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Home My WebLink AboutSTRATA - INSPECTION REPORTS - 97-00029 - Ricks College - Administration Buildingi REPORT PROJECT* GEOTECWCAL ENGINaERINO ex MATaRfALS TESTING 4460 Kings Way #3, Chu6bucic, ltlaha $322 iii i f -ji I I -jf-j I ` INSPECTION TYPE: ACCEPTANCE STD16 INSPECTOR, Date f Tnspectl I/1.4/98 1/I4/98 x/14/98 RICKSL PHYSICAL PLANT BLDG Rexburg, 183460 Administration BuBuild-Ing Ultra Sonic DHT Location Inspected Grill i - P- - - -. Beam pocket INSPECTION REPORT to T - grid - Beam pocket grid Anchor Anchor Belts; Belts; grid M-9 grid Meet RequiLrements YES NO Remarks e IDAHO • WASHINGTON & OREGON -P WYOMING .PORT DA'C'E L INVOICE130-980015 Verified placement of columns & beams against erection dwg1s, Beam that slides into pocket along � i �-will not be straight. Structural Engineer notified r l and has given tton Bolts were not installed originally, bolts epoxyed in & are crooked.. structural Engineer notified of problemand has given ' i • MONTANA a UTAH a NEVADA 1/20/98 caLRIc UM I GEOTECHNICAL ENGINEERIN MATERIALS TESTING 4460 Kings Way 03,, Chubbuck, Idaho 83202 208 237-3400 / Fax 208 237-3449 REPORT T0: PROJECT., INSPECTION TYPE 10 ACCEPTANCE STD* INSPECTOR. RICK5 J?JJiJD PHYSICAL PLANT BLDG Rexburg, ID 83460 Administration Building 1. Sonic AWS D1. T INSPECTION REPORT Date Meet of LocatlonRequi-rements Inst ionI et YES N �F Remarks FILE N# INVOICE N 3/9/98 Grid; E-4 X Weld not completed tack broken level I - 3/9/98 Stich welding of X Various seams -on derkiLng areas of porosity or i- welding throughout, areas marked.. 3/12/98ri � �- - X let p * 14-6f J-6 on weldswere not 'inspected due to visual reject. 3/2fl)98 COLRIC 130--980068 i0 H0 4 WASHINGTON TON 0 OREGON & WYOMING l -a MONTANA * UTAH - NEVADA Page I i GEOTECHNICAL ENGINEERING MATERIALS TEST IN 4460 Kin," , I Ubbu k, Idaho 83202 208 237,3400 Fax 208 237-3449 REPORT T0. �i 1111 6011llllG� PHYSICALPLANT BLDG Rexburg, 183460 PROJECT. Administration Building INSPECTION TYPED ACCEPTANCE STD: INSPECTOR., Ultra .ionic AWS D1. I DHS' INSPECTION REPORT Date Meets f Location it i s r Ing emotion Inspected YES NO remarks FILE NO: INVOICE NO: 3/16/98 Detail 26-57 X Fullpenwelds-5/811-5/811 curve plates covered w/ concrete, unable to test 3/16/98 Detail 24-58 X Full pen welds -5/8"-5/8f, curve plates covered wl concrete, unable to test* 3/16/98 3 each F5 & E5 X Accept. of fab material job site - all welds cc 3/16/98 Steel D rid X Level one - - -f -I-'r K1 -K7 3/16/98 Steel i rid R10 -E81 - 3/18/98 2 eachF f No �. t Discrepancies 3/18r98 3 each - E5 XNo Apparent Discrepancies IDAHO - WASHINGTON * OREGON ' WYOMING * MONTANA w UTAH - NEVADA Ct]LRIC 13o—s800a3 13Q-98101 STRATA .r INC Date 4f Ins ection 3/24/9s 3/3Q/98 3!30/98 Location Tnspected Steel i- 1, grid -: r -L . seam i -nes JOist tO Joist; A -L/9 L/9- r L- , D- D o . - rA/2-A/9 Joist to Beam; ATL/3 Lr9-L/61 L/6-D%6rD/6D/21 D/2 -A/21 A/2 -A/9 - Eyebrow; A -L/9 L/9-LI6, L/6-Dr6,D/6- D/2 , D/2 -A/2 , A/2 -A/9 Top of -F Top 15, 16, 5-5 r only; 1, 1 only Meets Requirements YES NO KA X M X Remarks No Apparent Discrepancies No Apparent i r i.s No Apparent Discrepancies No A a D i ra 2-e No Apparent Discrepancies. No D iscrepancies ie"Wed b GE TECHN;CAL ENGINEERING & MATEMALS TESTING i S GEOTECHNICAL ENGINEERING & MATERIALS TESTING dno 268 2373400 Fax 208 237-3449 FORT TO: RICKS COLLEGE Physical Plant Bldg Rexburg, ID 83460 PROJECT Administration Buald,ing INSPECTION TYPE: ACCEPTANCE STD: INSPECTORV Ultra Sonic AWS D191 INSPECTION REPO. REPORT DATE FILE INVOICE i Date Meets of o Inspected YES No Remarks 5/7/98 Vert Plate to Embed X No Apparent Discrepancies LK/6rK/5 5%7198 Stairwell to Steel Blk X Repair acceptable N Stairwell 5/8/98 Connection Plate to X NO Apparent Discrepancies Joist Girder LM/9-T/9,w T/9 -T/7 5/8/98 Connection Plate to Joist or Girder; X No Apparent Discre ancies L T/7-M/71M/7-M/9 5/8198 TS to Joist *I Na Apparent Discrepancies G/L M/9 -T- 9, TI9--`�/7 5/8/98 TS to Joist; X No Apparent Discrepancies L T7-fM/7-M/9 5/$/98 Joist to Embed; X No Apparent Discrepancies G/L M/9 -T/'91 T/9 -T/7 6/16/98 CQLRIC 130-980212 IDAHO • WASHINGTON * OREGON * WYO- I MONTANA * UTAH * NEVADA Page I RAT r Date f INC inspectio-n 5/gJs8 6/2138 5/2/98 INVOICE INTO. 130-98021 Location Meets.. Ins ected Requirements YES NO Remarks JOist to Embed G/L M nt i �. ies - .F - POUr Stop; G/L D/6,0� x No Apparent Discrepancies D15 *f -,1 E/5*0- 9 Pour Stop; E/6.0- xNo rent D i a -Ls D/6-eOfE/6-0-L/6.0 V Pour Stop *57, 36-57 fDet i l - b t D i aL Level One DWG -4 Reviewed by GEOT-EC,HNICAL ENMNEERING & MATERIALS TESTING GEOTECHNICAL ENGINEERING &MATERIALS TESTING 4460 Kirgs Way . Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 RE POR I COLLEGE Physical l ant Bldg. Rexburg, ID 83460 PROJECTAdministration ill ng iNI TYPE ACCEPTANCE STD Date of Inspect' 4/2Q/98 412aI9a 4/20I98 INSPECTION REPORT Ultra Sonic AWS D1*1 Location Inspected T5 to Steel Blick (Platform) Stair Well Rails Joist to Girder; G/L D/5-L/S, L%5 --L/2, L/'2-DI2, DI2--D/5 Jaist to Embed; G/L DIS -LIQ, L/5 -L/12, L/2 --D/2 r I7%2 -D%5 P -1 -ate to Jaistr G/L D/5 -L%5, L/5 -L/21 L/2 -D/2, D/2 -D/5 Roof Decking; G/L D/5 -L/5, L/5 -L/2., L/2 -D/2, D/2 -D/5 Roof Decking; G/L A%3 -A/21 A%2 -L7/2, D/2 -D/301 D/3 -A/3 Meets Requireme,nts YES NO X X E.' DATE FILE I : INVOICEIR Remarks Incomplete Fusion No A arent D All weld repairs accepted Details, -5 All w epairs accepted Detas li , 1, l r 1, 1 r 22-58 X All weldj-rs accepted Details, 1, S . 