-91E REPORT OF ='X 1:_ CONCRETE TEST SPECIMENS Test Methods: ASTM 0172/C12.'31/C:39/C::/C:39/031/C1064/0143 Date Molded: 09/02 , 20 Q3 Job No. To:?c_)_:4 :1 BUF20 $-c) Permit No: - 1 1 Client: CITY OF TIGARD C/U. SHIELS OBLETL .JOHNSEN - C BA;•ti....MAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 1350() SW HALL BLVD TIGARD OR TIGARD Jurisdiction: Contractor:HOFFMAN CONSTRUCTION CO (JOB: E Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 68 Load #1 Ticket#: 42872'0 Weather: SUNNY Air Temp. at Sampling Time: 74 Test Time: Cylinders were cast for the following location: STEM WALL LOCATED ON GRID LINES. A" -1 .6 AND 1 .6/A"-B Total Concrete Placement Location: Cub i c Yards Max Ajg Strength Req'd 4000 -PSI @ 2 Days- Conc.Temp. 79- %Air: N/T - Slump:4-1/2" Cement Type: Mix Number:6 '4f -Admix/Amount: Set Test © Register Date Date Total Area Unit Corrected Tested No. Days Number Rec'd Test Load PSI PSI By I 7 4168 09/03 09/09 112220 2 ..3r;, 7:960 SM 28 4168 09/03 09/30 28 4168 09/03 09/30 HOLD 4168 09/03 Remarks:,,_: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION 0 (JOB KPFF JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON F'ro.'j Mrngr- : D D. LEACH Cast by: R S. GOUTHRO Reviewed by: J i ra H i et-+as j( Our report pertains to the material tested/inspected only.Information contained herein is not to be reproduced,except in full,without prior authorizn lm this offic Main Office ^Salem Office Bend Office P.O.Box 23814 ,0 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc• Phone (503) 684-346046Phone(503)589-1252 Phone(541)330-9155 FAX(503)589-1309 FAX(541)330-9163 September 5, 2003 10303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT G, lv0 DATES COVERED: August 29, 2003 SSP -64 2003 PROJECT: City of Tigard - New Library Project LaozLelz�®��SEN ADDRESS: 13500 SW Hall Blvd -Tigard, OR a 1IE INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88, -84,WABO#G0U171964,ACI#982297 08-29-03: As requested, CTI representative was on site for concrete and concrete special inspection on footings at grid lines X.i-X.5/X.i-X.F and stem walls at grid fines 2.7-4.3. Verified rebar for size, grade, lap, and clearance in accordance with approved set of drawings. Cast (1) set of (4) cylinders on approximately (70) cubic yards of Glacier Northwest Ready Mix concrete mix no. 0241. Concrete placed by pump and mechanically vibrated. To the best of this inspector's knowledge, all items above were in general compliance with approved drawings. ***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 0 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. Respectful) submitted, CARLSO TESTING, INC. %de 6gW. Leach ief Executive Officer RG/sab cc: City of Tigard c/o Shiels Obletz Johnsen -C Bahlman City of Tigard Building Dept- Hap Watkins KPFF-John Mayer SRG Partnership- Bruce Barton Hoffman Construction Co (Job Site) - Dirk Koopman Carlson Testing, Inc, instruction Inspection &Related Tests Geotechnical Consulting Main Office Salem Office Bend Office Tigard, � 7708 �ne(503)684 34 0FA (503)684-0954 Phone(503)589-1252 E AX(503 89 309 Phone(541)330-91558 FAXend,DR(541) 330-9163 REPORT OF !'`X 1`-` C:GNC:RE`f E TEST SPECIMENS Test Methods: ASTM C:17'2/C:1231./C:_•;1/C::=,1/C1�:64/C:14 .: Date Molded: 0; /29 0:_; T0:303481 20 Job No. Permit No: L'UP 'fr t:�-'u:>' 1 1 Client: CITY OF TIGARD C/O SHIELS OBLETZ _OHNSEN - C: BAHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: 'TIGARD Contractor:HOFFMAN C:ONSTRUC:T ICIN CO (JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST 25` 4 {,92 Truck#: Load#'�• Ticket#: - Weather: SUNNY Air Temp. at Sampling Time: <'5 Test Time: 7:3t_t Cylinders were cast for the following location: FOOTINGS AT GRIDS X . 1-X .5/X 1 -X .F Total Concrete Placement Location: SAME AS ABOVE ALBOA WALLS @ 2.7-4.8 Cubic Yards 19.5/70 Max Agg Strength Req'd 4000 -PSI @ 28 Days- Conc. Temp. 77-%Air: 1\1/1" - Slump:5 I '- - Cement Type: Mix Number:241 -Admix/Amount: Set Test @ Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By 1 7 4145 09/02 09/off _- 12114C? 28.27 4290 AF 8 4145 09/02 09/26 147300 2 .23 5 20 SM _ u 28 4145 09/02 09/26 146940 28.23 5210 SM 28 4145 09/02 09/$r_ 144930 28,23 5130 SM k cs:cc: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION Cti ,JOB SITE KPFF - •JOHN MAYER SRC PARTNERSHIP - BRUCE BARTON ii Pr•ci..j Mngr•s D. LEACH ast by: R. GOUTHRO ; Reviewed by: J i rn H i etpas 4/ ur report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authoriz..- {.m this office. r n �o �m&Be6z�dT�� Carlson Testing, Inc.* Geotechnical Consulting Main Office Salem Office Bend Office pO. Box uou1^^Tigard,Oregon o72n1 4060 Hudson AveNE•SalemORV7oo1Box7918,8a»d ~-^�,n(s«3>a»4'o4o»^F*�(aon)aV4'oeo4 Pxuna(non)so*'1`ao.FAX(s` P.O.�3)589-1309 Phone(541) 1) o_y1OR 97708 REPORT OF X 12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 08/29 . 