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Home My WebLink AboutMATERIALS & TESTING INSPECTIONS (1) - 06-00148 & 149 - Health Education & Business Development Center - Site PlanATERIALS TESTING & INSPECTION El Environmei9fal Services Val Christiansen City of Rexburg P0 fox E Rexburg, ID 8 3 440 'eotechn'cal Engineering W -,,onstrucl'on Nlaferials Testi�iq Phone Fax: Othen- PAGE #1 OF I REVISION DATE 21112007 R -.\EASTERN GDH\ 06 R EP D RTs\E.6=0'103 - HEALTH EDUC & BUS D E`V� R PT02 8 SWE - D 0 C D SnsDections Project: Health Education &Business Development Center Phase 11, Rexburg Project Manager: Dan King Insp,ta^to Josh Cla" Inspection Date: January 18, 2007 Revised Date: January 30,1 2007 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above date., our representative performed work on the referenced proj ect as reported below. MTI inspector arrived on site to re -inspect items of concern on report dated November 7, 2006 (report 027swe). All items have been repaired and re -inspected to satisfactory condifions. except bolted connection on row G at gridline 3 on roofline of Level 1; has not been welded per AFI from Mark Andrus to Gary Palmer dated January 1 0, 2007. Still waiting fax RF1 concerning skylight splicing that was done to span or fill excessive ive gaps. d rf there are questions concemin (rptQ2$su�e.,�4 this report doc), please contact the Project Manager listed above. L-ld Respectfully submitted.. MATERIALS TESTING &INSPECTION INC. - F46PA Reviewed by: George DuPont Corporate Construction Services Manager CC: Kurt Karst, Alderson Karst Mitro Architects, PA; Ted Hendricks, East Central Idaho Planning &Development Association; Mark Andrus, G & S Structural Engineers, Arden Smith, Ormond Builders,, Inc.; Val Christiansen City of Rexburg 1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208-529-8242 Fax: 208-529-6911 EmaiLqie' mtia-mtkid. com, Website" www.mtj-i-d.com xMATERIALS TeSTING INSPECTION L) Environmental Services Val Cluistioansen City of Rexburg PO Box 280 Rexburg, ID 83440 U Geotechnical Engineering 13 lon Materials Testinci Phone: Fax, Other, PAGE #1 OF 1 REVI m DATE 113012007 HEALTH EDUC & BU. DERPT, DOC LJ Dern ;Hadi . Project: Health Education & Business Development Center phase 1Y, Rexburg Project Manager: Dan ming Triopector: Josh Clark Inspection Date: January 18y X007 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above date, our representative performed work an the referenced project as reported below. MTI inspector arrived on site to re -inspect items of concern on report dated November 7, 2006 (report 027si4)e), All items have been repaired and re -inspected to satisfactory conditions!, except bolted connection on row G at gridline 3 on roofline of Level 1; has not been welded per RFI from mark Andrus to Gary Palmer dated January 10, 2U07. Still waiting for RFI concerning skylight splicing that was done to span or fill excessive gaps. If there ars questions concem10 ing this report (rp102.8si4)e.doc), please contact the Proj*ect Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION ING, woo RevieNved by: George DuPont Corporate Constructioii Services Manager Kurt Karst, Alderson Karst M.I'tro Architects, PA; Ted Hendricks,East Centra. Idaho Planii-ing & Development Associati`on; Mark Andrus, G & S Structural Engineers; Arden Smith Ormond Builders Inc. • Val Christiansen City of Rexburg 1230 North Skyline Drive., Suite , Idaho Falk, ID 83402 208-529-8242 Fax, 208-529-6911 2 \O t+ 2ti: is g 'FO XOr MATERIALS TESTING r,}}, INSPECTION PAGE #1 OF I REVISION DATE 1127/2007 TAS F E R 1kR IDAH0\2006REPORTS'E60103CHEALTH EDVC & BUS Q Environmental SeR/ices El Geotechnir-,al Engineering L) ('-/onstructlon MalLerialls TestinQ A Special Inspections 'al C City of Rexburg PO Box 280 Rexburg, 1 Phone: Fax: Other, Project,,: Health Education & Business Project, Manager: Inspector: Inspection Date, Development Center Dan King Josh Clark January 18,. 2Q07 STRUCTURAL STEEL WELDING INSPECTION REPORT Phase Ix, Rexburg an the move date, our representative perfon'ned work on the refereneed project as reported below. M 1 -1 inspecLor arrived on site to re -inspect items ot concern from report dated November 7, 2006 (report D�7s�ve). Ali concerns have been repaired and inspected in compliance to RFI's, except bolted connection at Row G on gridline 3 has not been welded per RFI; and still need RFC's for 1St floorskV11'9h1- splicing, that v�as done to span or fi11 excessive gaps. If there are questions concerning this report (rpt028swe), please contact the Project Manager Listed above.. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Revi*ewe(l b7 George DuPont CTororate11anager CC Kurt Karst, Alderson Karst Mitro Architects, ; Ted Hendricks,east Central Idaho Planning Mark Andrus, G & S Structural. Engineers; A-rden Smith, Onnorld Builders, Inc.; Val ity of Rexburg. 