1 , 1 22-58 X VariOUS areas of Puddle, need before next inspection. No Apparent Discrepancies 4/3/98 coLRrc 13fl-9803.37 IDAHO * WASHINGTON a OREGON ■ WYOMING - MONTANA -w UTAH v- NEVADA Page 1. STRATA, INC Date of Insect ion 4/21/98 Location Inspected TS to Steed Block (Platform) Stairwell Rails Meet Requirements YMI.ES NO INVOICE � 130-980137 Remarks Incomplete Fusion x No Apparent Discrepancies S r R a 7 a GEOTECHNICAL ENC51NEERING & MATE191ALS TESTING Page i ti 1 GEOTECHNJCAL ENGINEERING & MATERIAL � E TIN 4460 KingsWLiter Idaho 83202 208 237-3400 / Fax 208 237-3449 REPORT T0: OJ INSPECTION TYPE ., ACCEPTANCE TIS INSPECTOR* Date of Inspection 4/6/98 4I619s RICKS COLLEGE Physical Plant Bldg Rexburg, ID 83460 Administration Building INSPECTION REpORT Ultra Sonic AWS DI 4 1 DHT) Location Inspected let level decking; G/L A/1 -A%9, R%1-G/i, G11 -G/10, G/10 -E/10 1st level decking; G/L E/10 ---E/91 E/9 -A/9 2nd bevel decking; GrL A/1 -A/9, A/1 � L/11, Lf 1-L/lQ, 2nd leve. decking; G/L L/10 -E/10 EI10--E/9, E/9 -A/9 Raaf Decking; G/L AI1-AI91 Air--D/I, D/1 -D/71 D/7 -L/7 Roof Decking; G/L Lr7--L/10, L/10 - E/.10, E/10 -E/9 Roof Decking; GIL E/9 -A/9 IDAHO * WASHINGTON * OREGON Meets Requirements YES NO Remarks REPORT DATE* FILE NOS INVOICE N <dat <client nom ins X R11 weld ing consisted puddle/seam welds venous areas of each type. X All welding consisted of puddle/seam welds various areas of each type t bi X All weldingsteel of u.1{seam welds various areas of eachtype. '1 welding consisted of puddle/seam welds various areas -of ctach type, All welding consisted of puddle/seam welds various areas of each type. All welding of puddle/seam welds various areas of each type WYOMING MONTANA UTAH P NEVADA M� RA Date of INC Insect.�on 4/I3/98 4/J.3/98 4/i3/ga 4/i3/98 4113r98 4/13/98 Location Inspected. Roof Decking; G/L L/9, L/9 -L/6, L/6- T)/6F D/5 -D/3, D/3 -A/3 Roof Decking; G/L A/3 -A/9 .est level decking; G/L A%9 -L/9; r L/9 -L/2, Li2-A/21 A/2 -A/9 Joist to Girder; G/L I3/5 -L/51 L/5 -L/2, L/2-D/2F D/2 -D/5 Jaist to Embed; G/L D/5-LI5, L%5 -L/2, LI2-D/2, D/2 -D/5 P!at2 to Joist, G/L D/5 -L/5, L/5 -L/2, L/2 -D/2, 0/2--D/5 1 Meet qur YES No Remarks x No App�arent x No at INVOICE Noy 130-980121 Discrepancies irn1 x Weld & pair or these types of connections needed. Weld repair for these. types of connections needed; x Weld ..I dor these types n lops needed., jR�i'rl R a 7 a Pale VK REPORT ' .� E : 4460 Kings Way f3, hubbu, 'lho 83202 208 237-3400 / Fax 208 237-3449 RICKS co PHYSICAL Rexburg, PLANT BLDG ID 83460 Admi.nistration Building INSPECTION TYPE: Ultra Sonic ACCEPTANCE STD INS In i=on 2/27Iga x/27/98 D FISC Location Insnected Grid -Ln a 2 - K2f *r Grid Lines; — L91 L i Grid Lined L Meet Requirements YES NO Remarks X No Apparent Leger angle included in X No Apparent Lege pe- Lr angle irn 1 dei. 1-n REPORTDATE FILE NO* INVOICE i+ .n i I.S not thl*s in. D e T ` I -S not this in. X Welding of beam to 