2O 03 Job No. T0303481 Permit No: BUP2003-00211 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 1:3500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD ContractorHOFFMAN CONSTRUCTION CO (JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 252 Load#2 Ticket#: 428692 Weather: SUNNY Air Temp. at Sampling Time: 65 Test Time: 7:30 Cylinders were cast for the following location: FOOTINGS AT GRIDS X . 1-X .5/X . 1-X .F Total Concrete Placement Location: SAME AS ABOVE ALBOA WALLS O. 2.7-4.8 Cubic Yards 19.5/70 Max Aoo Strength Req'd 4000 -PSI @ 28 Days - Conc.Temp. 77 -%Air: N/T ' S|ump:5" - Cement Type: vlix Number:241 -Admix/Amount: Set Test @ Register Date Date Total Area Unit Corrected Testedmv. Days Number Rec'd Test LoadPSI PSI By I 7 4145 09/02 09/05 121140 28.27 4290 AF 28 4145 09/02 09/26 28 4145 09/02 09/26 28 4145 09/02 09/26 ko: cc: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO < } l SITE KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Proj Mngr: D. LEACH ast by: R FuJUTHRO Reviewed by: |i i -+ ,-= 46, ur report pertains to the material only. Information contained herein is not to be reproduced,except in full,without prior authori this office. Main Office Salem Office Bend Office P.O.Box 23814 4060 Hudson Ave., NE P.O.Box 7918 C r s onigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Testing, Inc Inc. Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 ,,,-.4NFAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 August 29, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: August 26, 2003 PROJECT: City of Tigard —New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88, -84, WABO#GOU171964,ACI#982297 08-26-03: As requested, CTI representative was on site for rebar and concrete special inspections on stem walls from footing to slab-on-grade height. Verified rebar for size, grade, placement, lap, and clearance for conformance with approved plans. Verified placement of anchor bolts at required locations according to approved plans. Cast (1) set of (4) cylinders on approximately (20) cubic yards of approved mix 0241 from Glacier Northwest. Concrete was placed by pump and mechanically vibrated. '""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 0 work that are non-conforming items are clearly 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. Respect Ily submitted, CARL:ON TESTING, INC. ,'�•glas W. Leach hief Executive Officer RG/sab cc: City of Tigard Building Dept— Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Jobsite) — Dirk Koopman • instruction Inspection&Reiated Tests Carlson Testing, Inc. Geotechnical Consulting Main Office Salem Office Bend Office '....\.0.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O.Box 7918•Bend,OR 97708 ,ione(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF `='x 12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C:31/C1064/C143 f��'_:I ;;r , 20 i _; Job No. T!(303481 Permit No: BUF2003-002 1 1 Date Molded: RECEIVED Client: CITY OF TIGARD C:/O SHIELS OBLETZ _IOHNSEN - C: BAHLMAN SEP 2 6 2003 Project: CITY OF TIGARD - NEW LIBRARY PROJECT SHIELS OBLETZ,OHNSEN Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD Contractor HOFFMAN iAN CONSTRUCTION CO (JOE: S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 54 Load#1 Ticket#: 42:8621 Weather: OVERCAST 6: MILD Air Temp. at Sampling Time: 1 Test Time: 71:00 AM Cylinders were cast for the following location: WALLS FROM FOOTING TO SLAB-ON-GRADE HEIGHT (STEM WALLS ) FROM GRIDLINE,_, 8-4.8 ON A LINE Total Concrete Placement Location: SAME AS ABOVE Cubic Yards 9 5/19 Max Agg 400 t 77 -%Air: N/T - Slump:5-5"-F'� -Cement Type: I- Strength Req'd -PSI ��-� Days- Conc.Temp. ` Mix Number:t f'.`41 -Admix/Amount: Set Test @ Register Date Date TotalArea Unit Corrected Tested No. Days Number Rec'd Test Load PSI PSI By ?8.22 4: r0 SM I 7 �;�,:�:�, c08/27C}': /C�2 121420 2 989 08/27 09/2= 139240 ,7:R„2E 4930 SM _ / _ r•M , 8 _:989 f 8/'27 09/'2:3 1_:87 :0 28.25 4910 S 28 3989 08/27 09/.:3 140,=20 _ ._ Fi 4960 SM Remarks:,_, : CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO (JOB ' KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON F'r-•oj t'Ingrt D. LEACH Cast by: R. GOUTHRC i Reviewed by: J i rn H 1i-t .. .. --- --- ..,,,.