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Home My WebLink AboutSPECIAL INSPECTIONS (1) - 03-00048 - Deseret Industries - New CommercialFOR EN ASSC)CIATES ,/ INC. A CDMPA1VY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project Name: Rexburg Deseret Industries Inspection Date; january .1, 2004 Inspectori, JOel Martineau, Type of work: Masonry Inspection Forsgren inspected the masonry wall between B 1 and half way to F 1. The upper 4 feet of walk had. not been grouted. On JanuaryI 5t a blizzard brought winds up to S mph to the Rexburg area., and scaffolding and tenting that surrounded the wall was damaged. An �mp�vyee of Mickelson says $1 Q, 000 of scaffolding was bent and ruined when it toppled. Forsgren observed that much of the upper section of wall from eight to twelve feet height wzXl have fo be removed due to extensive �rack�ng of mortar 'Dints a�ad d ofmany of the blocks which occuraredwh �n the scaf�'o�d�n� struck the „ri_rrrntiTtar��OcatI0I1 4f the wall. Lower gall, which was grouped signs of damage, but blocks dislocated by tw grout Pourneed to be repaired. with exceptionally strong groui shaved no o separate blowouts during the 12-31-03 Forsgren found that much of the work performed in the afternoon .of 12-31-03 was t f damaged by high winds. Technician.- Joel Mart- ineau Special Inspector: Jeff M. Snyder �A;2.� r tom:-�•� �,.-. A COMPANY OF ENGINEERS AND REXBURS, ID 834401 ''(208) 356.9201 / FAX (208) 356 0206 EXL F? ' BOISE WYOMING WE T EE LT LAKE CITY / SA CRA MENTO www.forsgron.com rJ fRS�RE1V' ASSOCIATES � INCU A COMPANY OF ENGINEERS AND SCIENTISTS Project Name: Rexburg Deser 11asPection Bate: 12-31 _M SPECIAL INSpECTION et Industries a Inspector: Joel mart- ineau Type of work: Masonry inspection aid Groin Pour Forsorren inspected the placement of masonry block and reinforc�n exte�.ox wall of Deseret Industries from 13.1 to about 10 feet no g steed in the wept Of four to eight feed. north of F- 1, from a height Forsgren witnessed the grouting of the masonry columns slun�.p were tested. Bath rnartar cylinders andgroutprisms and beaxn.s. Tempera,�ure a.rid 1ns�de the ��nting is about SD deg. F.The, were made. The temperature c�ontinuo�xs heating. rnasvnry �va.�i under construction is under For,grol found the mark inspected to be In compliance specifications, except that two blacks thatwere cut for with the approved plans and low-hft grouting. The blocks vill be repaired by theC�e doysruptured during the vntzactor. Technician: Joel Martineau Special Inspeciar; Jeff M. Snyder A GRr1PARV6?'J►�&C, WWF{ fOrSgrOf7. CSM q F -R REN ASSOCIATES/ INCw COMPANY OF ENGINEERS AND SCIEAMSTS SPECIAL INSPECTION Project Name: Rexburg Deseret Industries Inspection Date: 12-24-03 Inspector: Joel Martineau Type of work: Masonry Ins 4b pection and Grout Pour Forsgren inspected the placement of masonry block and reinforelng steel at the exterior wall o�'L�eseret Industries from A-1 to A-4 from a height f s��teen to twenty.nQ�two feet and. from A- 1running southward far �Y feed to the first sixteen to twenty-two feet. y from a h ight of Forsgren witnessed the grouting of the masonry Columns and beams. Tem �r slump were tested �(61 deg. F. and 7-112 inches, respecivel , The contractor�afi re and. gall0lis of water before further pumpmghookplace. The �) added ten rune cubic yard batch was truck. by Walters at its Rexburg plank under picket 10566. Mix #516 was used. aI�- temperature was 23 deg. F. at the beginning of the pour, and above 3� deg.A.mbient end ofthe pour. The entire noz�th walX from A►1-A-4 and fro�a A-1 towar F. by the arzd heated within one hour of the grout pouar. This will continue until ds B- 1 was Tented morning. tomorrow F°rsgren found the work inspected to be in compliance with thea r0 oved f specifications, except that high -lift procedure was, used ��six f ep of �va.an sand at once rather khan the usua.e., l four}. � was grouped Technician: Joel Martineau Special Inspector: Jeff M. Snyder ;'' 'M burg DE700 Const\760 oMoly\763 M.a on �12-24-03 masc) P F ENGINEER'S AND SCIENTISTSe cticr'45am.do. PEXBURG / BOISE 350 NOR2n.d EA S TI REXBURGI ID 8344 } (208) 356,9201 FAX (208) 356-0206 E CITY / SA CRA MENTO www.or ren.com R REM ASSOCIATES /INCE COMPANY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project Name.- Rexburg Deseret Industries Inspection Date/Ti'me,,-' 12-23-.03 at 1300 Inspector: Joel Martmoeau Type of work: Masonry InsPectivn and Grout P our Forsgren inspected the placement of masonry block and reinforcing steed at the north extenar wall of Deseret Industries from A. I to A-4 from a height of twelve to eighteen feet and from A-1 running southward towards $_ i to the first Boar, ftom a height of twelve to sixteen feet. Forsgren witnessed the grouting and vibrating of the masonry c.oluxnns and beams. Temperature and slump were tested (G0 deg. F. and 9-1/2 inches, respectively). The six CY batch was truck -mixed b� Walters a� its Vailey Concrete facility in Idaho Falls under Invoice 0458Q. Aggregate of minus 318 inch screen and 7 -bag mix were used, aeon with 5 ounces per Cy of Polvheed. Ambient aar temperature was 29 deg. F. and ei htgallons of v�a�er vvas added to t�h.e mix �� die site.� No samples were taken. Forsgren found the work inspected to be in compliance with the approvedplans andspecifications. Technician: Jaen Martineau Special Inspector: Jeff M. Snyder COMPANY IES k REXBURG, 0 83440 (208) 356.9201 FAX(208)356.020.6 EXB f113 1 WYOMING/ w ' , T EF LT CITY CRA MENTO www. for r n. orn FOR- REN ASSOCIATES/ INC. i "'- A COMPANY OFENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project Name,* Rexburg Deseret Industries Inspection Date: 12-23-03 Inspector: Joel .Martineau Type of work: Masonry inspection and Grout Pour Forsgren inspected the placement of masonry block and reinforcing steel at the north 0 exterior wall of Deseret Industries from A- 1 to A-4 francs a height of eight to twelve feet and from A-�, �tn.