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Home My WebLink AboutMATERIAL TESTING & INSPECTION - 03-00015 - BYUI - Student Housing 16 Buildings (160 units)0 r•$. _<•r ... MATERIUkLSTesTING -x+exv: •. . i. INSPECTION PAGE # 1 OF 1 REVISION DATE SEPTEMBER 10, 2003 FAEIREPORT S\2003REF0RT �E 00 13 U BENSC RPT 0 STEEL, Doc ❑ Environmental Services -j Geotechnicall Engineering J Construction Materials Testing Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project: Benson Building O'd urtrey Inspector. Inspection Date: Troy McM September 812003 STRUCTURAL STEEL. WELDING INSPECTION REPORT On the aloove date, our representative performed work on the referenced project as reported below. I - MTS~ S iiispector had a telephone conversation with the on site management for thisprqlect. It w . uZ:) that the ri that connects the new structure to t hei t i n clstructurewas nearly t7 NOTE; The contractor did not notify the inspector that the skybridge had been erected, therefore the inspector vvas unable to inspect any welds or high strength boltiong that was performed, If you have any questions concemincr this report (rpt.203 steel), please call an us at (20$) X29-$242. Re spectffilly submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Llan King CTA h t t , � � t l rg, Jacobsen Construction 1 230 N. Skyline Drive, Suite C, Idaho Falls, ID 83402 208 529-8242 Fax 208 529-6911 E -Mail eimtl@mti-id.com WAA.Mti=id. 1Tr SEP 1 5 2003 8: 46AM HP LASERJET 3200 � . M =DEMkL5 • 1 x TeSwnNG &Y � - 4 aTa To+Yv�y Y-tis1 yy a °q��, -INSPECTION P PAGE # 1 OF 1 REVISION DATE EPTEM BFiR 10w 21303 F:SEI REPORT \2003 REPO RT �E )0I BYU 19ENS0 gPT20 T EEL, L)O 1 o Environmental Services Geatechnic,al Engineering o Construction Materials Fasting o Special Inspections Val Christensen City of Rexburg P.O. Box 280 Rexburg, ID 83440 Project: Inspector: Inspcction Date: ]Benson Building Troy McMurtrey September $, 2003 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above dale; our representative performed, word an the referenced project, as reported below. MT1's inspector had a telephone conversation wiflh the on site management for this project. It was discussed that the skybridge that connects the new structure- to the existing structure was nearly complete. NOTE; The contractor did not notify the inspector was unable toinspect any welds inspector that the skybridge had been erected, therefore the or high strength bolting that was performed. If you have any questions concemiffig this, repot (rpt203 steel), please call on us at (208) 529-82420 Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Revie,�ve'd by: Dan King El astern Idaho Manager Original id copy to .1n: Yt-fdho CTA Architects,, City of Rexburg, Jacobsen Construction 1230 N. Skyline Dave, Suite C, Idaho Falls, ID 83402 208 529-8242 Fax 208 529-6911 E -Mail e'lrnti@rnti-id.com www.mfl-id-coin t 7 BRIGHAM YOUNG SIT IDAHO October 24, 2003 Val Christensen Building Official City of Rexburg; Bufldincr Department PO Box 2$0 Rexburg, ID 83440 Re: Special Inspection for the Benson -Buil -ding Dear Val.0 Materials Testing and InspeGtion of Idaho Falls has been the special inspector for the Benson Building in accordance with the 1997 Uniform Building Cede, Chapter 17. At this point in time they will continue to act as the special inspectors. T2M has been engaged to check limited specific items on the.., building. If at a future date the special inspector is replaced, I will notify you of the action. If you have any questions, please call me. Respectfull acifities Planning and Construction Cc: Charles Andersen Lloyd Benson Dan King, MT1 Richard Smith 10/13/2003 Lloyd Benson BYU Idaho Physical Plant Rexburg, ID Dear Lloyd, 83440 STATE O F IDAHO WWW.cl-rexburg.id.us Mt wee i0. 