„,f—;,i t. t.,-iiinsnected only.Information contained herein is not to be reproduced,except in full,without prior authorizati. /1..m this office. fL( O -(23 Carlson Testing, Inc. Construction Inspection&Related Tests Geotechnical Consulting Main Office Salem Office Bend Office P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 970\� P.O. Box 7918•Bend,OR 97708 Phone(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)( 9 ` 09 Phone(541)330-9155•FAX(541)330-9163 REPORT OF r�,X 1: CONCRETE TEST SPECIMENS �` \� 'le o Test Methods: ASTM C172/C1' 1/C:9/C:3;1/C:10;4/C:1 C \\ i0 Date Molded: r)8/26 , 20 Of; Job No. Ti):moi)3481 Permit No: L3UF"2 00_:-0021 1 Client: ,'`CITY OF TIGARD - GUS DUENAS Project: C:ITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD ContractorHOFFMAI'x CONSTRUCTION CO (.JOB S Sub Contractor Concrete Supplier: GLACIER NORTHWEST Truck#: Fi4 Load#:I Ticket#: 428621 Weather: ItVERC:AST ;<, MILD Air Temp. at Sampling Time: 68; Test Time: 7:±_)±_) AM Cylinders were cast for the following location: WAl I S FRi fNl Fi"it iTIN(i Tri SI Afi-t';N-(";RADF HFIG HT (STEM WALLS) FROM GRIDLINES 8-4.8; ON A LINE Total Concrete Placement Location: ^AMP A. AP:INF Cubic Yards 9.5/19 MAY Ago Strength Req'd 4;)i O -PSI @::7•R Days- Conc. Temp. 77 - %Air: N IT - Slump:F,_F; -Cement Type: T-T- Mix Number:r) .41 -Admix/Amount: Set Test © Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By 1 7 :3989 OR/27 09/02 121420 28.22 - 47100- _:9R9 08 /' ri 989 OR/_'7 09/2_ HOLD •-9'_,9 08/27 emarks: - CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION Cr i. JS SITE KPFF - JOHN MAYER SRG PARTNERSHIP' - BRUCE BARTON Prj�.J Mngr': D. LEACH �/ ast by: R, GOUTHRO Reviewed by: _ _ 4im�/i Jr report pertains to the material testedMspected only. Information contained herein is not to be reproduced,except in full,without prior auth.' 'i., from this office. Main Office Salem Office Bend Office P.O. Box 23814 ,060 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Carlson Testing, Inc. Phone (503)684-3460 Phone(503)589-1252 Bend,OR 97708 FAX(503)684-0954 FAX(503)589-1309 PFAX(541)330-9163 one(541) 5 August 26, 2003 10303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: August 21, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88, -84,WABO#GOU171964,ACI#982297 08-21-03: As requested, CTI representative was on site for concrete and rebar special inspections at the following areas: 1. Interior column footings at grids: 2/B 3/B 4/B 5/B 2/C 3/C 4/C 7/B 3/D 4/D 5/C 2/D 5/D 6/D 7/D --� 4/E 7/E 2. Braced frame footings at the following grid lines: 8/A.8-C.2 6/A.8-C.2 1/A.5-C.2 E/1.8-3.2 E/4.8-6.2. 3. Exterior footings between grids: E/2-7 8/A-E Verified rebar was in accordance with approved plans and typical details on S5.1. Checked for size, grade, placement, lap, and clearance and found all of the above areas to be in compliance with approved plans. On this same date, CTI representative performed concrete sampling for areas mentioned. Cast (2) sets of(4) cylinders on approved mix 0241 from Glacier Northwest. Concrete was laced b pump and mechanically vibrated. p y Verified rebar on walls along A line/1-8 from foundation to slab-on-grade elevation. Rebar was found to be in general compliance, with the exception of corner bars and clearance, which need to be inspected tomorrow prior to pour. Also inspected rebar and concrete in (2) elevators shafts from foundation to slab elevation. Concrete mix was 0241 from Glacier Northwest. On this date, approximately (209) cubic yards were placed. s � August 26, 2003 T0303481.CTI Page 2 of 2 ***CHECK ONE BOX ONLY*** 1. This is a preliminary inspection only. —OR— YES NO 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 office. this Respectfu submitted, CARLS./ TESTI , INC. ►ou%I-4 W. Leach hi •f ecutive Officer /sab cc: City of Tigard Building Dept—Hap Watkins KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Jobsite) — Dirk Koopman Cw .��k�w� �� N / 4�� ~ ��g, Inc. ~~~ onstruction Inspection &Related Tests Geotechnical Consulting Main Office Salem Office Bend Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE•Salem,OR 97301 P.O.Box 7918•Bend,OR 97708 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 08/21 , 20 03 Job No. T0303481 permitNo: BUP2003-00211 Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD Contractor:HOFFMAN CONSTRUCTION CO (JOB S Sub Contractor Concrete Supplier: GLACIER NORTHWEST Truck#: 54 Load#14 Ticket#: 428574 Weather: CLEAR Air Temp. at Sampling Time: 76 Test Time: 08:35 Cylinders were cast for the following location: BRACE FRAME FOOTING @ 8/A-13 iota!Concrete Placement Location: INTERIOR PAD FOOTINGS 2-7/B-E v PERIMETER FOOTING FROM E/2-8 9 Cub i c Yards Slump:---~~�- Cement Type: I/I: }ixNumboc024 'AdmhoAmouni: Set Test @ Register Date Date Total Unit Corrected Tested Area No. Days Number Rec'd Test Load PSI PSI By SM 2R 3:::Fit, 08/22 09/1E 146540 28.21 5190 SM -~' ` MAYER CONST Co �� SITE KPFF -SRG PARTNERSHIP - BRUCE BARTON rroj Mngr: D. LEACH / ' iby: material»»«�o«�omummotested/inspectedon� Information�-- Reviewed by: `/ � ^ � � _+ .- oonm�odho��mm�hompmUuood except��U without "� ' ' Carlson Testing Inc• instruction Inspection&Related Te: 1 • Geotechnical Consuiti. Main Office Salem Office Bend Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE•Salem,OR 97301 P.O. Box 7918•Bend,OR 97708 Phone(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-916 REPORT OF ` = CONCRETE TEST SPECIMENS Test Methods: ASTM C:172/C1231/C::=,'=1/C:=:1/C1064/C:143 Date Molded: 0;-;/2 1 , 20 03 Job No. T0: 03481 BUF'',='00:3;-00'_ Permit No: 1 1 Client: CITY OF TIGARD - GUS DUENAS Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 1':' 00 SW HALL BLVD TIGARD !