� StH]t�'3war� fnr fh;�+---. ,. twelve feet'. �. -�y 1�,GL Lu ,C lirst aaor, Irorn a height of eight to Forsgren witnessed the grouting and vibrating of�he masonry columns and beams, Temperature, and sump were tested ( 6I deg. F. and 14-314 inches, respectively).The si CY batch was truck -mixed by Walters at its Valley Concrete facilityin Idaho x in�aoice X4544. Aggregate of minus 3f$ inch screen and 7 -ba �x Falls under air temperature vas 15 deg. F. and den gallons of water was added to were used. Amb"le � the mix at the �. Three grout prisms were east and placed i nan insulated area at the, site for retrieval in 48 hours. Forsgren found the work inspected to be in compliance with the ap roved Tans and specifications. (Special note: masonry walk from coordinates A-4 to E-4,groutedheight of the load-bearing plaies an December 1 S, �0�3 ai ].50Qis havinto the roofing panels placedupon it today. As of 1 100, panels between E-4,E-3��e steel 'been paced. �'he curing time for the w�1 zsa roaches fvedays., to B -4,B-3 had approaching ..which 2s Iess time than Forsgren has recomme�.ded for steel placement}. IL " w4 Technician: Joel Martineau Special Inspector. JeffM. Snyder . ° eXbUz D1\700 ConsTMO OMplyN763 Mascry � 1 -2 3-03 rn as onry COMPANY F ENGINEERS DSCIENTISTS0 �r t �" T EXB R ., ID 8344 / (208) 356.9201 Z FAX (208) 356,0206 REXBURG BOISE I / WENATCHELT LAKE CITSACRAMENTO FORSGREN ASSOCIATES / INCM COMPANY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project dame: Rexburg Deseret Industries Inspection Date: 12-22-03 Inspector: Joel Martineau Type of work,-, Masonry Inspection and Grout Pour Forsgren m"spected the placement of masonry black and reinforcing steel at the north extenmor wall of Deseret Industries from A- 1 to A-4 from a height of four to eight feet and from A- 1 feet.. ningung southward for thirty feet to the first door, from a height of four to eight Fors9ren witnessed the grouting and 'vibrating of the walls. Tempera�uure and slump were tested (57 deg. F. and 9- 1 f2 znches, respectively). The load, consistina of three and nne- Y • w quarCer eubic yards of grout, was mixed bY Walters at its ValkIrry, {Concrete facilityiln Idaho Falls under invoice Q4485. Aggregate of minus 318 inch screen and 7 -bag mix were used. Ambient air temperature, was 31 deg. F. and five gallons of water was added to the mix at the site. Forsgren found the work inspected to be in compliance with the approved plans and specifications with one exception: Thsecond doorway east of coordinate A-4 is reinforced -as a Masonry Column Z (MC-_: 2), but only MC- I reinforcement is specified, The extra rebars done per cell) were probablyfoundati-onstarted with the stem wall in themasonry walls. Technician: Joel Martineau Special Inspector: Jeff M. Snyder # OMPA F INEERSP*86�etEft�i,�"�oPOMMM'Th8PEASTIREXBUP(3, ID 83440 2'08) 356.9201 IFAX 208 .020 REXBURG/ B01SE1 WYOMING WENATCHEEI SALT LAKE CITY1 SACRAMENTO www. forsgren,o FOR REN ASSOCIATINCE ENGINEERS AND ITIS T SPECIALD14SPECTION Project Name: Rexburg Deseret Industry Inspection Date: 12-19-03 �a 1 00 inspector: Joel Martineau Type of work: Masonry Can behalf of the owner, the following building components were inSDected b For-sgrenAssoc�.ates, enc.y Masonry Wall was b 'It up from a height of 2D feet to 22 feet (fmal height)from D.....4A�4 �nnd the requzred s ctural elements vvere p�.aced in the maso �,, load �o grout (3 cubic yards was batched at Walters concrete at about0950� a��. A of 0958 ung 1017 into the wa�.�. The ticket indicated the fo�I and pumped frown The opera%r of the gout pump indicated khat some r� owing: Ticked 10528 , Mix 516. temPeratum of the gout mix as delivered ft om thetruck��er vvas added an site. Thi was 55 deg. F. The work was. inspected and found to be in compliance with thea raved dans an Tecifications. PP p d FORSGREN ASSOCIATES, INC. Inspector: Joel S. Martineau Special Inspector: Jeff M. S, 11 : ,Mkexburg M700 Const\760 Cara I \7" COMPANY OF ENGINEERS f - RE=XE31JRG, ID 83440 1 3569201 J/ FAX (2081356,0206 REX BOISE WYOMING / THE ,SALT LAKE CITY MT F -OR. REN ASSOCLoq T.ES � INCO - ACOMPANY OFENGINEERS AND SCIEN WgCIALINSPECTION ProjectNanie: RexburgD seret Industry Inspection Date: 12-18 03 Inspector: JOel Martineau Type of work: Masonry On behalf of Fors gren Associn+es, Inc, the fallowing building components w inspected. P we MaSoLnry Wall from E-4 project lng East towards E-3, from a height �f I6 ft. to(the finished height)and topped 19�-4" by two metal plates fabricated. from angle iron and steed dowels which protrude downward into the black ap�gs. The maso contractor difficulty installing the meta]. places. Some, crackin was observed alvn�ihe actor had ITl/i'taI' loint after 'FSC n1atPc txn��-� ,.,y,,,..�.a _-- � - _ ._-- � upPcrmast also wi�esse�ihe grouting of the, wall. The wall w�dn( pnor s�e ollting. The Forsgren Inspector grout Pour, n��d and heated following the Masonry Wall from D-4 to F-4, at the finished building heiLyht of 22 ft ass previOUSIY-grouted wall that was 2� feet in height, was inspected and the e�.hIed oraInpsectr�r, who also witnessed the grouting. The wa�I was a�ered , before. and after the gout was ouxed into the wall. It is worth not' nth concrete blanket noting that the group. load ME out prior to reaching the joint at the north end of the r�10 �„tir a+ n_e .,�, ��. � _ � . volas vvilt need to be filled during the nexi grout pour. � V .