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Home My WebLink AboutPermit Field Test & Inspection Report 2007-11-10 A~~Pl ~1rtt~ 11}"llmt;411~~~1'llm_ Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) CLIENT Mr. Cliff Pettigrew PROJECT YValgreens No. 10812 DATE 11-10-07 Kleinfelder West, Inc. 6 W. Q Street PROJECT NO: 2077097 15050 SvV Koll Pkwy. Springfield, Oregon REPORT NO. 5506 Suite L Beaverton. Oregon 97006 B,P, NO, COM2007-00366 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED 10-13-07 3000 psi 4000 psi 185 CAST BY A. Fenstermacher DATE RECEIVED SPECIMEN.SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 10-15-07 4" x 8" ESG 3/4" 3" 7:30 AM ASTM C31 SACKS CEMENT 6.0 AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN') (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE** 10-20-07 7 12.56 8.6 52600 4190 8:45 AM D 11-10-07 28 12.56 8.6 76800 6110 8:30 AM C 11-10-07 28 12.56 8.6 75200 5990 6050 8:35 AM D Hold "A-Cone B-Cone/Split C-Cone Shear D-Shear E-Columnar 1 TICKET NO. 331112 780F YARDAGE 10.25' OF 410F WEATHER Overcast Sidewalk at southeast corner and along east side. From southeast corner. REMARKS: Dave Shaw (Hyland) was advised of on-site test results. Reviewed By: (h.7(./Juu --" Michael L. M-e~er Technical Manager c: John Hyland Construction - Dave Shaw (e-mail) Eugene Sand and Gravel- Tracey Zubek (e-mail) City'of Springfield' MLM:jw r- . ' - . - ..-- -----.:r ! / /~~~. j1J A'0d/f(fffiJ ~ 71'vl i. &:, ifJ. q SI ~7~:?60 S'C/f/tF f /f!~ [7J. /J'ffJ8:1 j<.~J,~ i .~-~)tt I I , I I I . i \ 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 FE! Testlng & Inspection, Inc.'swritten authorlzation. 7m NI!I/ Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402' phone (541) 684-Js49 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 3824844. fax (541) 382-4846 A;~prj ~yrt Gcv~cV: ,nical & Construction Services Compressive Strength of Concrete (ASTM C 39) 11:"lljlrt;4Ir~'~:'llIlfl1ll!l CLIENT Mr, Cliff Pettigrew Kleinfelder West, Inc. 15050SW KolI Pkwy. Suite L Beaverton, Oregon 97006 PROJECT Walgreens NO.1 0812 6 W. Q Street Springfield, Oregon DATE PROJECT NO. REPORT NO. 11-12-07 2077097 5507 B,P, NO. COM2007-00366 DATE CAST 10-15-07 CAST BY J. Keller DATE RECEIVED 10-16-07 STRENGTH REQUIRED 3000psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER ESG PRODUCT CODE 185 CEMENT 6.0 MAX SIZE AGG. 3/4" ADDITIVES Hot Water AIR CONTENT LOAD NO. 1. TICKET NO. 331190 SLUMP 4" CONCRETE.TEMP 79OF' YARDAGE 10.25 OF TIME 8:20 AM AIR TEMP 540F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Curb and sidewalk north side of building. LOAD 1 SAMPLED NW corner. .TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.') (LBSI LOAD (LBS) STRENGTH (PSIl 10-22-07 7 12.56 8.6 51500 4100 11-12-07 28 12.50 8.6 70100 5610 11-12-07 28 12.50 8.6 70000 5600 Hold AVERAGE STRENGTH (PSIl 5605 TIME OF TEST 11:05 AM 11:40 AM 11:45 AM TYPE OF FRACTURE" E D D .. A - Cone B -Cone/Split C - Cone Shear 0 - Shear E - Columnar REMARKS: Duane (Roger.Langeliers) was advised of on-sitetest results. Reviewed By: Ih .'i-~ Michael L. Meyef Technical Manager ~ c: John Hyland Construction -Dave Shaw (e-mail) Eugene Sand and Gravel- Tracey Zubek (e"mail) City of Springfield MLM:jw 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 & Inspect.ion, \nc.'swritten authorization. 750 NW ComelAvenue' Corvallis, Oregon 97330 . phone (541) 757.4698, fax (541) 757-2991 . 29540 B I'jrport Road . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 Mr. Cliff Pettigrew Kleinfelder West, Inc. 15050 SW Kolt Pkwy. Suite L Beaverton, Oregon 97006 I. ,~rr~ ~ltt,1 1I~"IWMIII..'1:laHfh'i1ill!I CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) . PROJECT Walgreens No. 10812 6 W. Q Street '" Springfield, Oregon' DATE PROJECT NO, REPORT NO. 11-09-07 2077097 5500 B.P. NO. COM2007-00366 CAST BY 10-12-07 3000 psi 4000 psi 185 Hot Water 1 TICKET NO. 78F YARDAGE 50F WEATHER Sidewalk south side of building. J. Kelter DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 10-13-07 6" x 12" ESG 3/4" SACKS CEMENT 330971 . 10.25 OF . Overcast 53/4" 9:30 AM ASTM C31 Near southwest corner. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) , (PSI) TEST FRACTURE" . 10-19-07 7 12.56 8.5 44100 35.10 10:00 AM D 11-09-07 28 12.56 8.5 61300 4880 11:00 AM C 11-09-07 28 12.56 8.5 61000 4860 4870 11:05 AM B Hold H A-Cone B-Cone/Split C-Cone Shear D-Shear E Columnar REMARKS: Dave Shaw (John Hyland Construction) was advised of on-site test'results. Reviewed By: t:a:~'(!;;r Technical Manager c: John Hyland Construction -Dave Shaw (e-mail) Eugene Sand and Gravel - Tracey Zubek (e-mail) City of Springfield MLM:jw This report-and/or enclosed lest data is the confidential property of the client to whqm 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 withoul FEI Testing & Inspection, Inc.'swritten authorization. 7;jJ NIN Camsl Avenue. Corvallis, Oregon 97330 . phone (541) 7(574698 . lax (541 ) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402. phone (541) 684-3849 . lax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone'(541) 382-4844. fax (541) 382-4846 {;fE.1 11:"'II~[~:"ll~'~~CllIJIJllli!I CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION TEST DATE 11-08-07 11-29-07 11-29-07 Hold AGE (DAYS) 7 28 28 Geotechnical & ConstrDction Services Compressive Strength of Concrete (ASTM C 39) PROJECT Wal9reens No. 10812 6 W. QStree! Springfield, Oregon Mr. Cliff Pettigrew Kleinfelder West, Inc. 15050 SW Koll Pkwy. Suite L Beaverton, Oregon 97006 B.P. NO. COM2007-00366 11-01-07 2500 psi 3500 psi 2145 CAST BY A. Fenste-rmacher SACKS CEMENT 1 63'F 55'F Sign pole base. TICKET NO. YARDAGE WEATHER 332497 8.0 OF 8.0 Overcast AREA (IN.'\ 12.50 WEIGHT ILBS\ 8.7 TOTAL LOAD ILBS\ 38000 COM PRESSIVE STRENGTHIPSII 3040 DATE PROJECT NO. REPORT NO. 11-08-07 2077097 5544 DATE RECEIVED SPECIMEN SIZEO SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN .STORAGE AVERAGE STRENGTH IPSII TIM E OF TEST 2:50 PM "A - Cone 8 - Cone/Split C'- Cone Shear 0 - Shear . E - Columll8r REMARKS: Dave Shaw (Hyland) was advised of on-site test results. Reviewed By: t!:a:I7. ~:!::t Technical Manager c: John Hyland Construction - Dave Shaw (e-mail) Eugene Sand and Gravel- Tracey Zubek (e-mail) City of Springfield MLM:jw 11-02-07 4" x'8" ESG 3/4" 31/2" 2:10 PM ASTM C31 TYPE OF FRACTURE" B This report and/or e.nclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process andfor material evaluated. As such;'informalion contained herein shall not be reproduced in part or full and/or any part Ihereofbe disclosep without FEI Testing & Inspection, Inc.'s written authorization 7f'fJ NVV Cornell Avenue. Corvallis, Oregon 97330, phone (541) 757.4698 . f",,(541) 757-2991 29540 BAirport Road. Eugene, Oregon 97402. phone (541)684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 A~r'" ~. ~yrt~ Page 1 of 1 11~'lhI[lf;thl.':l:'llm_ Geoted1nical & Construction Services Daily Field Report Client: Mr. Cliff Pettigrew Project: Walgreens No. 10812 Date: 11-01-07 Kleinfelder West, Inc. 6 West Q Street Project No,: 2077097 15050 SW KolI Pkwy. Springfield, Oregon Report No.: E-17986 Suite L Inspector: A Fenstermacher Beaverton, Oregon 97006 10 