�R TIGARD Jurisdiction: Contractor:HOFFMAN CONSTRUCTION C:0 (JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 4 Load#14 Ticket#: 428574 Weather: CLEAR Air Temp. at Sampling Time: 76 Test Time: 08--;:: 5 • Cylinders were cast for the following location: BRACE FRAME FOOTING @ 8/A-B Total Concrete Placement Location: INTERIOR PAD FOOTINGS 2-7/B-E, PERIMETER FOOTING FROM E/2. A-E/:=., O.', AND BRACE FRAME AT 6-6/E, 2-3/E Cub i c Yards Max Agg Strength Req'd 400x: -PSI @ 28 Days- Conc. Temp. 75 - %Air: N/T - Slump:4.2 '" - Cement Type: Mix Number:°241 -Admix/Amount: Set Test @ Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By II 7 =:3FA OR/22 03/2R 1:34800 28.36 4750 SM 2 ;b6 08/2.2. ta9/1: • %!r:. 08/22 09/18 HOLD ;;1br OR/22 Remarks:,_,., CITY OF TIGARD BUILDING DEPT - HAP WAT HCOFFMAN CONSTRUCTION C.C., JOB KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Proj Mrigr• D. LEACH Cast by: R. GCiUTHRO Reviewed by: •J i in H i et Sas Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authorizati. r'm this offic Carlson Testing Inc• "1 onstruction Inspection &Related Tests Geotechnical Consulting Main Office Salem Office P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE• Bend Office - one(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(P.b )330-91Box 855•FAX O(541)330-9163 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C:1231/C39/C31/C1064/C143 Date Molded: 08/21 20 r,>;LL; Job No. TO _)_,4:x:1 Permit No: BUF2003-0r0`1 1 Client: CITY OF TIGARD C:/O SHIELS OBLETZ •JOHNSEN - C: BAHT.-MAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD Contractor:HOFFMAN CONSTRUCTION CO (JOE: S Sub Contractor. Concrete Supplier: GLACIER NORTHWEST Truck#: 65 Load#3 Ticket#: 42.'8563 Weather: CLEAR Air Temp. at Sampling Time: A5 Test Time: 07:08 Cylinders were cast for the following location: INTERIOR COLUMN FADS AT / B-E Total Concrete Placement Location: ELEVATOR WALLS FROM FOOTING TO S.O.G. , AND BRACE FRAME FOOTI NG AT 6'/A-B v E/2 AND E/5-6 Cubic Yards 29.F OF 209 Max A'g'g Strength Req'd 4000 -PSI @ 28 Days- Conc.Temp.P• 74- /o Air: IV/7 - Slump:f.S" - Cement Type: I/I Vlix Number:0241 241 -Admix/Amount: Set Test @ Register Area No. Days Number Recd Test Date Date Total Unit ! Corrected Tested Load I 7 3857 08/22 PSI By {) :/'22 OR/2R 120)5:_:0 ,*:=4.3i;�4 SM i 2R _:57 08/22 09/18 1469002tJn[= I,_1 5- if_) SM 03/22 09/1G 145320 - _ ....._ .;'1 5150 SM 2:8 3857 08/22 09//1:_ � aM Ths:cc 4 CITY OF TIGARD BUILDING DEFT FF'FF - JOHN MAYER HAP WAT HOFFMAN C:�►tdSTRUG:TI� air( CO -I')E SITE SRG PARTNERSHIP - BRUCE BARTON Proj Mngr: D LEACH / . st by: ____ R ra a I rug 1-1 Reviewed by: . I i rn H i Pi-,f-IN; �// / report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authoriza'•n this office. Carlson TeStln Instruction Inspection &Related Tests g, Inc. Geotechnical Consulting Main Office Salem Office Box 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE•Salem,OR 97301ox Bend Office _....P.O.ne(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9191855•589 •Bend, 97708 330-9163 REPORT OF r=' X 12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: 08/21 i t:; Ti y_;t_t:�;�_ 1 , 20 - ' Job No. Permit No: BUF''20O: -c")C};•1 1 Client: CITY OF TIGARD - GUS DUENAS Project: CITY OF TIGARD •-• NEW LIBRARY PROJECT Address: 1. 500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD Contractor:HOFFMAN CONSTRUCTION C:0 (JOE: E Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: Load#'' Ticket#: — -- Weather: CLEAR Air Temp. at Sampling Time: -'F Test Time: r>7:t_t;;: cylinders were cast for the following location: INTERIOR COLUMN PADS AT 2H7 / B-E otal Concrete Placement Location: ELEVATOR WALLS FROM FOOTING TO S•0•G. , AND BRACE FRAME FO_ITI NG AT E:/A-B,E/2-3 AND E/5-6 Cubic Yards 29.5 OF 209 Max Agg trength Req'd 4000 -PSI @ 28 Days- Conc.Temp. 74- %Air: N/Tr" - Slump: - Cement Type: I/I fix Number:041 -Admix/Amount: Set Test 0 Register Date Date No. Days Number Recd Test Total Area Unit Corrected Tested I '-� Load PSI PSI By 7 - __57 08/22' 0E;/2:=: 120Fn0 4: - ,:::;r'• '•F' _ ��.�t) SM 28 3857 0;_:/22 09/1R 28 :3857 OR/22 09/18 HOLE =857 ksc`r CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO /JOB SITE KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Pr''_'j Mrigr : D. LEACH t by: R. GOUTHRO Reviewed by: •J i m H i etpas 4 •eport pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authori io /from this office. Carlson Testing Inc• Construction Inspection &Related Tests Geotechnical Consulting Main Office Salem Office Bend Office P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O.Box 7918•Bend,OR 97708 Phone(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF `=' X 12 CONCRETE TEST SPECIMENS Test Methods: ASTM C17'2/C1'. 