� �� -�, �u `�i� ��na2n��g Masonry Wall from the, expansion j oint at C-.4, northward to the build*n was inspected prior to grout'ng. The required structural corrxponents had b ever at A-4 before grout was poured. A 4 -ft, vibrator was used duringthe cont' 1'�aced xr�uous pour. Forsgrein monitored one grout Load from falters Concrete, mix #5 16, tcorTect mix and temperature. Thegxout ternperaiure was 53 de . F. Te #IQ481 fog Of the dented areas was ri,Pno„r�a .,�..� � _--- -, . � mpeiratures InsIde - -- al�� lc�una to be at least 40- degrees duu�ing grouting activities, Samples of 2rout and mortar were not taken as part of the ins ec�i p on. The work was inspected and found to be �n carz�.piiance u��ththeaprspecifications. p1wis and FORSGREN ASSOCIATES, INC. Inspector.- Joel S. Martineau SPee'al ffispector: Jeff M. Snyder A C�M�'��'I��°.�j��L�}ip}��'NVP4'_�Pf 2nd EAST/ FiFX6URG, 1!7 83440 / (208) 358.9201 / FAX (208) 356.0206 REXBURG / BOISE / WyplVlIFVG / WFNA7CF{E,E/SALT LAKE CITY/ SACRAMENTO www.forsgren.com FOR R IE N ASSOCIATES /INC� 4 A COMPANY OF ENGINEERS AND SClENT/STSPEciAL IXspjEC TIO0 N Project Name: Rexburg Deseret Ind try Inspection Date: 12-18-.03 @1500 Inspector: Joel Marti,,�,, Type of work: Masonry The f0110wi-ng masonry work is vr%& erilied by F Masonry Wall ftom D-4 to F.,4, at thifa fps the final two feet �3 ro�ays} of height farlengrthfedbuilding hexght of 22 ftwas rouped for been�rora�ed earlier in the day(See reDO of 12 masonry blacks. This--airea had pQri for gTout at X93 0 this game davl.nod MasorLry way bw'lt up ftorn a height of 1 G feet to bearing plates and oder structural elements �� feet From D-4 to A-4 and grout was dispatched from Walters Conc�eie a� �, p�ace� �` the masa wall specified above an about 1500 and ou� wall. A load °� d vibrated. The wall from A-4 to abau� �ft4was Paced in the tended, � south of C-4 was The work was performed an compliance with the approved plans ani specifications. FORSGREN ASSOCIATES, INCIP Inspector: joel S. Marlmeau Special 111SPector.- Jeff M. Snyder 10 { A COMPANY OF ENGINEERS AND SC'ENTISTS-3,5�WV9?n)� EASTI F?EXBUPG:, ID 83440 / (208) 3,56-9201 / FAX (208) 356,0206 REXBURG IBOISE WYOMIIVG / WENATCHEEISALT LAKE /T y/ SACRAMENTO www.forsgren.com FOR R N ASSOCLAT / INCn A COMPANY OF ENGINEERS AND SC1FNrlsrs SPECIAL INSPECTION _ Pr%ect Name: Rexbuxg Deseret Industry Inspection Date: 12-17-03 Inspector: Joel Martineau Type of work: Masonry On behalf of Forsgren Associates, Inc. theIfallowng budding components wereinspected-, Masons walk from. E-4 expansion j oint proj�c�ing eastward about V2the distance f(7 E. -I 1,,$ and �opp�n� ane doorway, was built up from a height of 12 ft, to 1 � fit. The Forsgren Inspector also witnessed the grouting of the wall. Tie wall was tented and heated duan and after the grout pour. Masonry walk from L1-4 to F-4 was built up from 24 ft. to the finished build inheight 22 ft, Thi walk way covered wi�th concrete �lan��e� after the mortar set. This se - �f should be grouted t omorrow, tion Masonry wall was built from eight to twelve feet in height and grfluted firom the expansion joint at C-4., northward to the blding corner at A-4. The wall was inspected ul Prior to grouting, and the required structural components Were placed beforeout was loured. A 4 -ft. vibrator was used during grouting. gr Forsgren monitored one grout Toad ft1111,m �Ti�alters Concrete, nux #516, ticket 410452 correci mix, slump, and temperature. Three grout p�sms mere cast se for repc�ri of this date}. Mortar was tested for temperature which wa � � �ou� prism s s 5�3 deg, F. as batched. The work was inspected and found to be in compliance with the approved plans and specffl cations with the follow�ng exception:- � Expansion join# at C-4 is beingreinforced a I Masonry Column- I even though the drawings (note # 19 of sheet) re uest MC -2 � reinforcement. When it was discussed with Kelly, who represents Pete Mickelsoia site, he said that an omission with when the concrete sierra walk waspoured in at the' � area; no rebar was found by the masonry con�tractor as they bulli u �h,� � eX this joint . Rehadintim"A ed -+o inform Tommy Burdette with J� p �ans�an The masonry contractor did pit reinforcing steel from 1W LLe expansion joint, as an NSC - 1. .al10WeY' ',tlY[rrt."Kw... FORSGREN ASSOCIATES, INC. Inspector: Joel S. Mart- ineau Special Inspector: Jeff M. Snyd i.cobsen of the p blem but forgot.0 that level upwards on either gide of r _,L� MPMM----. 2nd EAST/REXBURG. 1D $3440 I (208) ;3,56.,9201 f FAX(2D8) 356.(1206 RFXBURG /BOISE/ WYOMING I WENATCHEE / SALT LAKE CITY/ SAC�gqMENTC] www. forsgren. cQm F R S C REN ASSOCLokTEs iNc, A COMPANY OF E1VGlAfEFRS AND SCIENTISTS SPECIAL INSPECTION Project Name: Rexburg Deseret industry Inspection Date: 12-16-03 Inspector; Jaen Martineau T ype of work: Concrete On behalf ofFarsgren Associates, Inc. the following buildingcoinspected: mpanents were The Forsgren Ins ....ec or witnessed the drill Ing, cleaning with cora appl1��°� �f �po�Y� a.��d the uzserii�n 0f all -thread bolts 3.nta e dr sed air, the hales at columns G-2 and G-3. The bolt heads were tapped horliti�lled S -inch deep ensure t�iat they were properly seated. This work was euired Y with a hammer to correctly to support the steel columns. � �o JQCate the �,nl�-v _ Forsgren monitored temperature at the location and found it to b .30, deg. F. The column pads were covered with concrete blankets after the work was completed. The work was inspected and found to be in compliance wi�ki specifications. the approved pans azid FORSGREN ASSOCIATES, INC. Inspector: Joel S . Mariinea.0 Special Inspector. Jeff M. Si A co �p,�'r56'�G��hs�,s�-�-i�aE��,��,�, ID 53440 / (208) 356.920 1 /FAX (2Los) 356. 