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Home My WebLink AboutPermit Field Test & Inspection Report 1997-2-13 L I Environmental DB: Geotechn~cal . - ConstructIon Consulting' Engineering' Testing ~P'. ~u-\ no Pittsburgh Testing Laboratory Division REPORT OF ULTRASONIC INSPECTION TESTED FOR: Jack Foster Springfield Forest Products 1651 South "F" Street Springfield, Oregon 97477 PROJECT: Fire Damage - Repair Springfield, Oregon DATE: February 13, 1997 OUR REPORT NO,: 722-70078-4 . o o u 0 . " " u ~ , " " , u 0 ? , ~ C, :s . E I ;: ;; 0 ~ ~ , I . g I ~ l'1l '::' J .~ ~! ~ ~ ; .--....- -- I Ultrasonic UM I Serial No, Sonic Mark1 I Location I Sprinqfield, Oreqon DeCIDeIS" i I o I .~ ~ I ." 0 I '0';:' .5 ~ i:' o 12285E Client Oraer No. : Lao No, ! Length ! 8" TeS! Melnaa Slanoara AWS D1.1~96/QClIT AccePtance Standara Sect 8 ! Thickness ! 1/2" DiscontinUity Weld Identification Qj ~ g ::! Ql S 5u s::: III g = ~ .~ 2 g, :::::...... o.E I 0 , .Q ;; o _ < 0 0- - u - . ~- Dislance ~ < . g~ = ~ ~ C5~ From X From y a I D c d ~ ~ ~ 9> 0 ~ .=:!. !Truss Splice #7 Web 'x 1 i . 70 : A 1-21 I 1 i 58 I I I I I I I I I I I I I I WELD LOCATION AND IDENTIFICATION SKETCH Couplant Cellulose I Calibration BloCkS PI'L.218 i Frequency ,? ?C; I Surface COnditions j'ls welded c3-' I TectlniClan: Kp 11 v Hi 11 I Technician: REMARKS: (Indicate X-V Markings) Level TT Interpreter: 1(~ 11 Y f-l'i 11 Level Level T r-1 X.Y MARKERS .Use Leg I. II. or 1/1 I I ..Gain In 03 InAnenuallon In 081 a-D-c""o D-a-c-O Respectlully 5uDmlltea. InforntPIttmr'TlJeBftilelYJftes Inc. PSI A.SQO.16 (1l Professional Services Industries, Inc.. 545 Conger Street. Eugene, OR 97402.541/484-9212. Fax 541/344-2735 /' i2/24/!Jli 15:45 '854.1 484 6759 EYEllGHEE,~ E~G. l~Oll:! \u5\ F '5t. , , EVERGREEN ENGINEERING INC. .. ,.'.' ...... ,.. "...,,,..1 P.O. Box 21530 . Eugene, Oregon 97402~0409 (541) 484,4771. FAX (541) 484.6759 , , December 24, 1996 Project #767,0 Mr, Lome Pleger City of Springfield Building Safety Division 225 N, 5th St, Springfield, Or 97477 RE: Springfield Forest Products Fire Restoration Project, Job #961170 B J. ., Mr, Pleger, To comply ,vith the Special Inspection and Testing as required iri the permit application, we have made the following arrangements: I, Professional Service Industries, Inc. A purchase order was issued to PSI for: Determination of the strength of the bolts used in the roof repair. Welding inspections using non destructive testing, Concrete strengths detennination for the concrete slab the new scrubber will sit on, At this time, the determination of the strength of the bolts used in the roof repair has been completed, About one-half of the welding inspection has been completed, The concrete slab for the scrubber has been poured and the cylinders have been submitted to PSI for strength detennination, We are expecting their completed report in about two weeks and we will forward a copy to you ASAP, 2, Evergreen Engineering, Inc.