1230 (Worth Skyline Drive,Suite C, Idaho Falls, 1C 83402 208-529-8242 Fax: 208-529-6911 Email: ei ti ti-id.cr Website: www.mti-id.com MATERIALS TESTING Fr INSPECTION PAGE #1 OF RFviicNDATE; 11412007 RryEASTERN FDHYO0jEPORI 4E 0 103 HEALTH EDDC & BUS J Environmental Services D Geotechnical Engineering LJ Construction Materialls TestingU Special Ins Val Christiansen phone City of Rexburg Fax: PO Box 280 Other: Rexburg, ID 83440 :Project: Health Education & Bus'a.ess Development Center Phase II, Rexburg Project Manager: Dan King Inspector; Josh Clark Inspectivn Dade: November 7, 2006 STRUCTURAL STEEL WELDING INSPECTION REPORT On'the above dale, our representative performed work on the referenced project as reported below. Arrived an site and visually inspected the competed welding performed by qualified welders using a SMAS process with E701 8 ele-ctrodes. Inspecfion consisted of single pass fillet welds. Note: Need RFI and details. of welded knife plates and on skylight frame. The maj'orfty of vertical welds were welded down -hand. See list below for other needed RFPs and areas that need attention: 1St floor Row F aidline 3 - bolts not snapped off y Row Ggridline - 3 bolts need match marked; RFI for field welded column to beam connections Raw G gridline 7 to 10 — tighten drag strut bolt's Row $ gridline 6 to S - tighten drag strut bolts West staieray needs dolts in angle Row F gridline 10 — short bolts Row G gridline 10 - missing a dolt thole in beam was not in cozxn.ection) Rove G gridline 9 — short bolts - top of beam calumu1 connection 2 n floor Raw B gridline 10 — fading surfaces not in contact Row B giidli*ne ? — Paying surfaces not in contact Row B gridline 3-' — crest side of faying surfaces not in contact Row D.3 gridline 2 —bolts too short Row E.3 gri'dfine 2 ---halts too short - Row G gridline 2 — short bolts Raw I gridline 2 -- knife plate not welded RFI for welded connection (row I at gridline 3) wedded one side Row G gridline 5 — faying surfaces not in contact and short bolts (need RFS) Row G gridline 7 — faying surfaces not in contact Row G gridline Q — frying surfaces not i.x1 canta.at and short bolts Row I gridline 9 — tube steel to beam connection - poor weld (marked with paint) 1230 North Skyline Coir , Idaho Falls, 183402 208--8242 Fax: 208-529-6911 Email: elm ti ti-id.com Website. www. ti -id. o . MATERIALS TESTING it INSPECTION PREF RjEvism DA r= 1/4/2007 EA TERN HEALTH ED U C & Bus L) EVRPTO 7-SWE. DOC IJ Environmerital Services Ll Geotechnical Englneerincl D Constniction Materials Testing Ll Special xaw H griciline 9 - tube steel to beam connection - poor weld (marked with paint) Row G gridline 10 — fayinv surfaces not in contact and short bolts Complete skylight 1 need details an welded connections. ***RE -INSPECTION RE If there are questions concerning this report, (rp t0 2 7,sqve. doe) , pl ease contact the Project Manager Il stEd abave. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: George DuPont Corporate Construction Services Manager CC: Kurt Karst, -Alderson Karst Nitro Architects, Ted Hendricks.East Central Idaho Planniner . Mark Andras, G & S Structural Engineers; Arden r it Ormond BulidersVal et t1� 1230 North Skyline Drive, Suite C, Idaho Falls, ID 834,02 208-529-8242 _ � 9_ Fac. � ,� 1 1 Email. tl ti- d. o Website: www. t d,cc m F R � w MATERIALS TESTING it INSPECTION PREF RjEvism DA r= 1/4/2007 EA TERN HEALTH ED U C & Bus L) EVRPTO 7-SWE. DOC IJ Environmerital Services Ll Geotechnical Englneerincl D Constniction Materials Testing Ll Special xaw H griciline 9 - tube steel to beam connection - poor weld (marked with paint) Row G gridline 10 — fayinv surfaces not in contact and short bolts Complete skylight 1 need details an welded connections. ***RE -INSPECTION RE If there are questions concerning this report, (rp t0 2 7,sqve. doe) , pl ease contact the Project Manager Il stEd abave. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: George DuPont Corporate Construction Services Manager CC: Kurt Karst, -Alderson Karst Nitro Architects, Ted Hendricks.East Central Idaho Planniner . Mark Andras, G & S Structural Engineers; Arden r it Ormond BulidersVal et t1� 1230 North Skyline Drive, Suite C, Idaho Falls, ID 834,02 208-529-8242 _ � 9_ Fac. � ,� 1 1 Email. tl ti- d. o Website: www. t d,cc m MATERIALS TESTING Fr INSPECTION PAGE #1 OF I EWSJON DATE 11/10/200 RASA TSR HEALTH EALTH EDU BUS DEIARPT025SWEDOC Environmental Services ❑ Geotechnical Engineering 0 Construction Materioals Test" ing Q Special Inspections Val Christiansen Phone: City of Rexburg Fax: PC.) Box 280 Other: Rexburg, ID 53444 Project,,, Health Education & Business Development Center Phase II, Rexburg Project Manager: Dan Ding .40 Inspector,- Jos"" Cla.-ru Inspection Date*, November 1, 2006 STRUCTURAL STEEL WELDING INSPECTION REPORT On the above date, .our representative performed work on the referenced projectas reported below, Arrived an site and visually 'inspected the completed welding performed by qualified welders using a SMAW process with E70 1$ electrodes. Inspection consisted of complete joint penetration (CJP) and single pass fillet welds. Also , Inspected are spai welds. Type of corax�ections and locations: deck on walk -out area at north side of building, column to beam connections (full penetration, weds), lube steel cross btaces. bolt clips that have been welded. (Ref: Need RFS for ,misfits an Radius Connections on root, and double angle iron braces and splices in channel 1ran_) Note.