41 Ln beam pocket has been 1taL. 10 H 0 a WASHIN10 * OREGON -v WYOMING a MONTANA - UTAH * NEVADA lu erase not 3/398 130-980059 wm� VGVA3N HVA VNVAOn 9NIVJOAM T pa 6SO086-OCT oiuZoo 86/OT/C SOT asC 4ueaPddV ON 0 OoN aoiOANI .6 Elva IEodaa quajpddV oM sNapwaH M 0 NOE)380 ON SEX squainaa-unbaH s4a;aw 0 NOiDNIHSVM * DHVCI 4sam/qsps ! S -C P73f) qGam/qssa!q-G pTao 41 luod2lu moilosdsNi ad I UoTqvooq T "I CI IHG 0TqU0SVaqTn 5UT, PTing uoTqraqs7uTujpV 1 5 4 q 09VC8 ai $6.Tnqxajj OTIE suxza z��zs�xa ��zZo� sx�r�t 86/t7/C uoTqoe sub -T 0 aqvcj 19 6U0I3HdSNI :cis RDNVIdaDov .0 HdXI NOILDadSN-Ir 0 OZDHrO�Id 0 0 01 luodau 6M-ZZZ SR Xud / OOVE-Zu, ROZ �o�cg oqupl 1� onqqnqo `Cf hM souil09VV VNJiS�31 S-jVjH3jVrj T E)NI833NION3 IVOINHOD1030 4460 in �a , Chubbuck. Idaho 83202 208 237-3400 / Fax 208 237'3449 REPORT T: RICKS COLLEGE PHYSIO PLANT BLDG Rexburg, ID 83460 RODE Administration Building INSPECTION TYPE Ultra Sonic ACCEPTANCE STD: AWS D1.1 INSPECTOR6 DHT Date of Inspection I- 4/6/98 REPORT DATE FILE INVO T INSPECTION REPORT Location Inspected Embed to H -plate H -plate to Welds, D/6 J/5 Kf{ F/5 -1t e o Welds, H/6 V -plate F/6 G/6 H/6 +G/5 v -p 1 ate Jr6 Meets Requirements YES NO Remarks X No Apparent Discrepancies Horizontal Vertical X No Apparentr � X No .t Discre.n qh 4%I7/98 Ct7LRIC 130-980111 IDAHO '� ASHI TON � OREGON OM M � O N ,ANA - UTAH NEVADAPage 1 i EN GEOTECHNICAL ENGINEERING & MATERJALS TESTING 4460 Kings Way 03, Chubbuck, Idaho 83202 208 237-3400 Fax 208 237-3449 RERICKS COLLEGE Phys icy 1me Plant Bldg Rexburg, 16 PROJECT �.��r ion lla INSPECTION T 0 ACCEPTANCE TD Ultra sonic _(-DHT) INSPECTION SPORT Date Meet of Location Requirements Inspection Inspected REPORT DATE FILE NOW INVOICE 5/13/98 K Plate to Embed; No inspection, contractor G/L D/5.0 @ roof line nct wanting manlift on DWG5-5,detail 25-58 concrete floor @ level 1 5/15/98 Sean welds; X No Apparent Discrepancies L. - , . , . - *1 T* -- 5/15/93 Seam welds*t f Discrepancies Q/6wO—Q/2*Of M/2 .1.-6 5/15/98 Seam welds; X No Apparent Discrepancies Level 1. - DWG - 5%15/98 Fuddle weias;% lea Apparent Discrepanc11 ies�/L M�9,0—T/9.O,fiI9.U— TI6.a, TI6.0-QI6.0 5/15/9$ Puddle welds % X No Apparent Discrepancies Q/6-0-9/2.01 Q/2 . 0— M/2.0,M/2.0-MI9.0 5/15/98 Puddle welds#. Apparent i ancien 10AH'0 -w 'ASH f N TON * OREGON * WYOMING . MONTANA a, UTAH # NEVADA 5/21/98 COLRIC 130-980181 STRATA, Date of INC ids 6on 5/15/98 5/15/98 5/20/98 sI2oI98 5%2/9$ S/20/98 0 Location Ing ectad Nelson suds G/L M/9*0-T/9-OfT/9.0- e j T•'-. Nelson t u Q/6-O-Q/2*01 N .- M/2 * 0 1 M/2.0 - M/9 Nelson studs Level I - DWG - Ledger Angle L T/9 -0 -7/7.0,S/6.0 - N/6.01 . - . - .