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Home My WebLink AboutMiscellaneous Field Test & Inspection Report 2013-7-12 �® Page 1 of 1 rESnncsivsPECrmNK Gcutmhnlaul Construction�..r.,<„ Geoted,meal&Construction Servioes Daily Field Report • a Client: Ms. Connie Speck Project: Giustina Resources Office Bldg. Date: 07-12-13 Giustina Resources 200 International Way Project No.: 2137002 PO Box 529 Springfield, Oregon Report No.: E-34424 Eugene, Oregon 97440 Inspector: M. Meyer ID No.: -- Inspection of: Shear Wall Nailing Weather: Inside Continuous Inspection: ❑ Contractor: Chambers Construction Co. BP No.: 811-SPR2012-02519 Periodic Inspection: Performed nailing inspection on the re-installed interior face of the W3 & W6 131 floor and 2nd floor shear walls on line 5.1, between lines F and G; on 2, between C and E and on F, between 3 and 5. The 15/32" APA rated plywood was secured to the framing members with 0.148 x 2 1/2" nails. Verified nail spacing at panel edges and at intermediate studs conforms to requirements specified in shear wall schedule. Note: replacement CS 16 straps are not yet installed on 2nd floor wall on line 2. Mel Berkshire (CCC) was advised and was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with plans dated 12-19-12, RFP's 15, 18 and 19 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: /�•�M • Michael L. Me r Technical Manager c: Chambers Construction Co. — Brian Erickson (email) Chambers Construction Co. —Jack Makarchek (email) Robertson Sherwood Architects—Scott Stolarczyk (email) City of Springfield MLM:sn • • This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection, Ines written authorization. 7W NW Commell Avenue•Corvallis,Oregon 97330 phone(541)757.4698•fax(541)757-2991 29540 B Airport Road Eugene,Oregon 97402•phone(541)684-3849'fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 phone(541)382-4844•fax(541)382-4846 • E, Compressive Strength of Concrete list GsINSPEcralxc cn°um!nita!s Construction service, Geotechnical&Construction services (ASTM C 391 CLIENT Ms. Connie Speck PROJECT Giustina Resources DATE 08-30-13 Giustina Resources Office Building PROJECT NO. 2137002 PO Box 529 200 International Way REPORT NO. 9007 Eugene, Oregon 97440 Springfield, Oregon BP NO. 811-SPR2012-02519 DATE CAST 08-23-13 CAST BY D. Delatte DATE RECEIVED 08-24-13 STRENGTH REQUIRED 5000 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 5000 psi SACKS SUPPLIER ESG PRODUCT CODE 390531 CEMENT -- MAX SIZE AGG. 3/4" ADDITIVES Fiber mesh,Tetra guard. AIR CONTENT -- LOAD NO. 2 TICKET NO. 60037446 SLUMP 4" CONCRETE TEMP 80° F YARDAGE 10.0 OF 35.0 TIME 6:35 AM AIR TEMP • 60° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION Slab on grade lines A to B,from 1 to 2 and lines B.2 to C,from 2 to 2.5. LOAD 2 SAMPLED Near 1.58.5. F AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE F (DAYS) (IN.2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE** 08-30-13 7 I 12.56 8.73 71720 5710 3:40 PM I 3 09-20-13 28 I 09-20-13 I 28 Hold "1-End Cones 2-Cone/Split 3-Columnar 4—Diagonal 5—Side(top or bottom) 5—Side(pointed lop or bottom) REMARKS: Mel (CCC)was advised of on-site test results. • Reviewed By: Michael L. Mey Technical Manager c: Chambers Construction Co.—Brian Erickson(email) Chambers Construction Co.—Jack Makarchek(email) Robertson Sherwood Architects—Scott Stolarczyk(email) City of Springfield MLrvt:sn • This report and/or enclosed test data is the confidential properly of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Ines written authorization. 750 NW Cornell Avenue•Corvallis,Oregon 97330•phone(541)757-4698•fax(541)757-2991 • 29540 B Airport Road•Eugene,Oregon 97402 phone(541)6843849•fax(541)684-3851 62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 FE® Page 1 of 1 TESTING S INSPECTION,mr.. Geot.,h„icnla Construction Services Geotechnical&Constnxdionservices Daily Field Report Client: Ms. Connie Speck Project: Giustina Resources Office Bldg. Date: 08-23-13 Giustina Resources 200 International Way Project No.: 2137002 PO Box 529 Springfield, Oregon Report No.: E-34714 Eugene, Oregon 97440 Inspector: D. Delatte ID No.: 1080867-88 ICC Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: ❑ Contractor: Chambers Construction Co. BP No.: 811-SPR2012-02519 Periodic Inspection: Performed inspection on the reinforcing steel for slab on grade, lines A to D, from 1 to 2 and line B.2 