0208 AEXBURG I BOISE / WYOMING/ WEIIIATCNEEI SALT LAKE CITY/ SACRAMENTO www.forsgrign.com R REN ASS O-CIAT / iric, A COMPANY OF ENGINEERS aNp SClFnrTIS TS SPECIAL INSPECTION Project Name. Rexburg Deseret Industry Inspection Date: I �- � 6- Inspector.- Joel Martineau Type of work: masonry On behalf of Fors9ren Associates , Inc. the inspected: following building components were Masonry Wall from A-4 to C-4, four to eight feet abase finished buildingbetween doorways; alsoMasor�y �a�i from D-4 t� C-4, firom T2 � slab (areas Masonry �a11 from E�4 to its terminus about V2the d'stance to E -3,°I6 fee- ; aisa,eight to twelve feet in. height. Re nfarcemen�ts were xns ecte from a height of the pouring of grout into the walls was witnessed. A four -foot d �n reference to puns, aid dor the ma�anry columns. portable vibrator was used Forsgren monitored one ro t load amVzng at the job site at 1305 for ca ternperafiure. Temperatuxe inside of the tended areas was measured �d found� �`�least �Q degrees.�o be at The work was inspected and found to be in eomplianceWiththea r 0 specif cations. approved plans and FORSGREN ASSOCIATES, INC, Inspector: Joel S. Martineau S'Pecial Inspector: teff' M. Si A 66'JPX0k5?'g#dfl *L16A g") J *J; I § 6W19U!�R9�r 2nd Fasri RFxeuR0, ifl 83440 1 (2as) 356.920 r o FAx (zoa REXBLlRG / BDISE! WYOMING./ V�IF,�,qTGyrEF /SALT LAKE Cl TYI SAGF�AMEIVTp '� 356-0206 www.forsgren.com R EN ASSOCLAT�s � INCm A COMPANY OF ENGINEERS AND sClENTlSTs P�d2�Cf Narn�. ri , SPECIALINSpr�CTION J -exeurg DesPret Industries inspection Date: 12-15-03 InsPector Joel Maxtineau Type of word: Masonry jnsp,�,�,tjo, and Grout Pour Forsgren 1nspected the ��acerx�e � nt of masonry bl- exterjojr� �1 of T7A�A,.,.� z. _ Forsgren s cure inside .�..,0k--'1GL lnausbriesfrom. A_4 to c.� k and rezrnfOrcing steel for the vie R, at a he�g�t of four feet. est ampl�d the mortar L .0 bezng used for thethe testedwall area. above wall section and T+nrnrr....__ r _ PlacedS,amples to round 1 th specifzca e work inspected to be in cc�mp.t2�ons except for the high ��ft lance with -the apPro�ved p1��aridissue. Technician: Jaen M art,neau Speca1 Inspector; ,Teff T4. S11df-ft� Y 4' COMPANYF ENGINEERS 1Tn EA STIREXRUpG, REXL30RG /BOISE/ WYOMING / WENATCHEE/ SALT LA KF k ID 83440 / 56.920 FAX (208) 356.. 0206 CITY PT FOR R N mh�� ASSOCLATES INCM GEMEMOM�' A COMPANY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project Name: Rexburg Deseret Industries inspection Date: 12-12-0-3 Inspector: Joel Martineau Type of work: Masonry Inspection and Grout Pour Forsgren inspected the placement of masonry block and reinforcing steel for the west exterior wall of Deseret Industries from D-4 to F-4 expansion joint from a heihtgof thirteen to twenty fejt. Forsgren witnessed the grout ing and vibrating of the walls, and noted that it was Wa� Concrete Truck W-87, dellove��.ng 5, 75 CY of grout, mix #516 ; picket number 103 54, �exs1415. Ambient a.�r temperature was 3I deg. F. Thi grout �temperatur� was 6 0 deg. at F. 7`'a speed construction in cold weather, the masonry contractor installed more than inch- high lift, an order to incorpnr�xte pialesfor structural steel. Reinforced mr�sonQ �Sblock wall vas �iurlt upfrom a height of 20 rows {about 13-I/3 t � (3 rQws, from finished masonry height] or 20-213fthighfor �� o a height of 31 ra��1sg�•r�uting, reinforcing bars were dropped i�tta e "� rise of 7 ft. Prror to ells. Nave were visible above the top of the blocks. Afte� grouting, additional reinforcing hors were inserted to match the of the top bond heath block row @ 3�'rows height. Two plates were disloc height the ilseTltion and were pushed bask into their positions. aced during Tutting and heat was applied immediately after all insertions were made in the ?7T .t (rexnfo�ced Plastid was drrxped from the east side �i�terior o the buitaing)- wall.fist level scaffolding and over the tai and capped rebars han z � over feet on the other side. Thee propane, heaters were used during� �g d�w� at least eaght ro.�e up to the top ofthe wall aid exited aver the ath�er side o the r��gh�: Heated air inspector was at the pro e�8.-f he tenting. The Mason7y �'' p �'..j�'om 04 Flt f to ensure that the testing was still in place �r�d that heaters were warking. The setup was still functional, 40 artd the temperature was 31 degrees. The following morning at 11 :30 ani the Masonry ��nhien� dxp observed that` t�l�e tenting dad been pulled down end the heaters were nnw slrulnspec�or� An2biOnt:r temp. was 3,�degrievs, and it was snowing. The temperature � that time and snow was melting on the sidewalks. p ature was rising at PrOject IaYnlasonrY in weather without tiontheArch * q ,itect. (Insphoned 'tect ver�6, that yewpermiss7on was" I- '` �,,h _ K:1JR1A11LRexburg DI17 0 Con st\760 COMPV063 Masonry\12-1-03fnasen A COMPANY OF ENGWEERS AND SCIENTISTS 350 NORTH2ndEASTIREXBURG, /D 834401"(208) 356-9201 IFAX(208) 356.0206 REXBURG IBOISEIWYOMING ,/ WENATCHEEISALTLAKE CITYI SACRAMENTO w for, , r n. coin R EN ASSOCIATINCIE COMPANYF ENGINEERS AND SCIENTlSTS SPECIAL INSPECTION Project Name; Rexburg Deseret Industry Inspection Date: 12/12/03 Inspector: Joel Martineau Type of work: Pressure Test of Water M ain and Hydrant by Zollinger Forsgren witnessed the pressure test of the wader main by Zollinger on the Deseret Industries site. At 091Z the Zine had already been pressured up b,y Bud Frew and Brett. Sorensen to 230 PSI, as dio'splayed on �h�eir pressure rne�er. The needle was not moving downward., At 1130, observed the pressure meter aftertwOho urs. Needle had not moped downward. Forsgren observed the disconnecting of the meter and hoses and �Ih.at the needle drap�aed to zero pressure. Apparently, the wader system has no measu�abie beaks in it. Technician.:Joelll�artineau Special Inspector: Jeff M. Snyder ,. A COMPANY OF ENGINEERS AND SCIENTISTS 350 NORTH 2nd EAST REXBURG, ID 83440 ! (208) 356.9201 /FAX (208) 356. 