1/C:39/C31/C10 ,4,C.14 Date Molded: 0 /'21 , 20 i)'=: Job No. TC-13(-"3481 E:UF2Oc_>_,-0 >21 1 Permit No: Client: CITY OF TIGARD - GUS DUENAS Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 1: 5c-�'i SW HALL BLVD TIGARD OR TIGARD Jurisdiction: Contractor:HOFFMAN C:ONSTRUC:TICIN C:O (JOB S Sub Contractor. Concrete Supplier: GLACIER NORTHWEST Truck#: 65 .Load#:3 Ticket#: "'= :5`-` -: Weather: CLEAR Air Temp. at Sampling Time: Test Time: n7-t t:=: Cylinders were cast for the following location: INTERIOR COLUMN PADS AT 2-7 1' B-E Total Concrete Placement Location: ELEVATOR WALLS FROM FOOTING TO S.0.G. , AND BRACE FRAME FOOTI NG AT /A-B,E/2-3 AND E/5-4 Cubic Yards =9.5 OF 209 Max• A'jg Strength Req'd 4000 -PSI ® 2'' Days- Conc.Temp. 74- %Air: 1\1/T - Slump:6" - Cement Type: I/I Mix Number:c-k24 1 -Admix/Amount: Set Test @ Register Date Date Total Area Unit Corrected Tested No. Days Number Rec'd Test Load PSI PSI By I 7 3857 OR/22 OR/2F 120530 ,R, a,= 42F0 SM 28 :3857 08/22 09/18 28 3857 08/22 09/1R HOLE 3857 OR/22 lemarks:,-c: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFFMAN CONSTRUCTION CO _IOB SITE KF'FF - JOHN MAYER / SRG PARTNERSHIP - BRUCE BARTON Pr-in j Mrn r-•: D. LEACH ,ast by: R. GOUTHRO Reviewed by: J i m H i e teas ur report pertains to the material testedfinspected only. Information contained herein is not to be reproduced,except in full,without prior authori io/from this office. Construction Inspection &Related TCarlson Testing, ins. Geotechnical Consuls Main Office Salem Office Bend Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE•Salem,OR 97301 P.O. Box 7918•Bend,OR 97708 Phone(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-91 REPORT OF r-' X 12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231 /C39/C31/C1064/C143 Date Molded: 08/21 , 20 (f=' Job No. 10303481 BUF"2003-00211 Permit No: Client: CITY OF TIGARD - GUS DUENAS Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 1. 500 SW HALL BLVD TIGARD OR TIGARD Jurisdiction: Contractor:HOF FMAN Ci�NSTRUC'TI►.IM C:O JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 54 Load#14 Ticket#: 428574 Weather: CLEAR Air Temp. at Sampling Time: 76 Test Time: (8 Cylinders were cast for the following location: BRACE FRAME FOOTING @ 8/A-B Total Concrete Placement Location: INTERIOR PAD FOOTINGS -7/B-E, PERIMETER FOOTING FROM E/'2 A-E/81 0.9 AND BRACE FRAME AT 5-6/ET -:3/E Cub i c Yards Max Agg Strength Req'd 40c)0 -PSI CO)28 Days- Conc. Temp. 75 - %Air: N/T - Slump:4=' 5 - Cement Type: Mix Number:0241 -Admix/Amount: Set Test © Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By I 7 :3856 08/22 08/28 134R00 28.36 4750 SM 2R :::RFA OR/22 09/1R 74RF1 0_/22 09/1 HOLD 3:15r_. OR/22 Remarks:cc C:ITV OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUC:TICiN CC JOB K:F'FF - JOHN MAYER / SRG PARTNERSHIP - BRUCE BARTON Proj D. LEACH Cast by: R. GOUTHRO Reviewed by: 1 i rn H i e tpas Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authorizati• rI m this offs, Main Office Salem Office Bend Office P.O.Box 23814 .,,J60 Hudson Ave.,NE P.O.Box 7918 Tigard,Oregon 97281 Salem,OR 97301 Bend,OR 97708 Carlson Testing Inc. Phone (503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589 1309 FAX(541)330-9163 August 19, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: August 14 and 15, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88, -84,WABO#G0U171964, ACI#982297 08-14-03:'s n fmsr.�r,fl/nczl As requested, CTI representative was on site for rebar and concrete inspections on footings at grid line A/2-8, A'/1.6-2.7, 3/HN, and A-B/1.6. Verified rebar and bolt in concrete per approved plans. Reference details on S5.1 and foundation plan on S2.1. Cast (1) set of (4) cylinders on approved mix from Glacier Northwest concrete mix no. 0241 (4000 psi). Approximately (60) cubic yards were placed using tailgate method and mechanically vibrated for consolidation. .-� To the best of this inspector's knowledge, all items above were in general compliance with approved plans. Also verified rebar for size, grade, placement, lap, and clearance for elevator sump pits found to be in general compliance. 