-, First floor tube bracing at D,8 - welds too small. second floor X -braces at G.9 - missing two welds at G.3, excessive undercut at welds in center. Full penetration welds at column to heal- connections have no continuous inspections performed. *"*RE-INSPECTION/RETESTING RE UIRED Work'p was � • pecm wis exCeDt P.S 1J0tA(1-* �? X If there are questions concerning this report (rptO25swe)., please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Rcviewed by: George DuPont Corporate Construction Services Manager CC: Kurt Karst, Alderson Karst Mitro ArcMtects, PA.; Ted Hendricks, East Central Idaho Planning &Development Association; Mark Andrus, G & S Structural Engineers; ,Arden Smith, Ormond Builders, Inc.; Val Christiansen City of Rexburg 1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208-529-8242 Fax.& 208-529-6911 Email: ; imt1 b.MtH . or Web itwww. fi--id MATERIALS TESTING Fr INSPECTION LJ Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 d Geotechnical Engineering ❑ Construction Materials Testinq Phone: Fax,F Other: PAGE #1 OF 1 EVfS ION DATE 11 /10120 0 6 RAEASTERN iDAHc0EPRM010C - HLTH EDUC & BUS DEV4T026SBLOC LJ Special Insnentims, Project: Health Education & Business Development Center phase 11, Rexburg Project' Manager-@.- Dan King inspector: 0 J'sli Clark Inspection. Date:, November Z, 2Q06 RIGH STRENGTH BOLTING INSPECTION REPORT On the above date, sur representative performed word on the referenced project as reported below. Inspected installation of snug dight only full tension/slip critical, twist -off bolts ("Leiu.ne" --bolts) -ASTM A325 bolts. Visually inspected twist-aff bots, at several various locations inspecior found Lejune bolts not twisted off, bolts that were too short, loose bolts and missing bolts. ***RE-INSPECTION/RETESTIlVG REQUIRED If there are questions concerning this report (rpt026sb)., please contact the Project Manager listed above. Respectfully submitted, MATERI[ALS TESTING & INSPECTION INC. Reviewed by*. George DuPont Corporate Const"ruction Services Manager GC; Kurt Karst, Alderson Kart 1Vlitra Architects, PA; Ted Hendricks, East Central Idaho Fanning & Development Association; Mark Andrus, G & S Structural Engineers; Aiden Smith,, Ormond Builders., Inc.; Val Christiansen City of Rexburg e 1230 forth Skyline Drive, Suite C7 Idaho FlI ID 83402 08-529-8242 Fax. 208-529-6911 Email: i ti : ti -td. om Website, www.mti-id.com y MATERIALS TESTING Fr INSPECTION LJ Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 d Geotechnical Engineering ❑ Construction Materials Testinq Phone: Fax,F Other: PAGE #1 OF 1 EVfS ION DATE 11 /10120 0 6 RAEASTERN iDAHc0EPRM010C - HLTH EDUC & BUS DEV4T026SBLOC LJ Special Insnentims, Project: Health Education & Business Development Center phase 11, Rexburg Project' Manager-@.- Dan King inspector: 0 J'sli Clark Inspection. Date:, November Z, 2Q06 RIGH STRENGTH BOLTING INSPECTION REPORT On the above date, sur representative performed word on the referenced project as reported below. Inspected installation of snug dight only full tension/slip critical, twist -off bolts ("Leiu.ne" --bolts) -ASTM A325 bolts. Visually inspected twist-aff bots, at several various locations inspecior found Lejune bolts not twisted off, bolts that were too short, loose bolts and missing bolts. ***RE-INSPECTION/RETESTIlVG REQUIRED If there are questions concerning this report (rpt026sb)., please contact the Project Manager listed above. Respectfully submitted, MATERI[ALS TESTING & INSPECTION INC. Reviewed by*. George DuPont Corporate Const"ruction Services Manager GC; Kurt Karst, Alderson Kart 1Vlitra Architects, PA; Ted Hendricks, East Central Idaho Fanning & Development Association; Mark Andrus, G & S Structural Engineers; Aiden Smith,, Ormond Builders., Inc.; Val Christiansen City of Rexburg e 1230 forth Skyline Drive, Suite C7 Idaho FlI ID 83402 08-529-8242 Fax. 208-529-6911 Email: i ti : ti -td. om Website, www.mti-id.com MIATERIALS t tiYfi. TESTING INSPECTION �) Enoir ownental Services Val Christiansen City of Rexburg PO Box 280 Rexburg., ID 83440 100�' :) Geotechnical Engineering PAGE #1 OF 2 REVISION DATE 911812006 R-�EASTERN iDAHM2006REPORME60103C - HEALTH EDU C & BUS DEVAPTO 14, o0c Construct'on Materials Testina N -r Phone: 0 Fax. Other: Prv,�ect: Health Edueation. &Business Project Manager: 0 Inspector, Inspection Date: Development Center Phase 11, Rexburg Dan King Troy Posi"v September 5, 2006 DAILY INSPECTION REPORT C3n the above date., our representative perfonned work on the referenced project as reported below. YnspectInspector arrived on site to walls grouted on September 1, 2006. Shear wall from gridline 2 to 4 on row G was grouted. from W to 8' - 4`8`7 was placed above 8', inspector used a flashlight to observe vertical steel reinforcement, Detail S.3 shows that at end of wall and doorjambs, two cells shall have reinforcement; only one was noted. Cleanouts provided showed grout extruded to faee sh 11, 'ILIZ5 West side sta'r-well from gridline I to 1.5 between rows D.4 and E.4 was grouted from 0-) to 44'- 4, of wall was placed above 41; inspector used a flashlight too observe vertical steel reinforcement. One cell was mis'sing reinforcement on south side of both doorways as per Detail S.3- North wall has two rel'nfor steel shifted eing one cell over, leaping 40" on center on east side. Inspector reco=ended -placin ore vertir,21'n i*to% nrn PrE*2 1 0 position and continue running other verticals to top of wall also. East side stairwell from, gridline 10.5 to 11 between rows D.4 reinforcement was noted at proper spacing except at doorways. doorway.. and E.4 was grouted from (}' to 4'. Vertical As per Detail S.3, one vertical is missing per Elevator shaft from gridlzne 5.5 to 6.5 between rows F.4 and F.8 was grouted fr.,,,. 