0206 RCI EX8RG /BOISE / WYOMING / WENA7'CHEE /SALT LAKE CITYI SACRAMENTO www.forsgron.com d ,F R REN ASSOCIAT iNco A COMPANY OF ENGlNEFRS AND SCIENTISTS SPECIAL INSPECTION Project Name: Rexburg Deseret Industries inspection Date: 12- 11 3 @ 1515 Inspectvr; Joel Marineau Type of work: Masonry Inspectian and Grout Pour Forsgren inspected the placement of masonry block and reinforcing steel for the west extPr;or wa.I of Deseret industries fromE-4 sixteen to twenty feet. to F-4 expansion joint from a height of Forsgren witnessed the grouting and vibrating of the walks, and noted that it was Truck W-80, delivering 5.5 CY of grout, mix #516: ticket numb 10312, batched at I444. Forsgren found the work inspected to be specifications, plans in compliance with�h the ap�ro�ed and Technician: Joel Martineau special Inspector: Jeff M. Snyder KWWRexburg DIV70o O rlst' 760 cpm p ly\76 3 Mason r\ 12-1 l -0 mason" A COMPANY OF ENGINEERS A ry inspectiong 15 15 _ ND SCIENUSTS 350 NOR TH 2nd EAS TI REX3VF?(3, ID 83440 / (208) 356.9201 / FAX (208),356.0206 EXB ' / BOISE / WYOMING r/ WENATCHEEI SALT LAKE CITY1 SACRAMENTO www.forsgren.com MMMENEEPP FOR R N ASSOCLATES / INC. i A COMPANY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project Name: Rexburg Deseret Industries Inspection Date: 12-11-03 @ 1000 Inspector: Joel Martineau Type of work: MasonryInspectimori and Grout Pour Forsgren inspected the placement of masoxuy blo'kx..' a�.d reir�#'varcing steel for the west exterior wall of Deseret Industries from H-� to �-� expa,.�sr+�n joint �� a height of sixteen feet and E-4 to E-3 at a height of eight fejt. Forsgren witnessed the graung andvzbrating of the wars, and noted that it was Truck W-63, deliverin� � CY of grout of mix number 516. Ambient air temp. a� time. o#` delivery was 29 deg, F. Forsgren found the work inspected to be in compliance with the approved plans and specifications, Technician: Jori Martineau Special Inspector: Jeff M. Snyder ' RNkARc .bur IWOri Consf,,760 COMPIyN763 MaSOMYM41-03mason , iris ti A COMPANY OF ENGINEERS ANDSCIENTISTS 350 i Y Y ! r r r r' S 1 L� 1 + ' ./ ,J 3440 r f iJ S.r '356,9201 1 � X (208)356.0206 REXBURG IBOtSEIWYOMING I WENATCHEE I'SALT LAKE CITY/ SACRAMENTO N F RS REN ASSOCIAT COMPANY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project Name; Rexburg Deseret Industries Inspection Date: 12-10-03 Inspector: Joel Martineau Type of work: Masonry Inspection and grout Pour Forsgren inspected the placement of masonry block and reinforcing steel for the tivesi exterior wall of Deseret Industries from H....4 to just south of B-4 at a door -way for the third lift,, 8 to 12 feed in height, and between doors, B-4 to A-4, the first four -foot lift. Fors9ren witnessed the grouting and vibrating of the walls, and tested the grout for temperature and slump. Forsgren took both mortar and grout samples for compressive strength testing. Forsgren found the work inspected to be in compliance with the approved plans and pec sificat�ons. Technician: Joel Martineau Special Inspector. Jeff M. Snyder :'i Rexburg D 700Or 060 Cornp]yM3 Masonry\12-10-03 rn Rs onry insp ectlOn IOAM.doc COMPANY OF ENGINEERS AND SCIENTISTS350 NORTH 2nd EASTI EASTREXB Rr ID 83440 .9201 FAX 0 .0206 BOISE WYOMING F T HEE /FACT LAKE CITY1 SACRAMENTO www.forsgren.com FOR REN ASSOCLAT INCS A COMPANY OF ENGINEERS AN,C,G SCIENTISTS SPECIAL INSPECTION Project Name.- Rexburg Deseret Industries Inspection Date; 1.2-08-03 Inspector: Joel Martineau Type of work: Masonry Inspection and Grout Pour Forsgren inspected the placement of masonry black and reinforcingsteel forextezior Industrieswa11 of Deseret Indus�es from F-4 to C-4 from four to ei � the, West masonry between doors,., C-4 to A-4 at a height of 4 feet. � feet Hugh and Forsgren witnessed the, grouting and vibratinof the grouliemperaizre and strength tee%ng. sumlor p. Forsg�en took both mom and grout samples for pm r ssi�e In addition., six cancrefip-mav�n� ___ _ although three, were u=•�� wcrc r�aae ror tes�uz�, damaged and co�.Id nc�� be used. Forsgren found the work inspected to be in compliance #,h the a rovespe��fieatIons�� d plans and Technician: joel9Mar�neau Special Inspector. Jeff LM. Snyder e r P 4- K -UR)AFM exh ra fg D1�7 GG ConsC%760 Corn P I y�7 3 Masonry\ 12a08 - 3 rn COMPANY OF ENGINEERS AND SCIENTISTS 350NC)PTPtlon EASTI REXBURG, ID 6344 (208) 3,56 201 �{ FAX , 208 , `. 020,5 REXBURG IBOISE YOKING TEE SALT LAKE CITY1 , orsgren,nom FOR REN ASSOCIAT INCm COMPANY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project Name.- Rexburg Deseret Industries Ir.spection Date: 12105103 Inspector: Joel Martffieau Type of work: Concrete Inspection and Samplm'g Forsgren inspected the placement of reuLfoxczng feel for the Deseret 1ndustries sig -inch concrete slab floor placed between grid coordinates C-2, C-4, D-.2. and D-4. Forsgren obseryed the placement of 60 cubic yards of concrete at the above loca��on. Forsgren monitored I load amvmg at the fob site for correct Max and proper sump. Forsgren performed I au entramment test and performed 1 sump test., Forsgren cast 1 set of 4 cylinders. Fongren found the'work inspected to be in compliance with the approved plans and specifiicatons. Technician: Joel Martineau Special Inspectors Jeff M. Snyder A COMPANY OF ENGINEERS AND SCIEN TIS TS 350 NORTH 2nd EA STIREX13UPG, ID 83440 208 356.9201 REXBURG I 601SE1 www.forsgren'.corn FAX 8 356-0206 EL��EE FO REN ASSOCIAT ew� P A C0MPA1VYnFJ=A1r-.1MPPJ00 Amn C%V%1CAM1L%-r0 SPECIAL INSPECTION Project Name: Rexburg Deseret Indusries Inspection Date: 12-04-43 Inspector: Joel Martineau hype of word: Masonry Inspiecton and Grout Pour Forsgren inspected the placement of rnasgnry black and reuiforc�ng �ee� fog the west' exterior wail of Deseret Industries frim F-4 to C-4 at a height of four feet and part of the Distribution Center frnnt Prt,-anep h�+��r u_i .,,,a Y , �.