(EEI) EEl will: Oversee the driving ofthe piles for the scrubber slab. Inspect th~ weldment plates to the anchors. Evaluation of the welds and the adherence to drawing # 1 OOCO I. 12124/96 15:45 '/3'541 484 6759 E\'EHGREE~ E~G. i4I 00:3 Mr, Lome Pleger City of Springfield December 24, 1999 Page Two Project #767,0 The pile driving and the weldrnent plate evaluation was done, Please see the enclosed Inspection Report, The weldrnent plates were inspected and the welding and the adherence to drawing #100COl were adequate, Lome, we hope this is what you need. If you need anything else please give me a call. We wish you the best Holiday season. Sincerely, QJ;~ Dale Hohbach 1:!/24/96 1:1:46 '5'54 J 484 6759 EVEHGHEEN E~G. Springfield Forest Products Inspection Report Pile Hammer Informatiorr Manutacturer: Delmag Model: D15 Type: Diesel Rated Energy: 27,100 foot-pounds Striking Weight: 3300lbs Total Weight: 4080lbs, Stroke: 8'-2" Operating Speed: 60 strokes/rninute Insoection Date: 12/2-3/96 Contractor: Jay F. Oldham & Son Inc, Engineer: L. Ralph Lonbeck, P.E. Inspector: L. Ralph Lonbeck, P ,E. Pile Number and Location (see sketch) Pile Dimensions/Size fYV 8 x 35) Ion 91o- [liD I u S I F S/-. @Utl4 Project #767.0 12/96 l2/24/fHi 15:47 '0'541 484 5759 EVERGREEN E1\G. i4J UU;} . Springfield Forest Products Inspection Report Page Two Project #767.0 Cut-off Ground Pene- Drive Final ,Deviation Pile Length Length Elev. tration Time Blows & Comments No. (Ft,) (Ft) (F!) (F!) (Min ) PerFt. Plumb 1 307 22,67' 95'-6" 1867' 15-20 25-30 N/A -, 2 30' 22,75' 95'-6" 18,75' 15-20 25-30 N/A 3 30' 32.0' 95'-6" 28' 15-20 25-30 N/A Splice to make cut- off 4 30' 23.0' 95'-6" 19' 15-20 25-30 N/A 5 30' 32,0' 95'-6"1 28' 15-20 25-30 NfA Splice to make cut- off 6 30' 24.67' 95'-6" I 20.67' 15-20 25-30 N/A 7 30' 21,42' 95'-6" 1742' 15-20 25-30 N/A 8 30' 22,92' 95'-6" 18.92' 15-20 25-30 N/A 9 35' 23,08' 95'-6" 1908' 15-20 32 1/12 Test Batter East/West 10 30' 26,0' 95'-6" 22,0' 15-20 25_30 N/A 11 35' 25,5' 95'-6" 21.5' 15-20 25-30 1/12 Batter WestlEast 12 30' 23.67' 95'-6" ]9,67' 15-20 25-30 N/A 13 30' 23 .17' 95'-6" 19]7' 15-20 25-30 N/A I ]4 30' 24.25' 95'-6" 20,25' ] 5-20 25-30 N/A .~ 15 30' 23,08' 95'-6" 1908' 15-20 25-30 N/A ]6 35' 28,08' 95'-6" 2408' 15-20 33 N/A ! Test I ]7 35' 23,25' 95'-6" 19.25' ] 5-20 24 N/A Test I 18 30' 2442' 95'-6" 20.42' 15-20 25-30 N/A \ 19 30' 25,92' 95'-6" 21.92' 15-20 25-30 N/A 20 30' 24.92' 95'-6" 20.92' ]5-20 25-30 N/A Min, Bearing Capacity = 26 tons@ pile #17, Avg, Bearing Capacity = 28,5 tons, Splice welds at piles 3 and 5 were inspected per specification Section 02365. Welds were acceptable, 20f2 12/96 I ~N & I, j ~t- <.0 ~ ~ ~ ~ " ~ '" 0" "- '" ." '" ." ..., ." on ~ 0' ." ,n '" '" '- ." ~, '- ~, . , I, 'I , I I , 6 SPACES Ii 6'-6':39'-0" )< I J'..J' I , I, I l1'P Y I, " 9' I ~I 'I i , i I ~ i I I I ! I , " " , , , ' I ~-- - - - 8'=--- - - -Eil -- - -- e:E - -J - - - - ~I' - -- i ~- -11- .