0 o 4 8 of wall was placed above 4'; inspector used a flashlight to observe vertical 1h steel reinforcement. One vertical was missing at end of wall on gridline 6.5 at row F.8 and another on the east side of elevator openi'ng as peg- Detai15.3. 1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208-529-8242 Fax., 208-529-6911 EM04 eimfi r t 4i r Website: wvvw-mt1-id.rom MATERIALS _� TESTING Fi INSPECTION 3 Environmental Services 3 Geotechnical Engineering 3 Construction Materials Testing PAGE #2 OF 2 REVISION DATE 911812006 RAEA-STERN 10AHc\2006REP0RT-S\E60103r, HEALTH EDUC & BUS DEV\RPT014,D0C :) `;nP.rJqJ Inqnp-rtinnc: r of vertical Inspector cannot verify positioning cal reinforcing steel below grout �Zne, only that it appears above an(I is Y is placed in grflut. It is recommended that the engineer of record review this situation. Ifthere are questions concerning this report (rpt014}, please contact the ProjectManager listed a- ove, Respectfully submitted, MATERIALS TESTING &INSPECTION INC. . ........... Reviewed by: Jxxn D. Fattens, P.E. Project Manager CC: Kurt Karst, Alderson Karst Mitro Architects, PA; Ted Hendricks, East Central Idaho Planning & I7evelopment Association; Mark Andrus, G & S Structural Engineers@. Arden Smith Ormond Builders, Inc.; Val Christiansen City of Rexburg 1230 North Skyline Drive, Suite C, Idaho F211s, 0 83402 208-529-8242 Faxg 208-529-6911 Email: eImtiCU-),mfi-1d.com Website, wvvw.mti-id.com r } r MATERIALS 5 i''•Y k TESTING INSPECTION Environmental Services Geotechnical Engineering Construction Materials Testing Val Christiansen Phone: Citi of Rexburg Fax,,- PO .ax;PO fox. 2g0 Other. - Rexburg, ID 83440 PAGE #1 OFI RE4} ViSMND1'ATE 91 81200 a E ATE ��qhl14■ HEALTH EDUC & Bus DEV\R PT- I I R0, i)o Project: Health Education & Business Project Manager Inspector: Inspection ]ate: Development Center Dan King Troy Posio August 4, 2006 REINFORCED CONCRETE INSPECTIONREPORT Phase I1, Rexburg On the above date, our representative performed work on the referenced project as reported below. Inspected reinforcing steel placement from gridline 1 to 5.9 between roves F and H. Monitored two loads arriving at the job site for correct mix and proper slump. perfoirmed one air entrainment test and cine slump test. uD5ei"VeCt DlaCement and ��t,�;,-, �,f ��a�,�1 10 .,,,�,;n #-I 10 placed between gridlines Cylinders: #6].862-#61.865 A ------- �__� _a'aiy✓vwiVWY1VIR .,� � �,� ��„A� yards of falters concrete unix I and S,9 from row B to H, and cast one set of four cylinders. Work inspected was in compliancewith project plans and specifica.tions. If there are questions canceming this report (rptG'11rc), please contact the Project Manager listed above. Respectfully submitted, bZATERIALS TESTING & INSPECTION INC. ,a Rt Reviewed by*,, George DuPont Corporate Construction Services Manager CC: Kurt Karst, Alderson Karst M'tro Architects, PA; Ted Hendricks, East Central Idaho 1 ., i & ent Association4 Mark Andrus, G & S Structural Engineers; Arden Smith,, Ormond Builders, Inc.; Val Christiansen City of Rexburg 1230 North Sky[ine Drive, , u i e C, Idaho FII , ID 83402 208-529-8242 Email: jmfi CJ ■fi-id.co ■ Website: www.mti-id.com Fax: 208-529-6911 MATERIALS TESTING fr INSPECTION o Environmental Services Val Christiansen City of Rexburg P4 Box 2$0 Rexburg., ID 834-40 ASTM C-39 Concrete Cylinder Compressive Strength o Geotechnical Engineering o Construction Materials Te5tina Photie. Fax: Other: PAGE #1 OF1 REVISION DATE $12212006 RAEASTERN HF_kum Eouc a BU 5 QaVV A520.'SOC Project: Health Education & Business Development Center Phase YY, Rexburg Project Manager: Dan King Contractor: Ormond Inspector: x�- � y .fir Supplier, Walters Ready Mix Tiuck #: W-57 Ticket #: 00613 Mix I: 110 TTOf Yards-, I I V2 of 22 Report 002re Location: Footings ri le. .., row through counter- clocicwise t(cyridline 3.8 row ZD MIX PROPORTIONS PROVIDED BY SUPPLIER. TEST PROPERTIES & CONDITIONS: Batch Size:��----- Weather Condition: Partly io"udy F �mlCement (lbs): litent Temperature. F . 7 Fly Ash lb - Not Concrete Temp. (ASTM C 10 (F): 77 Water (gal): Provided Time Concrete Batched (fi-oto Ticket): : Coarse egg. #1 (lbs), By Time Representative Concrete Placed: Coarse (I - The ,fir Content ASTM C 231 or C4(%): 5.0 Fhie- Agg . #1 0bs : Recti Slump (ASTM C 1.43) (inches), 4 Fiiie Agg. #2 .