�........�}�+r.5 vv� rx Vvril 1t -i Jam! Cl.L it Eil d.fN71IT AT Also, the placemen industries budding. � of masonry wall and reinforcing steel from A-1 to B-1 of the Deseret Forsgren witnessed the grouting and vibrating of the walls. The 7.5 CY load of grout arrived at 11.20, Ticket 10022, Truck W-51, Mix.*'516. Forsgre-n found the work inspected to be in co Hance with the approved plans and specifications. Technician: Joel Martineau Special Inspector, -.b teff M. Snider AND SCIENTISTS , 0 NORTH d E T EX E _ f�4J f �, xID 83440 (208) 356.9201 1c:,X 0208) 356'.0206 URG BOISE WYOMING E T forsgren-com F -OR ASS OCILAA.TES / INCO .a cOMPA ►ur of ENG rNEFPs ANfl scIFuTIS rs SPECIAL INSPECTION Project Name: Rexburg Deseret Industries Inspection Date. -,o 12-04-03 Inspector: Joel Maft"neal Type of work; Masonry Inspection and Grout Pour Forsgren inVecte'd the placement of masonry block and reinforcing steel for the west exterior ural of Deseret Industries from F-4 to doorway near C-4 at a height of four fejt and part of the Distribution Center franc entrance, between H - I aid J- 1 at a height of about 14,feet. A, the placement ref m�asoruy wall and reu�fax�i�g steed from A- � to B-1 of the Deseret Industries building. Forsgren witnessed the grouting and vibrating of the walls. The 7.5 CY load of grout arrived a�c 112 0, Ticket 10022, Truck W-5 1, Mix 5 16. FOrsgren found the work inspected to be in eampfiance with the approved lans aid specifications. Technician: Joel Martineau Speciat Inspector: Jeff M. Snyder A COf"NY OF ENGINEERS AND SCIENTISTS 350 NORTH 2nd EASTI REX13URG, ID 83440 / (208) 356.9201 #XJDUPC. 1E WM' /{ T CHEE / SALT LAKE CITYI SA6RA' www.fo,rsgren.com JX ) 3 E0206 FOR R FJ ASSOCIAT INC= A GOMPA NY DF ENGINEERS AND SCIENTIS TS SPECIAL INSPECTION Project Name: Rexburg Deseret industries lWection Date; 12-03-03 Inspectar: Joel Martineau. Type of work: Masonry Inspection Priorto Grout Pour Forsgren inspected the placement ofmasonry block and reinforcing steel for exterior wall an the svuth wall of the D 14-guribution Center from10buildng coordinates J-1 to J-4, built u to a height of �v�nty-tvvo few. Farsgrer� also inspected the placement of masonry block� and reinforcing steel from G-4 to a doorway south of C-4, at a height of fear feet. Forsgiren witnessed the grouting. of completed at about 1234. bath ()f the aforementioned. walls, which was Forsgren found the work inspected to be in compliancewith the approved plans and specifications. Technician: Joel Martineau Special Inspector: teff M. Snyder A COM PANX QFi-4#jP1JVjr D SCIENTISTS 350 NORTH 2nd EASTI RE `RG S34401 08 356, I� TE SALT LAKE CITY1SACRAMENTO WWW forrin. o FAX (208) 356. o FRS R N ASSOCLAT INCm A COMPANY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project Name: Rexburg Deseret Industries Inspection Date: 12-02-03 Inspector: JoelMartineau Type of work. Masonry Inspection Prier to Grout PouT Forsgren inspected the p1wement of ma.sonry block and reinforcmg steel for on the na�h wall of the, Distribution Center from bu�din coordina#es _ ��t�'r�.or wall the west wall, H-4 to J-4, buUt up to a height of twentY-two feet.� � to H-4, and c�.touts and steel bearing pates for �e layerplacement of The wall features 17 steed roofing. F orsgren found the work inspected to be in cvmpliance with the �. rovespecYf�cat��n.�.PP � p�.ans �d Technician: Joel Martineau Special Inspector: Jeff M. Snyder fie. y.g ri POMPA N F E1L=i=_'S A ND SCIEN-rIS TS 350 ID 83440 / (208) 3569201PPXBURG '90)SF / WYOMiNG / WENATCHEEI SAL L,1111111111iwjrr 1 T www.forEgren.com /FAX,106 F -OR REN' - ASSOCLOkTES / INCE A COMPANY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project Name: Rexburg Des cret Industries Inspection Date: 12/02/03 Inspector: Joel Martineau Type of work: Concrete Inspection and Sampling Forsgren inspected the placement of reinforcing steed for asix-inch floor slab of the Deseret Industries between coordinate corners A-4, A--2, C--4, and C-2, with rebar tied on 1T" censers. Forsgren observed the placement of 120 cubic yards of concrete at the above location. Forsgren monitored I load' arrving at the job side for correct mix and proper slump. Forsgren Performed J. air entrainment test and performed 1 sump test. Forsgren casks 1 set of 4 cylinders.. Forsgren found the work inspected to be in comp�ia�.ce with the approved pians and specifications. Technician: Joel Martineau Special Inspector: Jeff M. Snyder 0 COMPANYF ENGINEERS # D SCIENTISTS 350 NORTH 2ndEASTIREXBURG, I 834401(208) 356.9201 FAX (208) , . 