08-15.03:'I As requested, CTI representative was on site for concrete and rebar placement special inspections on elevators slab-on-grade and sump pits. Verified rebar for size, grade, placement, lap, and clearances in conformance with approved drawings. Cast (1) set of (4) cylinders on approximately (10) cubic yards of mix no. 0241, the approved mix from Glacier Northwest, which was placed by tailgate and mechanically vibrated for consolidation. ***CHECK ONE BOX ONLY*** YES NO 1. This is a preliminary inspection only. —OR— E 2. The work inspected conforms to acceptance criteria listed above. If"No,"the portions of the work that are non-conforming items are clearly 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 ® 0 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. August 19, 2003 T0303481.CTI Page 2 of 2 If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARL •N TESTI r, I N k/ Douglas W. Leach Chief Executive Officer RG/sab cc: City of Tigard —Gus Duenas KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Jobsite) — Dirk Koopman 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)FAX(503)684-0954 FAX(503)589Phone(503) 1 3092 FAX(541)O 541)33091635 August 19, 2003 10303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: August 14 and 15, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88, -84,WABO#G0U171964,ACI#982297 08-14-03: As requested, CTI representative was on site for rebar and concrete inspections on footings at grid line A/2-8, A'/1.6-2.7, 3/HN, and A-B/1.6. Verified rebar and bolt in concrete per approved plans. Reference details on S5.1 and foundation plan on S2.1. Cast (1) set of (4) cylinders on approved mix from Glacier Northwest concrete mix no. 0241 (4000 psi). Approximately (60) cubic yards were placed using tailgate method and mechanically vibrated for consolidation. To the best of this inspector's knowledge, all items above were in general compliance with approved plans. Also verified rebar for size, grade, placement, lap, and clearance for elevator sump pits found to be in general compliance. 08-15-03: As requested, CTI representative was on site for concrete and rebar placement special inspections on elevators slab-on-grade and sump pits. Verified rebar for size, grade, placement, lap, and clearances in conformance with approved drawings. Cast (1) set of (4) cylinders on approximately (10) cubic yards of mix no. 0241, the approved mix from Glacier Northwest, which was placed by tailgate and mechanically vibrated for consolidation. ***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 clearly 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 ® 0 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. August 19, 2003 T0303481.CTI Page 2 of 2 If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARL N TESTI , IN .% 3 Douglas W. Leach Chief Executive Officer RG/sab cc: City of Tigard—Gus Duenas KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Jobsite)— Dirk Koopman Carlson Testing, Inc• " ortstruct%on Inspection&Related Tests Geotechnical Consulting Main Office Salem Office Bend Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O. Box 7918•Bend,OR 97708 ,.lne(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Test Methods: ASTM 0:172/C1'231/C39/C31/C1064./C:14 Date Molded: 08/15 20 0:4; Job No. 10303481 Permit No: BUF'20 -0021 1 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD Contractor1OFFMAN CONSTRUCTION CO (JOB S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 7054 Load#1 Ticket#: 428467 Weather: OVERCAST & MILD Air Temp. at Sampling Time: 70 a Test Time: 10:20 Cylinders were cast for the following location: SUMF' PIT AND S 0.G. FOR BOTH H ELEVATOR PITS Total Concrete Placement Location: .-� Cubic Yards 10 OF 10 Max A�qq Strength Req'd 4000 -PSI 6:428 Days- Conc.Temp. 7:3 - %Air: N/T - Slump:4" - Cement Type: I/I: Aix Number:O 41 -Admix/Amount: Set Test @ Register Date Date Total Area Unit Corrected Tested No. Days Number Rec'd Test Load PSI PSI By 7 :3697 08/18 08/22 10A300 00 2 8 .2: 376c0 SM 28 3697 08/18 09/12 154740 2_ . .L5 SFrOct RLL 28 :3697 08/18 09/12 149A90 2R. 15 5320 RLL 28 3.697 08/18 09/12 1576402R. 1.5.. .G�r.t:r0 RLL t ks'cc: CITY OF TIGARD BUILDING DEPT HAP WAT HOFFMAN CONSTRUCTION CO JOB SITE KPFF - JOHN MAYER - SRG PARTNERSHIP - BRUCE BARTON Proj Mngr: D. LEACH . :ast by: R• G�►UTHR>_+ I Reviewed by I ' , „ ' - /�/, ur report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authoriz- I f from this office. Carlson Te s tin Inc. ^mstructfon Inspection &Related Tests �> Geotechnical Consulting Main Office Salem Office Bend Office P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O. Box 791� 97708 Nne(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-91855•252 •Bend, R 330-9163 REPORT OF r' X 12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/01231/C:_9/C:=.1/C1064/C143 Date Molded: 08/15 , 20 O:. Job No. T0:303451 E;UP, t itis -t 0 Permit No: 11 Client: CITY OF TIGARD - GUS DUENAS Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR TIGARD Jurisdiction: ContractorHUFFMAN CONSTRUCTION CO (JOB S Sub Contractor. Concrete Supplier: GLACIER NORTHWEST Truck#: 7054 Load#• Ticket#: 428467 Weather: OVERCAST .3: MILD Air Temp. at Sampling Time: 70 Test Time: 10;2ti Cylinders were cast for the following location: SUMP PIT AND S•0.G G. FOR BOTH ELEVATOR PITS Total Concrete Placement Location: Cubic Yards 10 OF 10 Max Agg Strength Req'd 4000 -PSI @28 Days- Conc.Temp. 7 -%Air: NI/T - Slump:4" - Cement Type: I/I a Mix Number0241 -Admix/Amount: Set Test @ Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By 7 :3697 OR/ OR/22 10x'._00 28.24 3760 SM 28 3697 08/18 09/12 28 6.c97 08/18 09/12 HOLD 697 08/1R *s6:: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO (JOU SITE KPFF - JOHN MAYER SF:G PARTNERSHIP - E:RUC:E BARTON Pr-o } Mrgr- e D. LEAC:H ;ast by: R• GOUTHRt=t Reviewed by: ._f i m )ur report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authorizatio l!i o this office. 