# *-� Ledger Angle: G/L * -' . level 1 - DWG - Masonry Steel* G/L A/9a0-D/`9.0,A/2.0- K -1 Detail 3157 Masonry Steel; G/L - e j �.1 level I DWG - Roof Decking L M19.0 -s.919.0 - S -9/9-0-S-9/7 # - . * -- Roof Dire R/7,.O—M/7so 1 Meets Requirements YES NO Hi. M+ --�O Remarks No Apparent No Apparent INVOICE 41 A Discrepancles D.Lscrepanci-es ��i No AT)iDarent scr anc es No Apparent Discrepancies No Apparent Discrere yes No Apparent 0 Discrepancies apparent Discrepancies No Apparent Discrepant Iscrepancies 130-980181 T a Page 2 GEOTECHNICAL ENGINEERING & MATERIALS TESTING i 4460 Ki n gs Way 3, Chu bb u, I daho 83202 208 237-3400 Fax 208 237-3449 REPORT RICKS COLLEGE Phys Kcal Plant Bldg Rexburg, ID 83460 PROJECT. dmi t ion it INSPECTION TYPE., ACCEPTANCE T INSPECTOR: Date of InsDection 4/27%98 4%27/98 4/2?/98 4/2i/98 4/27/98 4r27/98 � T FILE NO INVOICE INSPECTION REPORT Ultra Sonic AWS DI , 1 -(DHT Location Inspected Ledger Angle; GSL A/3.5 -D/3.5, D%3.5 -D/4 D/4 -F/4, F/4 -F/3, Ledger Angle; L F/3-Ee j E o .5-. Eo5/2-'f G/2 -G/4 Ledger Angle; GIL E/7 -E/10, E/14 -G/10 E/8 -F/8 Ledger Angle; G/L Level Z DWG # S-3 Roof Decking; G%L D/5 -D/21 DI2-L12, L/2 -L/51 L/5 -D/5 Roof Decking L Level I DWG 4 S-5 Stiffer Plates; L E/8 north, oath IDAHO • WASHINGTON 0 OREGON! Meet Requi-rements YES NO Remarks X No Apparent Discrepancies XNoApar t a ies X No Apparent Discrepancies X No Apparent Discrepancies X No AP arent D installed _�,, beams had no stifn in areas/received DWG S-3 WYOMING - MCNTANA * UTAH a NEVADA �r6lga CQLRIC 13D -9801a8 a T twin -w iN OV� Aq r PaM8TAB sPa4cT830t, d7jgo sapTs qqoq do sPTGm 49TTTZ a0leTd UGNP4 buTPT8m lllT paddi qoaaaoo T Tq-* T Teeqs/sutunTOn Tq Ta T 'T0 T as i S-),[apwaH T - T lAmi i 9 ON aflia 86/LE:/l & alva l * S 1 M t O 6-11 q 'qd ulpag -'*Oq - - --- lq i T7 T - _ - 04 pTao J;Hwau x0i I pa40a sub [iC]T qEoU"j IP 86/5t/T Uo-r4na s�z� 10 4 L Ci HV OTUOS p-74Tn * im l J Daqg Iqd qV0jgXHd a0a7q00 SX31H * 01 1HOdaU -JAZ ?� 100.�EERod O Oqupj '�)nggnq ' hGuy �V UNIJ.S31 Slldld3i'dW d DNlH99NION3 -1bOPNHOA1039 i TUC ins ection 4/27/98 4/28/98 4/29/98 4/29/98 Li -on Ins 2e��d Shim Plates to Embed: G/L G981 E-6/8 TS to Steel Block (Plateform} Column to,,Steel Block Stairwell Rails to steel Block Stairwell Rails to Steel Block, S end Stal'rweli TS to Steel Block (Plateform)S stall ixwell Column to Steel Block Meets Requirements M Remarks Wold addedto proper fillet INVOICE N046 130-980148 achieve size& x N end stairwell /repa-irs OK, Fab. did not repair erect. -or fixed flaws. 0 Ap-Qarent D x ea class "Alf discontinuity. x I ea class vfAlv diScont inuity, x 0 a iscrepancies Repaj..r performed on site. P d No Apparent Discrepanci-es GEOTECHNICAL ENGINEERING &MATERIALS TESTING Y i GEOTECHNICAL E INEERIN MATER IAL TESTING 4460 n 'Al -y 6, ChuMuck, Idaho 83202 208 237-3400 Fax 208 237-3449 . . REPORT T. RICKS COLLEGE Physical Plant B1�. Idaho 83460 PROJECT*. i t ion Building n INSPECTION TYPE: ACCEPTANCE STD .0 INSPECTOR: Ultra Sonic DHT INSPECTION SPORT Date Meet of Location rm Inspection Inspected YES NO Remarks Pour Stop; L X No Apparent E/5v0-E/6*0f . , * - .0 REPORT DATE: FILE NOS 6/15/98 Seam Welding; Some 0/2. -T. t l exit areas marked for T# -T. repair. 