12 North Center Street Rexburg, Idairlo 83440 Rhcne (208) 359-3020 Fax (208) 359-302211 e-mail rexburg@cj.r9xburg_1d'.us 'Xe have received a letter from �VITI concen-_dngr she special znspeciions that took place on the Ben.�op BuiJ:dL*ng Project;, 1 have attached a copy of the letterto the back of this docur-n-ent. 4.1 According to this report, there were a large number ber of deficiencies repo-fted by the special �nspeetor that had not been rectified by the contractor. We will need to have you iollow up oil cmch of -the reported deficiencies end provide us with documentation.. Furihermare, it would be helpful to have a meting With the University and City to once agam' discuss special inspecfions m" general. We could get together at City Hall for a luncheon meet i*ng at 11:flQ a. m. on Thursday October 23. Please let me know ifthe time and day of the meeting wifl work for the University and how many attendees to plan for. If you have any questions please give me a call at 359-3020 ext. 3240 Sincerely', Val Christensen IP Building Oficial cc: John Millar Jon BeIr'V of Stephen Zvllinger -4 --- MATr=RLMLS W i a ti � . s...' .# •n �. di�Y. ✓ �dTES NG w _INSPECTION PE # 1 OF REVISION DATE OCTOBER 6, 2003 F,kE RiEPQR f � 0 R FPORT x_=3000 1 SYU EN 0JW-RPT 4.0-Q Enronmnt 1 `_3eLrvic..es QGeotceicical Engineering Q Construction Materials Tessin :j Special Irespections Val. Christensen Cit; o.� �e�bur� P,O Box 28O Rexburg, ID 83440 Project-, Inspedor: Inspection Date: FIN,AL STEEL REPORT Benson Building Trey McNlurtrey December I6, 200Z — September l0, 20a3 On the above date, vu� representat��u perfor*Lned worms ou the ieferenced project as reported below. This letter .`r 17nO of the UUaff_orn-i z ect specification the project scope of Materials TestinQ and Inspect' ion personnel hLrvre performed t speci al inspections of the followinorftems.- k__ Soil Sub Gradeand Density,Testincy Reports: L, 93 12.5 14 16is, S _ s 60 62, 65 68-J 70-- 74 76 78. 80 11 ,90�91, , 97� 100,102, 106 l 7 l 1 2, 11311'_. r_15 129, 1364 1"59,5 141 � 14311 146, 147} 149., L . 1 1581 159) 160� 161 l 62 166,7 _174, 180. 1827 1837 1863 It 1883 192 and R Laf r Concrete Test' Inspections or ; , -3 � 5 � , # S. 10, 11 l 1 1. 20 1 33 355 379 41 44 45, 49 57. 59 612 64 677 71.9 723 77- 82- 84. 92, 9-3 7 95, 96, 99, 111, 116. 118-_130,, 132- 138 140... 144, 14,) 148- 151,, LDD 1 � 1672 169, 171, 1767 1 , 1783 1797 1811 i 71 1 � 190 and 191. Reinforced I ry Te stir or and Inspections Reports: 88, � 10L 104 1052110 1203 I 1245. 1 1`4. tru e ,Meal r -t , , 11 � 1 � - 1 I , I 1 $ 1 1 s 203. 'M,T 1 duns aLL'L 1 1 �� 1 0 1 U te. Solis Laboratorv, Anal : 698 vs. 1557.d0c Proctors 507-,S,508,x, 1. . 4 -14-S .-ad iS Based ou t'he inspecuons and test results nr t during site �' RunF � q r inspected uTin the referenced period was P i , r accordance -wit it l ' � €1 � t. 