8 M.,09 Carlson Testing Inc• Construction Inspection &Related Tests Geotechnical Consulting Main Office Salem Officelt Bend Office P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE•Salem,OR 9 -.1 O. Box 7918•Bend, Phone(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX OR(541)97708 ( ))��C<� Phone(541)330-9155•FAX 330-9163 REPORT OF 6 X. 1 C:�=tNC:RETE TEST SPECIMENS n "i 75 Test Methods: ASTM C.17'2/C1'2_;1/C=:'=r/C=.1/C1t:i+�,4/C:143k— 0 -"\ : Date Molded: T°3°3481'—`:\ , 20 - - Job No. \ Permit No: UF'20i; -c7s a 1 1 Client: CITY OF TIGARD - GUS DUENAS Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR TIGARD Jurisdiction: ContractorHOFFMAN CONSTRUCTION CO (.J0E S Sub Contractor Concrete Supplier: GLACIER NORTHWEST Truck#: 7054 .Load#f Ticket#: 428467 Weather: OVERCAST & MILD 7� Air Temp. at Sampling Time: Test Time: 10:20 Cylinders were cast for the following location: SUMP PIT AND S.0.G. FOR BOTH ELEVATOR FITS Total Concrete Placement Location: Cubic Yards 10 OF 10 Max Agg Strength Req'd 4000 s -PSI C©28 Days- Conc.Temp. 7:3 - %Air: N/T - Slump: •" - Cement Type: I/I: Mix Number:0241 -Admix/Amount: Set Test CO Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By 7 :3, 97 OR/1R OR/22 1ci6.:t-Jo 28 ,24 3760 SM :=:(z.97 08/18 09/12 2R :7.:A97 08/18 09/12 HOLD :3697 08/18 emarks;_c: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO (JOB SITE KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON Pno,_j Mrngn: D. LEAC:H 4 ;ast by: R. GOUTHRO Reviewed by: . 1 i m H i 7f.. gs 104 )ur report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authorizatio IP() this office. o (7?_ � Construction Inspection &Related Tests Carlson Testing, Inc• Geotechnical Consulting Main Office Salem Office O 5 S P.O.Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P. B�c 8 5 F ( 1)97708 Phone(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 . e{?ho�(�1)330=9155•F 41)330-9163 REPORT OF r X 12 CONCRETE 'IV SPECIMENS Test Methods: OSTM C:17 /01' :11/G :'-rfC: 1/C1s.�r=,�/C1 :1 Date Molded: 08/14 , 20 °3 Job No. 10:10 3481r Permit f�[sj� OF2003-00',_;1 1 Client: CITY OF TIGARD - GUS DUENAS Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR TIGARD Jurisdiction: Contractor:HOFFMAN CONSTRUCTION CO (_lOE, S Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 7065 Load#l' Ticket#: 428423 Weather: SUNNY Air Temp. at Sampling Time: 70 Test Time: 7::30 Cylinders were cast for the following location: FOOTING ON A LINE Total Concrete Placement Location: SAME AS ABOVE Cub i c Yards 19/52 Max Agg Strength Req'd 4000 -PSI ©28 Days- Conc.Temp. 74-%Air: N/T '1 Cement�• 1/2 - Cement Type: I Mix Number:2 1 -Admix/Amount: Set Test (4? Register Date Date Total Unit Corrected Tested No. Days Number Rec'd Test Load Area PSI PSI By I 7 :3.4 0./1b 08/21 109500 28.44 :::8F;0 SM 28 3642 08/15 09/11 28 3642 08/15 09/11 HOLD 3642 OR/1 iemarks:c,:: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION CO Ii L; SITE KPFF - JOHN MAYER SRG PARTNERSHIP - BRUCE BARTON F'r-'c',j Mngr: D. LEACH ast by: R R. GOUTHRO Reviewed by: .i i m H i et las 411 ur report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authorization fro . is office. • instruction Inspection &Related Tests Carson Testing, Inc. Geotechnical Consulting Main Office Salem Office Bend Office P.O. Box 23814•Tigard,Oregon 97281 4060 Hudson Ave.,NE•Salem,OR 97301 P.O. Box 7918•Bend,OR 97708 (503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9155•FAX(541)330-9163 REPORT OF r-'X 12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Date Molded: OR/14 , 20 03 Job No. 10303481 Permit No: BUF2003-<,>i�2 1 1 Client: CITY OF TIGARD C/O SHIELS OBLETZ JOHNSEN - C BAHLMAN Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD Contractor:HOFFMAN CONSTRUCTION C:0 (JOB S Sub Contractor: Concrete Supplier: GLAC:IER NORTHWEST Truck#: 7065 Load#8 Ticket#: 428423 Weather: SUNNY Air Temp. at Sampling Time: 70 Test Time: 7 n 30 Cylinders were cast for the following location: FOOTING 2-8 ON A LINE Total Concrete Placement Location: SAME AS ABOVE Cubic Yards 19/52 Mn., A'3'j Strength Req'd 4000 i0 -PSI Days- Conc.Temp. 74 - %Air: N/T - Slump:4 1/;7'L Cement Type: T Vlix Number:241 -Admix/Amount: Set Test @ Register