0206 R XB / BFISE f WYOMING IN f WENATCHEE SALT LAKE CI www. fors ren. o 4 F R REN ASSOCIAT / INC= A COMPANY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project Name: Rexburg Deseret Industries Inspection Date:,12-01-03 Inspector: Joel Mart au Type of work: Masonry Inspection/ Grow Four Forsgren inspected the placement �a.sonry bock and. re�nfvrcing steel for exterior wail an the west wa.0 of the dist��.bt��on area from building cvard�ates H-4 to J�4, bunt up to a height of twenty feet and J-4 to J-- 1, built up to a he�g�t of sixteen. feet. Forsgren observed the grout* and vibrating of masonry columns of the above- mentioned walI. The grout was from Walters Concrete, Ticket X549, Mix. # 516� delivered at 1125. Forsaren found the work v�spec�ed to be ui cvmpiiance with the approved plans and specifcati"vns. Technician: Joel Martineau Special Inspector: Jeff M. Snvd-;EN-.i 0 COMPANY F� ENGINEERS3P � 1 AND SCIENTISTS350 N013TH 2nd EA STI.REXBURG , I , (20B)356.9201 kf 1 Er WYOMING./WENATCHEE1 SALT LAKE CITY d SACRAMENTO www.forsgren.com /FAX (208) 356.0206 i F. R R N ASSocLATES / INC. A COMPANY DFENG INEFRSAND SCI,E'NTIS TS SPECIAL INSPECTION Project Name: Rexburg Deseret Industri,es inspection Date: 11 -25-03 InsPector. Joel Maftineau Type of work: Masonry Inspection/ grout Pour Forsgren inspected the placement masonry block and reinforcing steel for exterior on the east wall of the distribution area at H- I to J- 1, built up to a heiL:)rht of twelv�'��aver the topof an a en area su vrt�d by temporarye feet posts -6 p PP �uvad framing and permanent steel Fors.gren observed the grout -*ng and v�brati�g of masonry columns of the mentioned wall. The group was frvrr� Walters Concrete, Truck #W above delivered at 14�0. $ � Mix # 516, Forsgren found the work ffispected to be incompliance with thea rovspec�fcat�vn�.approved pians and Technician: Joel Martineau Special Inspector.- Jeff M. Snyder COMPANY OFENGINEERS AND SCIENTISTS 350 NORTH 2nd S dT RL 1]I�(gr' � � yIf �q { f j,��j SE WYOMING / war. fdr sgro n. corn FAX (208) 356-02-06 FOR GREN ASSC)CLATEs /'iNc. A C 0 MPA IV Y OF ENGINEERS AND S CIEN TIS TS SPECIAL INSPECTION Project # dame: Rexburg Deseret industries. Inspection Date,* 1 1/25/03 IMpector: Joel Martineau Tyke of work: Concrete Inspection and Sampling Forsgren inspected the pla.,,ement of E j - Of rebar set on 1 8" centers ba-�h E 4 F I F-4 floorslab reinforcement, comistmg 1w rzx Blocks kept the rebar at le --,,+ inches above the ba -se gra.as., 2 V VW1 ur&ce, F`orsgren observed the placement and viobratmg of aT)Dr concrete at the above Io�cat�onOXirnately 60 cubic yards of En connection with the 9 am delivery of collcrete. Farsgren mOnitored I Forsgren performed I of 4 cvli-nd IV ers. load arriving at the jib site for correct mix and proper slunip. air entrainment test and p'erformed I slump test. Fosgren cast I set Farsgren found the work inspected to be zr�specificatiolls. compliance with the approved plans and w -P Technic=* Joel Martineau Special inspector: Jeff' M. Snyder A COMPANY 0F ENGINEERS A 1VD SCIENTISTS 350 NORTH 2nd EASTI REXBURG REXBURG / BOISF / WYOMING / WENA TCHEEI SA LT LAKE fo rsgren. co m 0 ID 83440 / (20 (19)' 35 6.92 1 CITY I SACRA ' MENTO 0 /FAX (208) 356.0206 FOR REN S O C .TES rim/ INCO A COMPANY OF ENGINEERS AND S CIEA(TISTS SPECIAL INSPECTION Project Name-, Rexburg Deseret Industries Inspection Date: 1 1-2 1-03 Inspector: Joel Marineau Type of work: Masonry Inspection/ Grout Pour w Forsgren inspected the placement masonry block and reinforcing steel for the exterior wall from H-3 to H-1 on the north wall of the distributionwall of the Distr�l�uti�n area and J- I to J-3, or the w�L.L area, at a height of *,Drht to tWelVeL feet. ell Forsgrer� observed the grouting and vibrating to niasonry colunms of— the above- mentioned wall. The grout was from Walters Concrete Mix 516,delivered IAA71 with an ambient airtemperature of 27 degrees Farsgxen found the work inspected to be e n COMPfiance with the approved plans and specifications'. I Technician: Joel Martineau Special Inspector: JeffM. Snyder A COMPANY OF ENGINEERS AND SCIENTISTs 350 NORTH 2nd EI RE ID 83440 92 SOYSJF'°3" l�WY-OM'IN(3,1�IWEAfATCMEEI SALT LAKE CITY/ SACRAMENTO www. for sgren, com / FAX (208) 356, 0206 000� FOR REN ASSOCIATES / JNc. A CGMPANY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTTON Project Name: Rexburg Deseret Industries Inspection Date: I 1- 1 9.03 41 Inspector.- Joel Martineau Type of work: Masonry Inspection Forsgrea inspected the placement masonry block and reinforcm g steel for the exterior wall from J-1 to, J-4 of the distribution area, to be grouted eight tv tweJve feet in height at 1217. Forsgren observed the grouting and vibrating to mas mentioned wall. U. -r onry eolunms of the above. Fvrsgren found the work inspected #.o be in comp iance wit specificatioTis., h the approved plans and Technician: Joel Martineau Special Inspector: Jeff M. Snyder A COMPAN Y OF ENGINEERS AND SCIENTISTS 350 NORTH 2nd EAS T / REXBURG ID 33440,1 (208) 3,56-9201 REX13URG /BOISE/ WYOMING / WENA TCHEE / SALT L'AKF' CITY / SA CRA MENTO Www- forsgren. com �Z.Q7 0- '� Y/ FAX (208) 356. 0206 FORS R N ASSOCLAT /.INC. A COMPANY OF ENGINEERS AND SC1Lc►UifS'TS SPECIAL INSPECTION project Name: Rexburg Deseret Jndustrj*es Inspection Date: 11 - 18.03 Imp ector: Joel Martineau Type of work: Masonry Inspection Forsgren inspected the placement masvmry block and reuiforcing steel for the wall from. H-3 to H-4 and H-4 to J-4 of the distribution area, 0-4 feet in height. Forsgren observed the mentioned wall, groutmog.and vibrating to masonry columns sof the above- Forsgren found the work inspected to be in compiiance with the approved plans and specifications. Technician: Joel Martineau Special fiaspecton Jeff M. Snyder COMPANY OF ENGINEERS AND SCJENTISTS , 50 NORTH 2nd EAST/ REXBURG, wwwforsgren,com f r 1 - CITY CRA MENTA . F R REN ASSOCIATES / INC. COMPANY OF ENGINEERS AND SCIENTISTS SPECIAL II•ISPECTION Project Named- Rexburg Deseret Industries Inspection Dade: 11 - 18-03 Inspector: Joel Martineau Type of work: Concrete Inspecting and Sampling Forsgren inspected the placement of reinforcing steel for the six-inch concrete floor slab poured between corners C - I , E - I, E-4, aria C-4, reinforced with 44 reba�r �n twelve-inchcenters . Forsgren observed the placement and laser grading of 50 cubic yards of concrete at the above location. A concrete pumping truck was used for placement. Forsgren monitored 1 load arriving at thejob site for correct min and proper slump, P Forsgren performed 1 air entra�nrnent test and performed I slump gest. Forsgren cans 1 set of 4 cylinders, Forsgren found the work inspected to be in compliance wid, th die approvedplansand specifications. Technician:- Joel Martineau Special Inspector-, Jeff M. Snyder A COMPANY F ENGINEERS AND SCIENTISTS 350 NOPTH 2nd ET RR 183440 REXB ? + I F 0 /WENA TCHEE LT LA KE CITY/ SA CPA MENTO www.forsgren.corn 3 k FOR_ R N ASSOCIATES / INC. COMPANY OF ENGINEERS AND SCIENTISTS Project Name: Rexburg Des Inspection Date.