(Ibs): Mix Unit Weight (ASTM C 138) - Admix #I (oz). - CompanLY Yield (ASTM 138): ------_--Admix 42 (Oz): ---------- Water Added (gals): 10_ Admix #3 (oz): ---------- Set # (if any) end Ratri --------- Sampled in accordance with ASTM C 172 Cvlinde.is cast in accordance with ASTM C31 — Field 1 - Lab Ik Y 1-. ti INOTM uYlincler gain tier based on avemcFefor indicated test at ASTM C-617 is a sulfur cap — ASTM C 1231 neoprene ads used unl ' Note-. Walters Reidy Mix did not provide inspector with batch rnzx ticket. If you have questions concerning this report (c61520), please coiltact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC, -9 5W , 0,-. " Reviewed by: George DuPont Corporate Construction Services Manager ': Kurt Karstl, KarstMitro ArchitectsP; Ted Hendr'eks, East Central Idaho Plaming & Development Association; Mark Andrus G & Structuralniri r i r n nth, rm nd Builders,Inc.; 1r1 a n F sen CI' ty of Rexburg 1 230 North SkylineDrive, Suite C, Idaho Falls,l D 824 Fax., 208-529-6911 Ema is rrtino rntki . o Website: wvv. ti -id. orn MATERIALS TF -STING �r INSPECTION o Environmental Services Val Christiansen pity of Rexburg PO Bax 284 Rexburg, ID $344a ASTM C-39 Concrete Cylinder Compressive Strength o Geotechnical Engineering o Construcfion Materiailsi Phone: th r PAG E 1 OF I REVISION CRATE 812212006 HEALTH EDUC & BUS DEVkC61 485.[) o W InQtnsar%flnncl Project.,: Health Education & Business Development Center Phase I1, Rexburg Project Manner:, man King Contractor: Ormond Inspector: Troy Posio u 11 r: Walters Ready Mix T : Mix ID: I 10 Ticket 1. Location: Footln<ys from gridline 7 to I I at row C # Of Yards.- 22 of 55 Report #.- 0 0 1 rc MIX PROPORTIONS PROVID L SUPPLIER: TEST PROPERTIES CONDITIONS: Batch Size: i 1 ya s Weather -Overcast Cement (lbs): 5720 Ambient Temperature (F Fly Ash (lbs): ------- Concrete Ternp, (ASTM 1 (F): 77 Water (gal): 185 Time Concrete Batched from Ticket): m Coarse fig• Time Representative Concr to Sampled: 3:38pm Coarse Age. (I - �_��.�-_, Air Content (ASTM 1 r �-17 � . .7 Fine Aga. 1 1 14 Slump (ASTM C 143) lncli : Fin (Ibs): Tett Weight (ASTM C 138); ---------- dmi 1 B AE- — 40 YieldASS M C 138)- ----------- dmi : P -322 — 17 t r d(gals),. Admix Water/Cement Ratio: 0-37 Set # (if any) ---------- m led in accor&nce with ASTM C 172 Cylinders cast in accordance with ASTM C31— Field / 1 - Lab Cast Date: Jul 5, 06 Specified Pc (psi)-. 3000 fCylinders: 4 Cyt i r��i r Cylinder Test Corr.Failure Diam. Height Factor Area Age Date L dr r F� I» 5 6 �1 1.00 28.27 x.Jul 1 , 897150 3150 lir nce 1 486 1 1 . 28.27 Aga � , 1 �1 1 #F� 61487 6 12 1.00 28,27 .28 Aug r 06 1195575 4230 cone PASS 61488 6 12 1.00 28.27 28 Aug 122,920 4350 cone PASS Notes.- Cylinder diameter based oii average for indicated test date; ASTM C-617 is a sulfur cap — ASTIR C 1231 neoprene If you have questions concerning this report (c61485), please contact us immediately. Respectfully submitted, MATERIALS TESTING +& 1NSPECTIpN" INC. r 0 w��IIMQ Reviewed by: George DuPont Corporate Construction Services Manager Kurt Kart, Alderson Karst Mitro Architects, PA, Td Hendricks, t Central Idaho Structural iigin m; Arden Smith, Ormond 1u11 r , Inc., Val Christianscn 'it fburgs 1230 North Skyline Drive, Suite C, Idaho Polka ID83402o208-529-8242sFax; 208-529-6911 Er al: mt[fi-id.com Website: www.mti�id,com qr go MATERIALS TESTING Er INSPECTION o Environmental S ry Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 Contractor: Ormond ASTM Ch -39 Concrete Cylinder Compressive Strength o Geotechnical Engi r+ o Construction 'tater l t o PAGE #1 OF I REVISION [SATE 8/2212006 R AEA TERN IDAHO\ 006REP RTST6010 - HEALTH E[DLJC & ESUS DEVNC61532,DOC op.i In_qnP_r-_flnnQ TU_ ----1« Pbn* Fax: Other: Project: Health Education & Business Develo,, tenter Phase 11, Rexburg Project MManager:Dan King Intr. Cole, Beebe pplir r: Walters Reade Mix Truck f Mix ID,* #110 — 3000PS1 # Of Yards-. Location: 40',,west of northeast comer, east walk south wall 84 4 Tito: 00656 Report� 003rc MIX PROPORTIONS PROVIDED BY SUPPLIER: TEST PROPERTILS & CONDITIONS: Batch Size. weather n itio :Clear/windy r�iY�t(lbs)- Fly Ash IbtAmbient 90 .Temperature(F): Water 1t 'r��i ConcreteTemTM C 1064) F): 80 Coarse Agg. #1 (Ibs): By Time nrete Batched from Ticket): 1 :4 pm Coarse Agg. 42 (lbs): The Time Representative Concrete Placed: L-00pi-n Fine A<rg. #i (Ibs)-. Redi Air C o ntent (A STM C 2 3 1 or G 17 3) %. 4.4 0 Slump (ASTM C Pies(lbs):I i n 4 inche .I (oz): 4Weight (ASTM C 138),- _------- Admix #2 (oz)-, Company i e1 (ASTM C 138)aAdmix #3 (oz): Water Added -----____ (gals).'- Water/Cenient Ratio-. set # (if any) lli led in accordance with T1 172 Iii l r cast in accordance ith ASTM C31 — Field 1 - Lab %.41 L4 L Y ,V JETV a I ID c 41111.1''x'1 Jneoprene used nhr1 S e n. If you have questions concerning this report (e61532)., please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTIQN INC. Reviewed by: George DuPont Corporate Consu-uction Services Manager KuTt Karst, Aiderson art I"xtro Architects, PA. Ted Hendricks.,Et Central Idabo Planning lopincntAssociation,- Mark, And-rus, Structural Engineers; Arden Stnith, Orryiwld Buiidem, Inc. , Val Christialisen City 1230 North Skyline Drive, Suite C., Idaho Falls,ID,83402*208-529-8242a Fax- 208-529-6911 Email: ti rnfi-id. m Website: www.mti-id.com MATERIALS TESTING Fr INSPECTION ASTM C-39 Concrete Cylinder compressive strength PAGE #1 OF 1 RrzVISION DATE 812212006 R:TASTERN I DAH 0%20 0 6 RE P 0 RaS� E6 D 410 3C - H E LTH HEALTH EDUC & f3:S DEV\C61544.()oc o Environmental Services o Geotechnical Eng'lneer-ing o Construction Materials 'esting o Special Inspections Val U tin Phone, City of Rexburg Fax: PO Box 280 nth r. - ID 83440 Project: Health Education & Business. uu Development Center Phase 11, Rexburg Dan Kin Contractor: Onnond Inspector: Josh Clark Supplier: W alters Ready Mix Truck # : 62 Ticket #-, 00763 Mix ID: I 10 # Of Yards-, 4 of 9 of 36 Report#: 004re Location.