-€i=--- - -f1us=- J I I I I ! l.l') I I I (I I I I I I ~ __ _tSC&~J - _ - - -1- - - -- - J- - --- f - - -. --~ _l J._ - ~;- - - L - ~: - -_.- -1--- i ! ! ~ ~!! cq- ! €,". i i ! !! ! I! ! ! ! i ~------'-g-----@--------~'- cH----- ci:-fts~"1--ct= --1---Gf---' I I i I I I I I I I f 3 SPACES /I 6'-6.= /9'-6' . '0 ,0 "' PILE PLAiV 1/('="-0' l"~.lE",I~ ",,~I ..~. Geotechnical . - Construction Consulting. Engineering. Testing ~lr tllO Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES TESTED FOR: JACK FOSTER SPRINGFIELD FOREST PRODUCTS 1651 SOUTH "F" STREET SPRINGFIELD, OR 97477 PROJECT: FIRE DAMAGE - REPAIR SPRINGFIELD, OREGON DATE: December 20, 1996 OUR REPORT NO.: 722-70078-9 REMARKS: PSI REPRESENTATIVE BRYAN SCHRINER WAS PRESENT AT YOUR ABOVE MENTIONED PROJECT TO PERFORM ULTRASONIC INSPECTION ONLY, SEE REPORT # 8 FOR LOCATIONS AND RESULTS, RESPECTFULLY SUBMITTED, PROFESSIONAL SERVICE INDUSTRIES, INC, R.EPORTS MAY NOT BE REPRODUCED, EXCEPT IN FUll, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. Information To Build On PSI A.)OO.lN F' Professional Services Industries, Inc.. 545 Conger Street- Eugene, OR 97402.541/464-9212. Fax 541/344-2735 /' ./ l I Environmental ,DS: Geotechn~cal .- ConstructIon Consulting. Engineering. Testing EW:qLD- \ I,D Pittsburgh Testing Laboratory Division REPORT OF ULTRASONIC INSPECTION TESTED FOR: Jack Foster Springfield Forest Products 1651. South "F" Street Springfield, Oregon 97477 PROJECT: 'Fire Damage - Repair Springfield, Oregon DATE: December 20, 1996 ; Lao No. I OUR REPORT NO,: 722-70078-8 Client Order No. I Lengm I 1 ThiCkness I , TeSl Memoc Standard Acceptance Standaro OecibeIS.. Weld Identilicauon o n ? u " o :i 0; ~ ~ ~ ~ Q 8 i -5 "0 It; '" i g ~ u Ri. 0\ U .... i c: E .:: a o! C I W 9 I ~ - '. ~eil~Gi '0 :> : ~ :> -= ~ ' a: ~ ; <:.l U U . ~ ! ~ ~ -s,; 0 ! ;: ~ : ..:: ~ . ~ i Truss I Truss , Truss , Truss i Truss , Truss , Truss Splice #7 1 Splice #7 2 Splice #7 3 End Plate End Plate 10 End Plate 11 End Plate 12 70 ; 70 : 70 :A-Rl-258 i I 70 ,A-R1-:2 I 70 :A-Rl-2 70 ~A-R1-;j , I I I I I I I I I I I I I I I WELD LOCATION AND IDENTIFICATION SKETCH .X X I i52 '4 I '52 I '52 1~2 'X 1 1 iX X 'X I ITechnic,an:J:jryan :::iChrloer i Tecnnician: (Incicate X-Y Markings) Level II Interpreter: Bryan Schriner Level REMARKS: '[ Ultrasonic Unl1 Senal No. i Location c .2 ;; ? - = 0 0- - u <~ i I - [ .~ 0\ j ." = I 0'= .:: ~ From From X y Oisconllnuny Distance ::; ::.> ~5 ~ ~ g;::: ~ . n "3 S r ~ ~ . d i I I 1+2 !3" I I I I I I I 12.7 I I 11/4" i Couplant Cellulose I Calibration Blocks ffif' Ol q4 ~q '[ Frequency , 2.25 I Sur1ace Conditions Flat I j , I I I I I I I I I I .8'--- , -, Level I I X.'f MARKERS 'Use Lee; I. II. or III I I "Gam in 08 1 "Attenuallon ,n dB I a-b-c.o I o-a-c=C Respec:tullv submltlea. 1,F; PrOlei,'onal,;;e'lif.e'r'PR'es. Inc. 1lyormatZOn 10 DUUU Un PSt A.500.16 PI Professional Services Industries, Inc. . 