- 11/13/03 SPECIAL INSPECTION eret Industry Inspector: Joel Martineau Type of work; Masonry Inspection and sampling Forsgen inspected the concrete black masonry wail and reinforcement prior to the placement of grout for wall 14-1- t I'll, H- 4, the first four -food lift. Forsgren observed the placement and vibrating of about 2 cubi above location, c yards of grout at the Fors-gren monitored the one load arrivmg at th job site for correct mix, and properp, slum Forsgren performed. I slump test, checked the grout temperature,, and. east 1 sit of 3grout prisms per the LTBC procedureFt�rsgren ansa filled three of sixCMUp��sms, ul�.Gh were prepared on site about 24 hours earlier by the masonry �ontractvr, and represent the required pre -construction samples. Also, three mortar samples were sampled, measured for temperature,,, and cast, All. samples were cured at the site for 48 hours. Forsgren found the work inspected to be in CoMpliance with the approved plans and specifications., One item was discussed with the masonry con�rac�or- -the re' Of the wall at H-4. as shown in G of She S.Q1 where the detail. shows u�fvrcemenr It was noted that a change had been a�prr oved for theQ ev1 avvs 3 arebar rn. one e�i�. my umn to use two rcbar at the eorner,per ony Burdettand Kelly, the representative for the masonry contractor Technician: Joel Martineau Special Inspector: Jeff M. Sjr 0 COMPANY OF ENGINEERS AND SCIENTISTS 350 NORTH" 2nd EASTZ REXBURG, ID 83440 / """08 356.920 ,10 6.0206 I T EE LT LA KE CITY'' SA CRAmENTO FORS �G REN ASSOCIAT INC� km A COMPANY OF ENGINEERS AND SCIENTISTS SPECIAL INSPECTION Project Name. Rexburg Deseret industry Inspection Date: 11/12/03 Inspector: Joel Maft*neau Type of work: Concrete Inspection and Sampling Forsgreia inspected the rebar,�aed an 18 -inch centers prior to concrete slab that is the, floor of the Distribution Center, 1 the p°uru�g of a four -inch caordu�zates H- 1, H-4, J - I and J-4.Qcated between building plan Forsgiren observed the placement of appr�axir�aafiely 60 cubic above lof concrete at the Forsgren monitored one of the loads arrj.ving at thejob site forsump. correct mix, and proper ForLsgren performed 1 air entrainment test and performed �of 4 cylinders.s�tiunp test. Forsgren cast 1 set Forsgren found the work inspected to be iii compl�ance w%th thespecifications. approved plans and Technician:. Joel Martineau Special Inspector: Jeff M. Sn, w NORTH 2nd EAST/ �EXP / B0JSj= D + 0 d - 35 , 0 1 aT F4 J l Jp f TCHEE SALT LAKE CITY/ sA CRAMEN-ro (2 .) www. fOrsgren. com FOR REN ASSOCLATES iNCO A COMPA NY OF FIIIGINEFRS AND SCI,ElyTIS 7S SPECIAL 11VSpECTION Project Name: Rexburg Deseret Industry Inspection— Date: 11110103 Inspector: Joel Martineau Type of work: Concrete Inspection and Sampfing Forsgren inspected the rebar, teed on 12" centers prior to the o slab that zs the f��or o�Desere� Industries, located betwen buildingFunng of a 6- inch concrete A-2, C- I and C-2. plan coordinates A- 1, Forsgren observed the Placement of approximatel' �4 cubs above location. �c yards of concrete at the Forsgren monitored one of the Ioads arr2ving at the "ob site, sump. .l e for correct mix., and proper Forsgren performed I au- entrainment test and performed I s of 4 cylinders. 1 n.unp test. Farsgren cast I set Forsgren found the work inspected to be in compliance specifications. p wl�h the approved plans and Technician: Joel Martineau SPCCial Inspector: Jeff M. Sm K.VRVA,Rcx-by1g M70(kig,67 A COMPANY OF Ei ID ,r` 1) . 11 2 FA T EE r/ SALT LAKE CITY/SA CRA MEN - . 0111 X(208)356-0206 www. forsgren, cow TO T 0 R ASSC)CLA,TES f INCE A C OMPA NY DF ENGIAIEERSAND SCIENTISTS SPECIAL INSPECTION Project Name: Rexburg Deseret industry Inspection Date: 11/11, 03 Inspector: Joel Martineau Tyke of works Placement of Bolts and Pes at Frani Entrance to Distribution Area Forsgren inspected the placement of two all -#bread bods at i 0�� and anoth The dolts are located at the front en�ran�e to the distribution center(centereder, pair at 113�. T and J 1) on -tag of the stem wall, which had been pouredpreviously.' between H.. had been missed as part of tl�e stem wall u�.st�.ilat�on. .Apparentl� the out thoroughly with compressed air and e o was The four holes were blown P X3' mixed and applied to the holes. The 4 ba Its were � i_nserted by twisting them and epoxy issued from each holeFina,lly, ugh nuts threaded onto tie fop afthe ba��s the bv� a� the bolt went in. hammer to make sure they were bottomed out in the hoes. �s were taped down with a placed at the same tune. �q'e plates were also Forsgren found the word inspected to be �n compliance with. thea rovespecif�cations,.�P d pans and Technician: Joel Martineau Special Inspector: Jeff,M, snyi A COMPA NY OF ENGINEERS AND SCiENTIS TS 350- NORTH 2n T e iEXB r� REXBUF?G / BOISF/WYOMING / WENATCHEE1 SALT LAKE C17-YI SACRAMENTO -6206 �d 3 440 � JJ #. t, form . o