- On row H at gri'dlfiie 9.5 FMIX PROPORTIONS PROVIDLD BY SUPPLIERIP TEST PROPERTIES & CONDITIONS: Batch Size: 9yds Weather nditions: Partly oloudy cemelit (lbs): 4660 Ambient Temperature (F): 89. Fly Ash (lbs): ---------- Concrete Temp. (ASTM C 1064) (F)- 82 Water (gal): 170 3 ' "' Tilne Cont ret c Batched from Ticket), 3:12pm, Coarse Agg. #1 /4 -28070 Time Representative Concrete Placed: 4:1 Opin it Content (ASTM C 231 or C- 173) (%)- 5.6 Fine Aerg. #I (lbs): Sand— 11700 Slump (ASTM C 143) (Inches). 6 Fine Agg. #2 (Ibs)- --------- UruI WeATightM13---------- Admix #1 (oz )+ MBAE-90 - 2-1 Yield (ASTM C 138)- ---------- Admix 42 (oz): Po,z-322 - 140 Water Added (gals): ---------- Admix #3 (oz): set #(1*f any) Water/Ceinent Ratio: Sampled in accordance with ASTM C 172 Cylinders cast iii accordance with ASTM C31 — Field / C 192 - Lab Cast Date; J u 1 10; 06 Specified f c (psi): 3000 #of Cyfiride rs: 4 Cylinder Corr. Cyl 1 nde r Test Test Failure Compress'lve C-617 Fracture ID Diam. Height Factor Area Age. Date Load Strength Cap Type Compliance 11544 6 12 1.00 28.27 7 JuJ 17,06 98,020 3470 cone/split 61545 6 12 1.00 28.27 28 Aug 71 06 139,800 4940 shear PASS 61546 6 12 1.00 28.27 28 Aug 7, 06 137,590 4870 oone/split PASS 61547 6 12 1 .00 28.27 28 Aug 7. 06 4 138,100 4880 shear PASS Notes: Cylinder diameter based on average for indicated test date; ASTM C--617 I's a sulftircap — ASTM C 1231 neoprene pads used unless othenv i -'s-7 noted. Note: Maximum slump specified at 5"", tested 67. contractor was notified. 0 a If you havequestions concenung this i-eport (c61544), please contact us i1nmediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. wgme Reviewed by: George DuPont Corporate Construction Ser-vrces iWanager CC: Kurt Karst, Alderson Karst Mitro Architeets, PA; Ted Hendricks, East Central Idaho Planning & Development Association.; Mark Andrus S StructuralEngineers- Arden Sm-th, OrTnond Builders', Inc.; Val Christiansen City of Rexbur�g G & Zi I I I � 9 1 1230 North Skyfine Drive. Suite C, Idaho Falls, ID 83402@208-529-8242oFax- 208-529 6 1 Ema' 11: J MtKDOti-id.com Website: wvvw.mti-id.com 4w At .PAGE #1 OF 1 MATERIALS ASTM C-39 Concrete Cliner REVISiON DATE 8122,12006 R`IEASTERN y TESTING & Comp esve tegh IDA!do12006RFPORTSAF60103c,HEALTH EDUC & BL)s DEV\C61544.r)oc INSPECTION o Environmental services o Geotechnical Engineering o Construction Materials Testing o Speciai Inspections Val Christiansen Phone-, City of Rexburg Fax-, FQ Box 280 Other: Rexburg, ID 83440 P Project: Health Education &Business Development Center Phase 11, Rexburg Project Manager: Dan King Contractor: Armond coInspector: Josh Clark Supplier: Walters Ready Mix Track #: 62 Ticket --,hrl: 00763 Mix ID: 110 # Of Yards: 4 of 9 of 36 Report #,., 004rc Location.- On row H at gridIffie 9.5 MIX PROPORTIONS PROVIDED BY SUPPLIER: TEST PROPERTIES & CONDITIONS., Batch Size: 9yds Weather Condi-tions: Partly cloudy Cement (lbs): 4660 Ambient Temperature (F): 89 Fly Ash (lbs): Concrete Temp. (ASTM C 1064) (F). 82 Nater (gal): 170 Time Concrete Batebed (fretn Ticket): 3:12pm Coarse Agg. #1 (lbs): '/4" - 28070 Time Representative Concrete Placed- 4.- 1 Opm Coarse Agg. #2 (tbs). Air Content (ASTM C 231 or C-173) (%).- 5.6 Fine Agg. #1 (lbs}: Sand- 11700 Slump (ASTM C 143)' (inches): 6 Fine Agg. #2 (lbs): Unit Weight (ASTM C 138) - Admix #1 (oz).- MBAE-90 - 23 Adillix #2 (oz)-, Paz -322- 140 Water Added (gals): ---------- Yield (ASTM C 138): -------- Admix #3 (oz): ---------- Wate-r/C.ement Ratio: Set # (if any) ---------- Sampled in accordance with, ASTM C 172 Cylinders cast in accordance with ASTM C31 -Field r' C 192 - Lab Cast Date: Jul 10, 06 Specified Pc (psi)-. 3000 # of Cylinders: 4 Cylinder Corr. cylinder Test Test Failure Compressive C-617 Fracture ID Diam. Height Factor' Area Age Date Load EEEEEREA�Strength Cap Type Compliance 61544 6 12 1.00 28.27 7 Jul 17, 06 98,020 3470 cone/split 61545 6 12 1.00 28.27 28 Aug 7, 06 139,800 4940 shear PASS I I I 1 1 61546 6 12 1.00 28.27 28 Aug I 7, 06 137,590 4870 cone/split PASS I 61547 6 12 1.00 28.27 28 Aug 7, 06 138,1{} 4880 shear PASS Notes - Cylinder diameter based on average for indicated test date,; ASTM C-617 is a sulftir cap - ASTM C 1X31 neoprene pads used unless otherwise noted. Note.- Maximum slump specified at 5", tested 6". contractor was notified. If you have questions concerning this report (c61544), please contact us zmnlediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed bya, George DuPont Corporate Construction Services Manager CC: Kurt Karstl, Alderson Karst MI-tro Ardiftects) PA- Ted Hendricks. East Central Idaho Planning & Develowient Association.- Mark Aiidrus,, G S. Structural 'Engineers; Arden Smith, Onnond Builder's Inc.