to C, from 2 to 2.5. Reinforcing steel was checked for grade, size, lap, placement, quantities and clearance. Reinforcing steel was secured and supported above grade. Observed the placement of 35.0 yards of Eugene Sand and Gravel 5000 psi concrete (mix 390531). Concrete was placed directly from truck and was mechanically consolidated. Slump–4"; air temperature–60F; concrete temperature–80F. To the best of our knowledge, the work inspected was in accordance with emails dated 08-13 & 15, 2013 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed /B ::/yy/ • Mi e L. Meyer r�— Technical Manager c: Chambers Construction Co. – Brian Erickson (email) Chambers Construction Co. –Jack Makarchek (email) Robertson Sherwood Architects–Scott Stolarczyk (email) City of Springfield MLM:sn This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing Si Inspection,Inc.'s written authorization. 750 NW Cornell Avenue.Corvallis,Oregon 97330-phone(541)757-4698 fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402•phone(541)6843849•fax(541)684-3851 62979 NE Plateau Drive,Suite 3.Bend,Oregon 97701 phone(541)382-{844•fax(541)382-4846 ' Page 1 of 1 TfSf/NGs/NSPfCf/ON,Iic. Geotethnical&ConstrudionServices Daily Field Report Geo STIEa NSPECTI Services Client: Ms. Connie Speck Project: Giustina Resources Office Bldg. Date: 07-09-13 Giustina Resources 200 International Way Project No.: 2137002 PO Box 529 Springfield, Oregon Report No.: E-34357 Eugene, Oregon 97440 Inspector: M. Meyer ID No.: -- Inspection of: Strap Nailing Weather: Clear Continuous Inspection: ❑ Contractor: Chambers Construction Co. BP No.: 811-SPR2012-02519 Periodic Inspection: 0 Verified the installation of four (4) CMST C16 straps has been completed at the 1st floor window addition on line 1, between line C & D. Matt Berkshire (CCC) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with RFP 25 dated 06-21-13, and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: Michael L. Me r Technical Manager c: Chambers Construction Co.—Brian Erickson (email) Chambers Construction Co.—Jack Makarchek(email) Robertson Sherwood Architects—Scott Stolarczyk(email) City of Springfield MLM:sn • • ■ This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing 8 Inspection,Inc.'s written authorization. 750 NW Come!!Avenue•Corvallis,Qegon 97330 phone(541)757-4698 fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402•phone(541)6843849•fax(541)684-3851 62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 • FEICompressive Strength of Concrete THIN I1INSPECTION,rnr Geolechni°nl a Construction Service, Geotechnical&Construction Senrices (ASTM C 39) CLIENT Ms. Connie Speck PROJECT Giustina Resources DATE 09-04-13 Giustina Resources Office Building PROJECT NO. 2137002 PO Box 529 200 International Way REPORT NO. 9018 Eugene, Oregon 97440 Springfield, Oregon BP NO. 811-SPR2012-02519 DATE CAST 08-28-13 CAST BY A. Fenstermacher DATE RECEIVED 08-29-13 STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4"x 8" STRENGTH PLACED 3600 psi SACKS SUPPLIER Knife River PRODUCT CODE 30-1 K9 CEMENT -- MAX SIZE AGG. 3/4" ADDITIVES AEA AIR CONTENT 5.4% LOAD NO. 1 TICKET NO. 3979822 SLUMP 5 1/2" CONCRETE TEMP 73° F YARDAGE 10.75 OF ±21.5 TIME 7:15 AM AIR TEMP 62° F WEATHER Clear SPECIMEN STORAGE ASTM C 31 POUR LOCATION Sidewalks along entry road. LOAD 1 SAMPLED Near road,west side. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) F (IN 2) (LOS) LOAD(LEIS) STRENGTH(PSI) (PSI) TEST FRACTURE" 09-04-13 7 12.56 8.40 42020 3350 4:35 PM 3 09-25-13 28 09-25-13 28 Hold 1-End Canes 2-Cone/Split 3-Columnar 4—Diagonal 5—Side(top or bottom) 6—Side/pointed top or bottom) REMARKS: Roger Langliers representative was advised of on-site test results. Reviewed By: Michael Meer Technical Manager c: Chambers Construction Co.—Brian Erickson(email) Chambers Construction Co.