Date Date Total Area Unit Corrected Tested No. Days Number Rec'd Test Load PSI PSI By I 7 :=642 i 5/15 08/21 109500 28.44 3850 SM LS =:r-:42 08/15 09/11 146620 2R.20 5200 SM 28 3642 08/15 09/11 145930 2R 20 517') SM 28 3642 08/15 09/11 147:3 30 _ _ < 52'20 SM ks:VST: C:ITY OF TIGARD BUILDING DEPT — HAP WAT HOFFMAN CONSTRUCTION CO r ICO SITE KPFF — JOHN MAYER SRG PARTNERSHIP -- BRUCE BARTON Pr•ci,:j Mrgr- n D. LEACH ;ast by: R- G1 'UTHRO Reviewed by: 1 ur report pertains to the material tested/inspected only. Information contained herein is not to be reproduced,except in full,without prior authorizatio to this office. Cr�l s o n Te s t i n Y Y1 •truction Inspection&Related Tests v C Geotechnical Consulting Main Office Salem Office Box 23814•Tigard,Oregon 97281 4060 Hudson Ave., NE•Salem, OR 97301x Bend Office .....,P.O. •Bend,OR 97708 ne(503)684-3460•FAX(503)684-0954 Phone(503)589-1252•FAX(503)589-1309 Phone(541)330-9191855•FAX(541)330-9163 REPORT OF 6 X12 CONCRETE TEST SPECIMENS Test Methods: ASTM C172/C1',_: 1/C:_'=r/C_1/C:1tjr. •/C:1 •:=, Date Molded: 08/14 , 20 t-i Job No. T03°3481 Permit No: BUF'200: -0021 1 Client: CITYOF TIGARD - GUS DUENAS Project: CITY OF TIGARD - NEW LIBRARY PROJECT Address: 13500 SW HALL BLVD TIGARD OR Jurisdiction: TIGARD ContractorHOFFMAN CONSTRUCTION CO (JOB 5 Sub Contractor: Concrete Supplier: GLACIER NORTHWEST Truck#: 7065 _ Load#��=� Ticket#: 428423 Weather: SUNNY Air Temp. at Sampling Time: 70 Test Time: 7:30 Cylinders were cast for the following location: FOOTING 2-8 ON A LINE Total Concrete Placement Location: SAME AS ABOVE Cubic Yards 19/52 Max Agg Strength Req'd 4000 -PSI ©28 Days- Conc. Temp. 74 o - /o Air: Nil- - Slump: 1/2'1 Cement Type: I vlix Number:24 1 -Admix/Amount: Set Test © Register Date Date Total No. Days Number Recd Test Load Area Unit Corrected Tested PSI PSI By I 7 :3642 OE,/1F, 08/21 1O950i7 - SM 28 3642 08/15 09/11 28 3642 08/15 09/11 HOLD :3642 08/15 a•ks:,-,-: CITY OF TIGARD BUILDING DEPT - HAP WAT HOFFMAN CONSTRUCTION COIt, KPFF - JOHN MAYER B SITE SRG PARTNERSHIP - BRUCE BARTON F'r-•o..j Mr7gr- : D. LEACH st by: R. GOUTHR>_i , Reviewed by: .t i rn H i p t.; as 411 •report pertains to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,without prior authorization fro is office. Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave.,NE P.O.Box 7918 Card on Testin IncTigard,Oregon 97281 Salem,OR 97301 Bend,OR 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 August 19, 2003 T0303481.CTI Permit No. BUP2003-00211 File No. M03-03 FIELD INSPECTION REPORT DATES COVERED: August 13, 2003 PROJECT: City of Tigard —New Library Project ADDRESS: 13500 SW Hall Blvd—Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88, -84. WABO#GOU171964, ACI#982297 08-13-03: As requested, CTI representative was on site for rebar inspection for footings along the following grid lines: 2-8/A B-1.6/A 1.6-2.7/A" 3/HN Verified rebar for size, grade, location, clearance, and lap in accordance with a Reference details: foundation plan on S2.1 and footing details on S5.1. pproved plans. Rebar and anchor bolts still need to be checked prior to concrete placement. Rebar at grid lines A/2-3 at braced frame still in process of placing. ***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 clearly 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, CARLS i, TES NG C. 1111 Douglah . Leach Chief Executive Officer RG/sab cc: City of Tigard —Gus Duenas KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Jobsite)- Dirk Koopman 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 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589-1309 FAX(541)330-9163 August 19, 2003 T0303481.CTI E fi V Permit No. BUP2003-00211 r‘� File No. M03-03 LI 44 FIELD INSPECTION REPORT CI l; r Vii= TIGARD DATES COVERED: August 13, 2003 PROJECT: City of Tigard — New Library Project ADDRESS: 13500 SW Hall Blvd —Tigard, OR INSPECTOR: R. Gouthro, COP#771, ICBO#1041477-88, -84, WABO#GOU171964,ACI#982297 08-13-03: As requested, CTI representative was on site for rebar inspection for footings along the fallowing grid lines: 2-8/A B-1.6/A 1.6-2.7/A" 3/HN Verified rebar for size, grade, location, clearance, and lap in accordance with approved plans. Reference details: foundation plan on S2.1 and footing details on S5.1. Rebar and anchor bolts still need to be checked prior to concrete placement. Rebar at grid lines A/2-3 at braced frame still in process of placing. ***CHECK ONE BOX ONLY`** YES NO 1 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 clearly 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 E El 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, CARLS a TES NG C. 110) Dougla%, . Leach Chief Executive Officer RG/sab cc: City of Tigard —Gus Duenas KPFF—John Mayer SRG Partnership— Bruce Barton Hoffman Construction Co (Jobsite)— Dirk Koopman