6/15/98 SeamsWelding; T v — o j exit areas marked for 0/6o- repair,. 7/1/98 Sem Welding; L X Repairs Acceptable 0/2. -T * , 1 T/260 -T/690 7/1/98 Seam Welding; `L X Repairs Acce table Tv -aj 0/6a-* 7/1/98 Seam Welding; G/L X Areas of big holes M/6v0-T/6-0r T/6.0- missing seam welds T *t T* -M, throe ghout th-Ls area. 7/1/98 Seam l reasi g holesM/2- 0-M/6,0 & missing seam welds throughout this area IDAHO * WASHINGTON * OREGON 0 WYOMING * MONTANA @ UTAH * NEVADA 9/2/98 CQLRiC 1 STRATA, INC Date of Ins ion 7/1/9s 7/-1/98 7/1j98 ?/33/98 7/13/98 7/13/98 7/13/98 Location Meets Inspected Requirem nts YES N Seam Welding; L i* -To# *- TP/ T* -9 Seam Welding; G/L x M/6*0-M/900 Puddle Welding; L T/9.0 - T/6. 01 T/6 - f Puddle G L M/6.0 -M/9.0 11 Pen Weil Knife Plate to column eked; G/L D/6. 01 DWG Full Pen Weld Knife Plate to column embed G/L D*, DWG -- Ledger Angle; G/L ,1. -*f DWG Beam to embed * L Lor DWG Angle iron -column Angle iron - i t- ' n Flag; L S/2.0 l - i o N12a — N/9*0 -T/.f G%L Remarks No A parent Discrepancies NO A n L n i No Apparent Discre discrepancies No Apparent Discrepancies x Is not complet this date,. w Observation report from LWT 5/14/98, these items completed per Eng. DWG not x East-West girder not welded.. DWG S-4- bolt missing @ various points GEEr`TLI'CrHidICAL ENGINEER[NG & IMATERIALS TESTING 4 Page STRATA, INC Date of Ins ection ?/13/98 7I13I98 7/13/98 7/23/98 7/23/98 7/2398 7/7/9$ Meet Location 4P Inspected Requixements YES NO Rema-rks C01u.s-gutsy X DWG S-- & 0 ts T/9*0-T/2,Or miSSing @ variOus points. T/2. -. Ledger Angle Wel * X B il ing south stairwell, ledger angles needs to be completed. All s--L--.airs X Handrail needsplacement. Full Pen Weld X Has not b een completed, L D/5. Beam to embed. G/L R/9vO-T/9.0 X No Apparent ii - Ledger Angle Beam to Embed{ L L.01 K. ,Knife Plate to embeds L E/5*0 Knife Plate to eked* L E/5,0 2nd level Angle Bracing G/L B/2 *—,or Bf D/2*0, 2nd level Angle Braci to T L E/900- E/9-0, 2nd level 0 Ledger angle embeds -throughout are sunken shl-mmi.-ng problemexists. Has been welded, Punch list items #13 #2 Inas been welded - Punch list items #16 DWG S-51 Detail 25/58 - Punch list #15 (structural steel) complete Punch Iist Punch s -I R a -1 aj S1. I item #5 item #7 A Page K TRT, INC Date Qf Inspection 7I27/9s ?/27/98 Lavation Inspected Beam to Embed; G/L En's . a, E/9.0 L/a.Q, L/3.01 L/5.0 Beam to Embed; G/L T/3.0 Ist level TS to TS G/L 2#-BwtA/9.0- 5/9*0 It level Meets Requirements YDS NO Remarks Punch ' item #25, X30 Punch list items Punch list item #29 s ,:,E TEC;H'Nf AL ENGINEERING & MATtRIALS TESTING I Page