—Jack Makarchek(email) Robertson Sherwood Architects—Scott Stolarczyk(email) City of Springfield MLM:sc • This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Ines written authorization_ 750 NW Cornell Avenue Corvallis,Oregon 97330 phone(541)757-4698•fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402 phone(541)684-3849 fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 .phone(541)382-4844•fax(541)382-4846 FE! • TESTING sINSPfC110e,,1nr Geotechnical&Construction Services August 26, 2013 Ms. Connie Speck Giustina Resources Project No. 2137002 PO Box 529 Report No. E-34750 Eugene, Oregon 97440 RE: Giustina Resources Office Bldg. • 200 International Way Springfield, Oregon BP No. 811-SPR2012-02519 Dear Ms. Speck, As requested, our representative visited the above referenced project on August 23, 2013 to place three (3) moisture test kits on the 1st floor slab. Test locations were prepared and the kits were installed per manufacturer's instructions. The test kits were left in place for approximately 69.5 hours and were then collected on August 26, 2013. Results of the tests have been summarized in the table below. Calcium Chloride Moisture Vapor Emission Test ASTM F 1869-04 Total Weight Lbs/per 1000 Sq. Ft Approximate Location Hours Gain (g) in 24 Hours pH Room 114 69.5 3.6 6.1 Room 113 69.5 3.9 6.6 -- Room 129 69.5 3.7 6.3 7 Temperature/Humidity Data Air Temperature Relative Humidity Beginning of Test 65° 85% End of Test L 65° 85% Reviewed By: • Michael L. M er Technical M nager c: Chambers Construction Co. —Brian Erickson (email) Chambers Construction Co. —Jack Makarchek(email) Robertson Sherwood Architects—Scott Stolarczyk (email) City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection.Inc.'s written authorization. 750NM/CanelAwe•Gave,Qe m9733)-(1nle(541)757-0 •fac(541)757-2931 • 2t 406/vpatRmi'Euene Oe)m974)2-rftne(541)6343849•fac(541)6843851 62979 NE Plateau Dive,suite 3•Bend,Oregon 97701-phone(541)382-4844-fax(541)382-4846 tVJ Page 1 of 1 TESTING a INSPECTION,rKr Geeeirhnical i Construction services Geotechnical&consirudionservices Daily Field Report Client: Ms. Connie Speck - Project: Giustina Resources Office Bldg. Date: 07-17-13 Giustina Resources 200 International Way Project No.: 2137002 PO Box 529 Springfield, Oregon Report No.: E-34422 Eugene, Oregon 97440 Inspector: D. Delatte ID No.: -- Inspection of: Strap Nailing Weather: Inside Continuous Inspection: ❑ Contractor: Chambers Construction Co. BP No.: 811-SPR2012-02519 Periodic Inspection: Verified the installation of two (2) CS16 replacement straps has been completed at the 2nd floor window addition on line 2, between line C & D. Mel (CCC) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with RFP 19, plans dated 12-19-12, and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: /„ �Michael L. yer Technical Manager c: Chambers Construction Co. — Brian Erickson (email) Chambers Construction Co. —Jack Makarchek (email) Robertson Sherwood Architects—Scott Stolarczyk (email) City of Springfield MLM:sn • • • This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing 8 Inspection,Ines written authorization. • 750 NW Candl Avenue•Corvallis,Oregon 97330•phone(541)757-4698 fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402•phone(541)6843849•fax(541)6&h3851 62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 phone(541)382-4844•fax(541)382-4846 FEIPage 1 of 1 TESTING;ENSPECIIONInr. Report of Inspection Services '''"1 cat `'nrnuc 'n se,.,«, Geotechntcal&Conslnfcton SeRices WeldingIHigh-Strength Bolting Client: Ms. Connie Speck Project: Giustina Resources Office Bldg. Date: 07-18-13 Giustina Resources 200 International Wa PO Box 529 y Project No. 2137002 Springfield, Oregon Report No.: E-34459 Eugene, Oregon 97440 Inspector: A. Wilson ID No.: 09020961 • Inspection of: Welding AWS CWI Fabricator or Erector: Gibson Steel Shop: H Field: El Contractor: Chambers Construction Co. Weather: Inside BP No.: 811-SPR2012-02519 Performed visual inspection on fabricated structural steel ledger angle assemblies 3B, 3C, 3E, 3F (2 pieces),•3G, 3H, 3J, 3K, 3L, 4A, 4B, 4C, 4D, 4E, 4F, 4G, 4H, 4J, 5A, 5B, 5C and 5D. Completed welds • were checked for size, length, profile and location. Mike (Gibson Steel)was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with shop drawings dated 03-15-13 and applicable AWS D1.1 code, except if noted above. Reviewed By: v' Michaael el L.L M er • Technical Manager c: Chambers Construction Co. — Brian Erickson (email) Chambers Construction Co. —Jack Makarchek (email) Robertson Sherwood Architects —Scott Stolarczyk (email) City of Springfield MLM:sn • This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection, Inc.'s written authorization. 750 NW Cornell Avenue•Corvallis,Oregon 97330 phone(541)757-4698•fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402.phone(541)684-3849•fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 •phone(541)382-4844 fax(541)382-4846