- Val Chn'stian,s ' 3 7 1 en Oty of Rexburg 1230 North Skyline Drfve, Suite C, Idaho Falls,,,ID 83402*208-529-82429 Fax: 208-529.6911 Email: rnti�mtl-id corn- Website: www. mti-id.corn MATERIALS TESTING INSPECTION a Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 4 ASTM C-39 Concrete Cy- linder Compressive Strength o Geotec;hnlcal Engineering o Construction s Te a ti m e Pli ori : _F': Other: 'AGE #1 OF I REVISION DATE 812212006 AEA TI�Rr' 10AH0\ 00 F EPORT T 010 c - HEA�TH EDUC & BuS DEVIkC61562LOC o Soerial.ti W Project: Health Education & business I- - - - ,. . - -,,., Development Center Phase 11, Rexburg Pro* is Dan King Contractor: Ormond Inspector: Art Weller Supplier: Walters Ready Mix Truck #1 85 Tit 00812 Mix 1D.- 110 #Of Yards, Report #'r 005rr, Location. 2nd pier footing north of southeast pier footing MIX PROPORTIONS PROVIDED BY SUPPLIER,-, TEST PROPERTIES CONDI TI -ONS-0 Batch 1e0 l I yards_ Weather Conditions: le r/c h -n Cement I s + nblent T mmature F Fly Ash Obs)-, 70t Co nc rete Temp. (ASTM 1 0 64, ) ((F)' Water a1 Provided Time Concrete Batched ( from Ticket)- 11.11 aj.11 Coarse . # 11bs: ByCoarse Agg. #2 Time RepresentativeConcretePl�acd; 1, , pm Fine Agg. #1 (lbs)-- Redi (Ibs): TheYr Content(ASTM C 231 or -1 ) (%)-p 4.6 Fine Agg, #2 (lbs): .Slump . 2V2 Unit Weight (ASTM C 13 Admix 1oCompanyYield(ASTM1 fff r ^ .---------- Adrru'x #2 (oz), Wate,r Added (gals I ): 6 Adn is # (oz): Set(if n y) NVater,/Cement Ratio: Sample in a of -dance with ASTM C 172 --—C v -1I ndens cast in accordance wite ASTM C3 i — Held 1 - Lab Notes: uncler chame.ter based on avenage for indicated test date; ASTM C-61 7 is a sulfur cap — ASTM C 123 Iren ad 7s unless otherwiserpt. If you have questions concerning this report (c61562), please contact us immediately. Respectfully submitted, MATERIALS TESTING & TNSPECTIQN INC. Reviewed by: George DuPont Corporate Construction SeiTices Manager : Kurt Karst, Alderson Karst Mitre rchit t , ; Ted Hendncks. East Central Idaho Inin& Development Assoclatiorr Mark Andrus Structural Engineers, Arden Smith, Ormond Builders, Inc.i Val Chri"Stiansen City of �.T 1230 North Skyline Cori, Suite C, Idaho Falls,ICS834-02s208-529-8242*F2x: 208-529-6911 E ail roti roti -id_ cry Website: www-mti-[d.com MATERIALS TESTING Er INSPECTION o Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 ASTM C-39 Concrete Cylinder Compressive Strength o Geotechnical Engineering. Contractor: Ormond Supplier: Walters Ready Mix Mix f: 10 L ti - n: Center of pier -at row D on o Construction Materials Testing Pert: Fax: Other, PAGE #1 OF I REVISION DATE 8/22t2006 RAEASTERN I DAHO\2 006 REP 0RT '� E6 D 10 3c - Project-,*, Health Education & Business Development Center Phase 11, Project . Manage, lean King lt1: Josh Clark Troch #: 34 Ticket : 00902 Of Yards:: 5 of 7Y4 of 22 Report : 007rc ridl in - footing MIX PROPORTIONS NS PROVIDED SUPPLIER.TEST PROPERTIES& CONDITIONS: Batch 14 yards eath r. i ondlt�r. _ Sunny Cement (lbs): 3980 Ambient Temperature (F): 80 Fly Ash (Ibs): Concrete Temp. (ASTM C 1064) (F Water of : 131 Time Concrete Batched (from Ticket)- 10:53am Coarse 1 i — Time Representative �� F�l�d: Coarse Agg. 42 (lbs) ---------- Air Content (ASTM C 231 or G 173) Finer #1 : 5.3 Slump (ASTM C 14 rn be : 4!/:2 Fine Agg. #2 (lbs): ------- Unit Weight (ASTM C 138) - Admix ;------- ..dini oz: Po-. — 1,21 Water Added (gals): Admix #3 (oz): ---------- Set i f any) Water/Cement Sampled in accordance with ASTM C 17 Cylinders cast in aceordance with ASTM C3'1 — Field / C 1 - Lab FCast Date; Jul 12, 06 Specified f c (psi).- 3000 Of Cylinders: Cyl i rider Corr. Cylinder Teat Test. Faflure Compressive C-617 Fracture ID Diam. Height F ct r Ares Age Date Load Strength Cap Type Compliance 1582 6 12 1.00 28.27 7 Jul 19, 06 1015605 1 583 5.99 12 1.00 28.18 28 Aug12.1,195 4300 cone PASS 61584 5.99 12 1.00 28.18 28 Aug 9, 06 L12 i' 1585 . 1 1.00 .�1 u 01 0 4810 cone PASS Notes- Cylinder,diameter based on avenage for indicated t et dte - ASTM C-617 i1231 e - ��`ur — ASTM � � i r��r� ds ud unless o#erie noted. If you have questions concerning this report (c61582), please contact us immediately. Respectffilly submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: George DuPont Corporate Construction Services Manager CC-- Kurt Karst, Alderson Karst . ; Ted Hendricks, t Central Idaho iannin iprr�n�t Association; fir. r�rus. t Marl ngin � r Arden Smith 1-moredBuilders Inc.* � � � �� xn City of Rexburg 1230 North S,kyline Drive, Sprite C, Idaho Foals, ID 83402w208-529-8242* Fax: 208-529-6911 1: mfi roti -id. o Website: wvv.mti-1d. 0M MATERIALS TESTING is INSPECTION o Environmental services Val Christiansen City of Rexburg PO Box ASO Rexburg, ID 83440 ASTM C-39 Concrete Cylinder Compressive Strength o Geotechnical Engineering Contractor: Ormond Supplier: Walters d Mix Mix I: 19 0 Location: rth a t corner of bufldi o Construction , ari d Test'sinn PAGE #1 OF 1 REVISION DATE 8122/2006 R..� EASTfE IN S4 0 HEALTH EDU BUS DEv1 7 . DO 0 SDeCial I n n Phone: Fax: tai r: Project: Health Education & Business Development Center Phase 11, Rexburg Project Manager: Dan Kim! Inspector: t hen Fre coming Truck Yards: concrete piers exterior to foundation Tit: 1258 Report : 009re MIX PROPORTIONS PROVIDED BY SUPPLIE * TEST PROPERTIES TIES & CONDITIONS. Batch Size: 9 yams Weather Cement lbIitions-, Clear Fly ME (lbs)-.- Not Ambient Titur(F)-. 92 Concrete Temp. (ASTM C 1064) (F): 84 Water 1; Provided Tim retBatched (from Ticket)-, : �� 4rn Coarse .. #I (lbs): Tire Representative �.r�te Placed: 4; Yxr Coarse TAl i` Content ASTM C 231 or -1 )% Fine Agg. #1 (lbs)-� Redi Slump (ASTM C 1 (Inches): 3 V Fire Agg, 1b): Mixt Weight (ASTM C 13 8)-- --------- Admix 41 : mpally i T 1 -..