No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0 Contractor: John Hyland ConstruCtion BP No,: COM2007 -00366 Periodic Inspection: 0 Performed inspection on the reinforcing steel for sign pole base. Reinforcing steel was checked for grade, size, laps, quantities, location, ties, supports and clearance. Anchor bolts were checked for size, quantity and embedment and were secured in-place using templates. Observed the placement of 8.0 cu./yds. of Eugene Sand ar"d Gravel 3500 psi (2500 psi required) concrete (Mix 2145) in areas listed above. Concrete was placed directly from the truck and was mechanically consolidated. Cast one (1) set of four.(4) 4" x 8" concrete test cylinders. Dave Shaw (JHC) was notified of on-site test results: slump 3 1/2"; concrete temperature 63F; air temperature 55F. Mr. Shaw was asked to notify our office when additional services are needed. , To the best of our knowledge, the work inspected was in accordance. with Sign Resource drawings dated 09-28-07 and applicable workmanship provisions of the LB,C., except i(noted above. Reviewed By: /llx:lk~ Michael L. ~er Technical Manager c: John Hyland Construction - Dave Shaw (e-mail) City of Springfield MLM:jw This report and/or enclosed test data i.s the confidential property of the clienllo whom it is addressed and pertains to the specific process and/or'materialevaluated. As such, information conta!ned herein shall not be reprodyced in part or full an,d/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'swriltenaulhorization. 750 rwv eom..IAvenue' CoivaIlis, 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 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541 )382.4844 . fax (541) 382-4646 A'" riP*' . tt...~rt~ 11:"'II/lrt;4h\~1~aHfJilttW! CLIENT Geotechnical & Construction Services Compressive Strength of Concrefe (ASTM C 39) Me. Cliff Pettigrew Kleinfelder West, Inc. 15050 SW KolI Pkwy. SuiteL Beaverton, Oregon 97006 TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl 11-08-07 7 12.50 8.7 38000 3040 11-29-07 28 12.56 8.7 59100 4710 11-29-07 28 12.56 8.6 63900 5090 Hold DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION PROJECT DATE PROJECT NO. REPORT NO, 11-29-07 2077097 5544 Walgreens No. 10812 6 W. Q Street Springfield, Oregon B,P.NO. COM2007"00366 11-01-07 2500 psi 3500 psi 2145 CAST BY A. Fenstermacher DATE RECEIVED 11-02-07 SPECIMEN SIZEO 4" x 8" SACKS SUPPLIER ESG CEMENT MAX SIZE AGG. 3/4" AIR CONTENT TICKET NO. 332497 SLUMP 3 1/2" YARDAGE 8.0 OF 80 TIME 2:10 PM WEATHER Overcast SPECIMEN STORAGE ASTM C31 1 630F 55'F Sign pole base. AVERAGE STRENGTH (PSI) TIME OF TEST 2:50 PM 8:20 AM 8:25.AM TYPE OF FRACTURE** ' B D D 4900 .. A - Cone B - Cone/Split C - Cone Shear D - Shear E - Columnar REMARKS: Dave Shaw (Hyland) was advised of on-site test results. Reviewed By: ~ t:tdfln~-~ '. Michael L. Meyer (far M \'clt-."'t;l L- ~ -lr :, rechnical Manag~r c: John Hyland Construction - Dave Shaw (e-mail) Eugene Sand and Gravel- Tracey Zubek (e-mail) City of Springfield MLM:jw This report and/or enclosed test data is the confidential property of the clien! to whom it is addressed and pertains to the specific process andJorll)aterial 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; lnc.'s written authorization. 7W NW Com"IAvenue. Cavallis, Oregon 97330. phone (541) 757-4698 'iax(541)757-2991 29540 Bft<rportRoad. Eugene, Oregon 97402. phone (541) 684-;J84g . iax(541)684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701.. phone (541) 382-4844 . fax (541) 382-4846 ~~fP~ ~ ~I .J 11~'111[rt:411,,'~:'11II.'_ Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) CLIENT Me. Cliff Pettigrew PROJECT Walgreens No. 10812 DATE 11-20-07 Kleinfelder West, Inc. 6 W. Q Street PROJECT NO. 2077097 15050 SW KolI Pkwy. Springfield, Oregon REPORT NO. 5520 Suite L Beaverton,Oregon 97006 B.P. NO, COM2007 -00366 DATE CAST 10-23-07 CAST BY J. Keller D,ATE RECEIVED 10-24-07 STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER ESG PRODUCT CODE 185 CEMENT 6,0 MAX SIZE AGG. 3/4" ADDITIVES Hot Water AIR CONTENT LOAD NO. 1 TICKET NO. 331664 SLUMP 5" CONCRETE TEMP 82'F YARDAGE .11.0 OF TIME 8:50 AM AIR TEMP 50'F WEATHER Fog SPECIMEN STORAGE ASTM C31 POUR LOCATION Concrete paving'on west side of building - panels 1, 4,,5, 8, 9, and 10. LOAD 1 SAMPLED Near southwest corner of panel 1. TEST AGE AREA WEIGHT TOTAL COMPRESSIVE' DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) 10-30~07 .7 12.50 8.7 50900 4070 11-20-07 28 12.50 8.6 66500 5320 11-20-07 28 12.50 8.6 70200 5620 Hold AVERAGE STRENGTH (PSI) 5470 TIME OF TEST 12:30 PM 8:40AM 8:45AM TYPE OF FRACTURE" D E D .. A ~ Cone B. Cone/Split C - Cone Shear D - Shear 'E Columl1ar REMARKS: Duane (Roger Langeliers) was advised of on-site test results. Panels numbered south to north. Reviewed By: A :~,~ --------. Michael L. ~eyer . Technical Manager c: John Hyland Construction - Dave Shaw (e-mail) Eugene Sand and Gravel- Tracey Zubek (e-mail) City of Springfield ' MLM:jw 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 notbe reproduced in part or full and/or any part thereofbe disclo~ed without FEI Testing & Inspection, Inc,'s written authoriiation. 7CfJ NVV Coni~IAvenue' Corvallis, Oregon 97330, phone (541)7574698 . fax(541) 757-2991' 29540 BAirportRoad' Eugene, Oregon 97402. phone (541)684J849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 {~ftl Geotechnical & Construction Services Compressive Strength of Concrete (ASTM C 39) 11."llm'f:411J,'~;'lllJl.IN. CLIENT Mr. Cliff Pettigrew Kleinfelder West, Inc. 15050 SW KolI Pkwy. Suite L Beaverton, Oregon 97006 PROJECT Walgreens No. 10812 6W. Q Street Springfield, Oregon DATE PROJECT NO, REPORT NO, 11-19-07 2077097 5517 B.P. NO. COM2007 -00366 DATE CAST 10-22-07 CAST BY A. Fenstermacher DATE RECEIVED 10-23-07 STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER ESG PRODUCT CODE 185 . CEMENT 6.0 MAX SIZE AGG. 3/4" . ADDITIVES Hot Water AIR CONTENT LOAD NO. 1 TICKET NO. 331554 SLUMP 4" CONCRETE TEMP 730F YARDAGE 7.25 OF TIME 9:45 AM AIR TEMP 53'F WEATHER Clear SPECIMEN STORAGE ASTM C31 POUR LOCATION Sidewalk near northwest corne'r of building. TEST AGE AREA WEIGHT TOTAL COM PRESSIVE DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) 10-29-07 7 .12.56 8.6 46200 3680 11-19-07 28 12.56 8.7 63000 5020 11-19-07 28 12,56 8.7 62700 4990 Hold AVERAGE STRENGTH (PSI) 5005 TIME OF TEST 9:00 AM 7:00 AM 7:05 AM TYPE OF FRACTURE** C B C .. A - Cone B - Cone/Splil C '. Cone Shear 0 - Shear . E - Columnar REMARKS: Roger Langelier foreman was advised of on-site test results. Reviewed By: 1i~e~ !!:1 Technical Manager' c: John Hyland Construction - Dave Shaw (e-mail) Eugene Sand and Gravel- Tracey Zubek (e-mail) City of Sprin9field --.- MLM:jw . This report andlor 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 nolbe reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s'Written authorization. 750 NW Com~1 Avenue. Corvallis, Oregon 97330 . phone (541) 757 ~98 . fax (541) 757-2991 29540 B,l\irportRoad' Eugene, Oregon 97402. phone (541)68<h3849 . fax (541)684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 ~""J ~y,rt Page 1 of 1 1It1.'llHrt;.hi.'