545 Conger Street. Eugene, OR 97402' 541/484-9212' Fax 541/344-2735 l I Environmental DS: Geotechn~cal .- ConstructIon Consulting' Engineering' Testing QLD-I.\iD Pittsburgh Testing Laboratory Division DAIL Y FIELD REPORT TESTED FOR: JACK FOSTER SPRINGFIELD FOREST PRODUCTSc 1651 ,SOUTH UF" STREET SPRINGFIELD, OR 97477 PROJECT: FIRE DAMAGE - REPAIR SPRINGFIELD, OREGON DATE: December 18, 1996 OUR REPORT NO.: 722-70078-7 WEATHER: TEMPERATURE RANGE: TO: INSPECTOR: DON THORNTON TYPE OF INSPECTION BEING PERFORMED SOILS ---1L CONCRETE FOUNDATIONS BATCH PLANT CONTROLLED FILL (COMPACTION) PLACEMENT (JOB SITE) X CYLINDER PICK UP ASPHALT OTHER BATCH PLANT PLACEMENT (JOB SITE) BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: PSI REPRESENTATIVE DON THORNTON WAS ON SITE THIS DATE FOR THE PURPOSE OF PICKING UP CONCRETE TEST CYLINDERS CAST 12/17/96 FOR COMPRESSIVE STRENGTH TESTING. Respectfully submitted, Professional Service Industries, Inc. REPORTS MAY NOT BE REPROQUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PS1A.300.2(llF Information To Build On Professional Services Industries, Inc.. 545 Conger Street. Eugene, OR 97402.541/484-9212. Fax 541/344-2735 l I Environmental DB: Geotechn~cal . - ConstructIon Consulting. Engineering. Testing C\L~ - \ \10 Pittsburgh Testing Laboratory Division REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: JACK FOSTER SPRINGFIELD FOREST PRODUCTS 1651 SOUTH llF" STREET SPRINGFIELD, OR 97477 DATE: December 17, 1996 OUR REPORT NO,: 722-70078-6 PROJECT: FIRE DAMAGE - REPAIR SPRINGFIELD, OREGON FIELD DATA: LOCATION OF PLACEMENT SOUTH SIDE OF MILL, FOUNDATION 75' WEST OF OIL HOUSE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, 'F CONCRETE TEMPERATURE, 'F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY December 17, 1996 11:20 am 3 1/2 4.0 43 57 December 18, 1996 PSI\DON THORNTON MORSE BROS, SUPPLIER DELIVERY TICKET NOITRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE MORSE BROS. 650681 80140-1/ 4000 psi NO.IE:..A?..fLICA6LEASIM_Slf;NMBOS,U.NLESS.OTHERWISEJNClJCAIED~SlUME;..C143,90a:AIR.C.ONI.Et'H.~Cn'-'-9jb.:..IEMP.ERALURE~Cl 064:eij(~Jl COMPRESSION TEST RESULTS ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER I CaMPRESSIVE I LABORATORY IDENTIFICA liON AGE DATE OF lOAD DIAMETER AREA STRENGTH NUMBER OR SET NO (DAYS) TEST (LBS.) (I~.) (SO. IN.) (PSI) TYPE OF BREAK 5049 7 12/24/96 100000 6,00 28,27 3540 Cone 5050 7 12/24/96 100500 6,00 28,27 3560 Cone 5051 28 01/14/97 123500 6,00 28.27 4370 Cone 5052 28 01/14/97 119500 6.00 28,27 4230 Cone SPECIFICATIONS 28 REMARKS: Cylinders picked up byPSI 1;. representative. ~ Cylinders made by PSI representative. Cylinders made by Architecl's or Contractor's representative 4000 x Tast results comply with applicable specifications Cylinders delivered to PSJlaboratory. Test results do nO,t comply with appllcablespeclflcalions, , TECHNICIAN, KEN ANDRIEU Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT 'NRITTEN PERMISSION BY ?ROfOESSIONAL SERVICE INDUSTRIES. INC. PSI A-200.4 (4)F Professional Services Industries. Jnc.. 545 Conger Street. Eugene, OR 97402.541/484-9212. Fax 541/344-2735 Information To Build On TESTED FOR: DATE: FIELD DATA: SET NO, 1 'I l LOCATION: 1 l"~.lEnviron", ~;,f..c,' ..