'Uniform l Y..or Codi'plans r' r except as noted below- 0 Reports 4, 6,7127 1 4- No tromie used dunng placement of concrete. Re�porls 5, 17: Rock pocket or honeycomb f or side of f otinor_ Rexburg , Bul"Idil-nor Inspector d1'rected contractor to -aro 3 t d? � t r� -r- e t T6 i�_ Inc } i f' '� �i f �[ 1 -1 'r r 1 r r� � r, r� [-ti g T { h T T x a +la 1r of d 1. '� ��c �.J n c of Y � '� �,�'� ��X.+ ��1' l � �'E� T� Y 1 � d3 �� f � �i r�i � �} �'� `yrs r �� . IL � [ 4 � } � ��. iii, 1 -Il l ova' D. This axea-vas dxy packed-Wftff-abut after- P1li r 'do � � tfor said �ill c all MT for futuredowelingpe praeorer �g dowel 1 at operations_ 0 Report 6_3: Jacobsen Construction received approyal to use all thrcad and epoxy for the embed plates, but did not have a pi -ova -1 a-oxnthe. ti - n l �r to shorten the i n crt f the to . -part : Grout holes in footin<2s could, not I ted. Contractor said the had been core tr could not c n - this. Repo. -rt 1 t pit slab fooUncr was 'pix inches ick.rd' 1 t should have been. 1 'nches -ik4 I230 N_ viine D,IV Suite C, idaho Fails, ID 3340 Fax - 208 529-691 1 MATERIALS TESTING & INSPECTION PAGF= # 2 OF 2 REVISILON DATE C)CT02E;; 6 T 2003 ��LITJSERVF.ci2�E]Rer'_";D-P,RT:S�1,2003REPORT S�E30001 BYU SEMS ON\RPT204. DOC 0 Environnnental SAces D Geotjn..chnical t' Enginee[-sna Q Construction Materials Tes %-a Ling 11 Special fnspections Reports 49, 47; 116, 04 and 07: Aix content wid slump r out of spec., however, compressive strencrth test reports indicate that the concrete., met or exceeded Project spec ificauons. Reports 116 and 132: :1/4inch smooth dowels at construction jomts were not used but were iqlaced nNqth :,4L4 rebar. Reports 3 )2 and 186: Submade inspections were iiot performed on any asphaI or sidewalk locations. Rap ort 15 3 ): No RE re c elve d for e xtens I o n o f emb, e, d p I ares and jois ts wer e on1v weld e, d o n one si de. R3port 83)..- Studs were core drilled out. but Tic w studs were ne-ver reinspected. Report 199: Ledger bears an nothinu at the ends and roof deck was covered before inspections could be performed. Report 156: Due to the laze nodfcation for steed inspection, the beam connection plate to embed plate welds we.rc covered by firer n u . It was, rt -quested bv..Jacob-,sen Construction and BYU-Tdaho that we 1"P.-Spect ranly 20% Cf these xvej.ds not perform visual L'nspections on all wilds as required by Paracrraph 6.9 or AWS DLI — 2002 Structural Steel WeldincF tl_ Z--,) Code, "Allwelds sh -all be visually inspected and shall be acceptable if the criteria of Table 6.1 are satisfied"- 0 Re-1. ms Iport 20-�. Inspector was not nouffied of work being performed and was unable to pect the skv br'tiae bolted connections, roo-t cteck or any weldincly that was peTfoi-med. Lloyd Benson of B'YT_T-!dq_ho stated that he had T2M Inspect' ions IdU-,- MIT o Lhis imspecta'01-1 L,? L 11 c annotconf=_ ffiat it' was constructed in accorciance wma approved plans and specifications. See reports for infarmation. NOTE: MTI performed tests and �nspecfions on1v when scheduled to do so., W If you have any questians concermng this report (rPi2C4.doc}, please call on us at (208) "529-8242. Respectfully submitted, NIATEI2dAi.S T�:STIli"U & iNSPECIION INC. Reviewed by: Dan Kind Eastern Idaho ��lanager OYU.,jeiginftf Si4gned Copy t-0 Cfient. 1> luaho CC: CTA Architects, Gty of Rexbur% Jacobsen Cansa-uction e Ps 1230 N. Skyline Drive,. SIlite C. Idaho Falls, ID 83402 208 529-8242 Fax 208 529-69-1 1 E -Mail eimtj@-mtkd.cc)m www. mti-id,coin