~~.IIU\\.III. Geotechnical & Construction Servia:::s . Report of Inspection Services WeldinQ/Hiqh-StrenQth Boltinq Client: Mr. .cliff Pettigrew Kleinfelder West, Inc. 15050 SW Koll Pkwy. Suite L Beaverton, Oregon 97006 Project: Walgreens No. 10812 6 West Q Street Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No,: 12-14-07 2077097 E-18463 C. Walpole 010401'31 AWS CWI Field: It:J Inside COM2007-00366 Inspection of: Fabricator or Erector: Contractor: Puddle Welding Re-inspection West Side Iron John Hyland Construction Shop: 0 Weather: BPNo.: Arrived on-site to perform. re_inspection of the roof deck puddle welds that were noted in FEI report no. E- 17096 dated 08-09-07. Prior to re-inspection, Jason Wood (West Side Iron) was contacted by telephone. Mr. Wood stated that the puddle welds were corrected prior to installation of the roof. The area referenced is a section of approximately 15' x 20' near the center along the east side of the building at several locations. Ceiling tiles were removed and the area re-inspected from the bottom side of deck. By observing the arc-spot size from the bottom side of the deck, it appears that the welds will meet the minimum 5/8" size requirement. Dave Shaw (JHC) was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked 'appears to be in conformance with structural drawings dated 08-07-07 and applicable AWS D1.3 code, except if noted above. Reviewed By: ~!'# Structural Steel Supervisor c: John Hyland Construction - Dave Shaw (e-mail) City of Springfield DAW:jw RECEIVED DEe 2 4 2007 This report and/or enclosed lest data is the confidential property of the client to whomit is addressed and pertains to the specific process and/ormalerial evaluated. As such, information contained herein shall not be.reproduced in part or full and/or any part thereof be disclosed 'Nithout FEI Testing & Inspection, Inc.'s written authorization. lfIJ NW Comell Avenue: Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402' phone (541) 684-3849 . fax (541) 684-3851 630fIJ Corporate Place,'Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 ~fEl Geotechnical & Construction SeMce8 1I~'lh'J:t;4tl'.':l~'llIh'.tll. January 07,2008 Project No. 2077097 Report No. E-18346 Mr. Cliff Pettigrew Kleinfelder West, Inc, 15050 SW KolI Parkway Suite L Beaverton, Oregon 97006 FINAL SUMMARY REPORT Walgreens No. 10812 6 West Q Street . Springfield, Oregon Building Permit No. COM2007-00366 Dear Mr. Pettigrew, This letter confirms that FEI Testing & Inspection, Inc. performed special inspection services in accordance with IBC and as'directed by our client for the above-referenced project We were employed to provide continuous or periodic insPElction on specific dates, as documented per our special inspection reports 'for: Dearthwork 0structural'masonry Depoxy dowels/wedge anchors 0reinforced concrete 0bolts installed in concrete 0struclural welding (field) 0high-strength bolts 0ceiling grid Based upon our observations and written reports of this work, it is our judgment that the inspected work was performed; to the best of our knowledge, in accordance with the approved plans, specifications, change orders and/or structural engineer's instructions, and applicable provisions of Chapter 17. of the International Building Code, unless otherwise noted or referenced above. ~UIlY' DaleA.~ Structural Steel Supervisor c: John Hyland Construction City of Springfield DAW:jw 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. 7FIJ NN Com~IAvenue' Cavallis, Oregon 97330 . phone (541) 757.4698 . fax (541)757-2991 29540 B Ajrport Road . Eugene, Oregon 97402. phone (541) 684-J849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846