~. Geotechnical . - Construction Consulting. Engineering. Testing M ~ G\U' \ \'l 0 Pittsburgh Testing Laboratory Division REPORT OF FIELD INSPECTION OF CONCRETE JACK FOSTER SPRINGFIELD FOREST PRODUCTS 1651 SOUTH "F" STREET SPRINGFIELD, OR 97477 PROJECT: FIRE DAMAGE - REPAIR SPRINGFIELD, OREGON December 17, 1996 OUR REPORT NO.: 722-70078-5 Concrete was a 4000 psi mix delivered by MORSE BROS. mix number 80140-1. I Na. OF I CONCRETE 1 SPECIMENS SUPPLIER TIME'TRUCK TIME TRUCK MADE TICKET NUMBER DISPATCHED UNLOADED I 4 I 650681 10:47 am I 11:27 am I I - -I I I I I I I I SOUTH SIDE OF MILL, FOUNDATION 75' WEST OF OIL HOUSE YARDS OF CONCRETE I TEMPERATURE, OF AIR I SLUMP, IN CONTENT, % AIR CONCRETE 31/2 4.0143 57 I ------ - - --,..-'----1-- .'-' ,- - - I I I 10,0 NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING TEST SPECIMENS: C31-91; SLUMP: C143-90a;AIR CONTENT: C231-91b; TEMPERATURE: C1064-86{93) REMARKS: Observed the placement of 39,0 cubic yards of concrete, TECHNICIAN: DON THORNTON Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESUL T5 APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT VVRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC PSIA-200-1(2)F Information To Build On Professional Services Industries, Inc.' 545 Conger Street. Eugene. OR 97402' 541/484-9212' Fax 541/344-2735 l I Environmental as: Geotechn~cal . - ConstructIon Consulting. Engineering. Testing ~9'. 9LD-1 no Pittsburgh Testing Laboratory Division REPORT OF ULTRASONIC INSPECTION TESTED FOR: Jack Foster Springfield Forest Products ,1651 South "F" Street Springfield, Oregon 97477 PROJECT: Fire Damage - Repair Springfiel, Oregon DATE: December 3, 1996 OUR REPORT NO.: 722-70078-3 i Client Order No. I I ! Test Methoa Standard AWS D1.1 I Acceptance Standard AWS Dl.l : Lao No. I Length 16"-811' 1 ThiCKness 'I' Ultrasonic Unit , Seria' No. Nortec 131 sin 10568 ! 3/8" 'I LOCation , Jobsite DeClDels'. i DiSCOni,nUllY DISlance i 0 - i ~ S I ~ ~ I " '< I co From From X y .I I I ! I I I I I I I CouPlant Cellulose I Calibration Blocks / T'TW ",In 711 \ 'I Frequency , 2.25 MH2 I Surlace Conditions l..nm I I I I I I I I I I I I I I WELD LOCATION AND IDENTIFICATION SKETCH .--, , I . \ r" 1\ \ "..I ) - '\ (Indicate X-Y Markings) Level II Interpreter; John Reitan l r-.. /, J " o o !TeChniClan; JOhn Heltan I Technician: Level I I X-Y MARKERS .Use Leg I, II. or III I I "Galn in c3 1"Anenuallon In aB I a-o-c~c D-a-c.O Level REMARKS: Respec:tully submmed, Inforrififttlft1am'BiiifrJ"(j,ts Jne. PSI A.5OQ.16 (11 Professional Services Industries, Inc.. 545 Conger Street. Eugene, OR 97402.541/484-9212. Fax 541/344-2735 l I Environmental .DS: Geotechn~cal . - ConstructIon Consulting. Engineering. Testing ~Lr l \10 Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES TESTED FOR: JACK FOSTER SPRINGFIELD FOREST PRODUCTS 1651_S0U_TH ."F" STREET, SPRINGFIE~D, O~ 97477 PROJECT: FIRE DAMAGE - REPAIR SPRINGFIELD, OREGON DATE: December 02, 1996 OUR REPORT NO.: 722-70078-2 REMARKS: PSI REPRESENTATIVE JOHN REITAN WAS PRESENT AT THE PROJECT SITE TO TEST BOLTING PROCEDURES, EQUIPMENT, AND BOLTS. THREE OF EACH 3/4" AND 1" DIAMETER BOLTS WERE CHECKED ON A SKIDMORE MODEL MS SiN III 95 WITH A TONE SHEAR WRENCH MODEL S-110 E2 SiN 114323 FOR THE 1" AND SiN 642002 FOR THE 3/4" BOLTS. ALL BOLTS ACHIEVED THE MINIMUM TORQUE REQUIRED FOR EACH SIZE, RESPECTFULLY SUBMITTED, PROFESSIONAL SERVICE INDUSTRIES, INC. REPORTS MAY NOT BE REPROQUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSIA.300.1NF Information To Build On Professional Services Industries, Inc.. 545 Conger Street. Eugene, OR 97402.541/484-9212. Fax 541/344-2735 L"~.l Environme.ntal . ..~. Geotechnical . - Construction Consulting . Engin~er;ng . Testing Cil D--U1D Pittsburgh Testing Laboratory Division REPORT OF INSPECTION SERVICES TESTED FOR: JACK FOSTER SPRJNGFIELD Fq?EST PRODUCTS 1.:1:6.5:1: SOUTH "F" STREET SPRINGFIELD, OR 97477 PROJECT: FIRE DAMAGE - REPAIR SPRINGFIELD, OREGON DATE: December 02, :1:996 OUR REPORT NO.: 722-70078-:1: REMARKS: PSI REPRESENTATIVE TROY HULL WAS ON SITE THIS DATE TO MEET WITH DICK LARSON OF EVERGREEN ENGINEERING, ALBERT ALBUSH OF SPECIALTY CONTRACTORS, AND BOB. BARNHART OF CITY OF SPRINGFIELD, DISCUSSED SPECIAL INSPECTION REQUIREMENTS FOR HIGH STRENGTH BOLTING AND WELDING. BOB BARNHART STATED THAT CITY REQUIRES ULTRASONIC TESTING ON ALL FULL-PENETRATION WELDING. THE FOLLOWING SCOPE WAS DEFINED: :1:, PSI ANTICIPATES 2 TRIPS TO THE SITE TO PEFORM ULTRASONIC TESTING ON :1:00% OF FULL-PENETRATION WELDS. 2. PSI ANTICIPATES :1: TRIP TO PERFORM VISUAL INSPECITON ON :1:00% OF FILLET WELDS, 3, PSI ANTICIPATES :1: TRIP TO THE SITE TO CHECK THE LEJUNE BOLTS FOR REQUIRED TENSION WITH A SKIDMORE TENSIONING INDICATOR DEVICE AND TO VISUALLY INSPECT :1:00% OF HIGH STRENGTH BOLTS INSTALLED. PSI OBSERVED THAT SOME TO THE FULL-PENETRATION WELDS PERFORMED TO DATE ARE NOT IN ACCORDANCE WITH DRAWINGS PROVIDED, PSI REP~ESENTATIVE REQUESTED THAT SPECIALTY FAE OBTAIN PAPERWORK FROM THE ENGINEER OF RECORD ACCEPTING PLAN CHANGES. PSI REPRESENTATIVE ALSO REQUESTED THAT SPECIALTY PREPARE A SUBMITTAL OF WELDER QUALIFICATIONS AND WELD PROCEDURERS, RESPECTFULLY SUBMITTED, PROFESSIONAL SERVICE INDUSTRIES, INC. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION 8Y PROFESSIONAL SERVICE INDUSTRIES, INC. Information To Build On PSIA.300.1NF Professional Services Industries, Inc.' 545 Conger Street. Eugene, OR 97402' 541/484-9212' Fax 541/344-2735