-:__- Adi-nix #2 (oz): ---------- Water/Cement Ratio Sampled in accot-dance with ASTM C 172 Cvfin ersapt ire a c .-dance with ASTM C31— Field 1 - Lab Cast Date: Jul 19, 06 Specified Pc (psi). 3000 f Cylinders: Cyfinftr Corr. Cyfinder Test Test Failure Cornprive C-617 Fracture ID Diam. Height qtr Area Age Date Load Strencith Cap 1 Type Compliance 61673 6 12 1.00 28.27 7 JuJ26,06 107,050 3790 shear 1 1[) 1 674 6 12 1.00 28.27 28 1 675 6 12 1.00 28.27 28 77- 61676 12 1.00,_ NN Wes: Cylinder diameter based oi-i average. fot, indicated tet date; ASTM C-617 'is a sulfa` cap i ASTM -C 123 T neoprene pads used unless otherwise noted. If you have questions concerning this report (c61673), please contact us immediately. Respectfully submitted, n•Z.ATE.IZIALS TESTING & 1NSpECTION INC. Reviewed by: GDuPont Corporate Construction Sei-vices Manager 'C; Kurt Kart, Alderson Kart Mitro Architects, P. Td Hendr'llt Central � ILni Development t rAndrus,an� Structural Engineers'; Arden Smith, Ormond B-uilder,, Inc.; Val ChTisdansen City of Rexb-urgr 1230 North Skyline Drive, Suite C, Idaho Fall ID 83402* 9 Fax: 208-529-6911 Email: m i2mti-id. o '"website; www,mti-id.com 1P MATERIALS TESTING �r INSPECTION PAGE #1 OF I REVISION DATE 8/2212006 RAEASTERN HEALTH EDUC & BUS DE NRPT001 RGDOC Q Environmental Services Cl Geotechnical Engineering ❑ Construction Materials Testing L)�; S�dal Inspections Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 Phone; Fax., Other: Project: Health Education & Business Project Manager: Inspec#or. Inspection Date; Development tenter Dan King Troy Posio July 5., 2006 REINFORCED CONCRETE INSPECTION REPORT Phase 11, Rexburg On the above date, our representative performed work on the referenced project as reported below. Inspected reinforcing steel placement at footings from gridline 2.9 to I I at row C; ongridli�le I I from and from gridline 2 to I I at -row H. C to H; Monitored five loads arriving at the jobsite for correct mix. Perfon-ned one air entrainment test and three slump tests. observed placement and consolidation of 55 cubic yards of falters Ready Mix concrete mix # 11 0 n]arPd at locations noted above, and cast one set of four cylinder. Cylinders: #61485-#61488 Note.- Trucks #2 and 43 were visually noted at 4" to 4V2"' slump; truck. #4 was tested at 5" and true #5 tested at 21/z" - 10 gallons of wader was added to bn'ng it up to a 4" slump. Work inspected was in compliance with project pians and speci�cations, except as no ed. If there are questions concerning this repaz-� �rpt0�lrc}, please contact the Project Manager fisted abase. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. r Reviewed by,., George DuP'ont Corporate Construction Services Manager Wit. Kart, Alderson Kart Mitro Architects, + Ted 14endrIcks, Mark Andrus,, G & S S trucrural E1 -r; Arden Smith,, Ormond Builders, Inc. - Val Christiansen C'ty of Rexburg 1230 North Skyline Drive, Suite C. Idaho Falls 1 D 83402 208-529-8242 Fax: 208-529-6911 E i : eirnfigmtkid.com W'te: www.mti-id.com .§ I MATERIALS TESTING Fr INSPECTION PAGE #1 OF '1 REVISION DATE 812212006 R.EASTERN HEALTH EDuc & BU DEORPT002IAC.D 13 Environmental Services J Geotechnical Engineering J Construction Materials Testing LJ Special Inspections Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 Phone: Fax; Other: Project:0 Health Education & Business Development Center Phase 1I, Rexburg Project Manager,: Dan ming inspector: David Anderson Inspection Dade: July 6'� 2006. REINFORCED CONCRETE INSPECTION REPORT On the above date,, our representative performed work on the referenced project as reported below.. Inspected reinforcing steel placement at footings on gridline 2/row H,, counter clockwise through to gridline 31 row C. Monitored one load arriving at the inhcitP fc)r rnrrar%t mTv one _,__ test. Observed p viii ail U11LId111111Gi11 LGSi� c1I1C1 (]Ili S1uI11p lacement and consolidation of 22 cubic yards of Walters Ready Mix concrete mix 417 fl nlacerl as noted above, .and past one set of Cylinders. Cylinders: #61520-61523. Note: Concrete supplier did not provide batch tickets for ready -mix concrete delivered. Work inspected was in compliance with project plans and specifications, except as noted. If there are questions concerning this report (rpt002rc), please contact the Project Manager listed above. Respectfully submitted, 11ATERIALS TESTING & INSPECTION INC. Reviewed by; George DuPont Corporate Construction Sei-i)ices Manager CC: Kurt Karst, Alderson Karst Mitro A - Ted Hendr'cks. East Central Idabo Planning & Development Association; rchitects, PA Mark Andes G & S Structural En1veers; Arden SmAh,Ormond Builders,Inc.;Christiansen 1230 North Skyline Dewe, Suite C. Idaho Fails, ID 83402 208-529-8242 Fax.- 208-529-6911 Email: eim i ti -I e Website: wvvw. ti -i . o W ir M ATERIALS TESTING & INSPECTION D Environmental Srv' Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 ❑ Geotechnical Engineering Q Construction Materials Testing Phone: Fax: Other, PAGE #1 OF 1 REVISION DATE 812212006 R -EASTERN 1DAHc 2006REP(),RT \E 010 HEALTH EDUC c Esus �- :r- .r .--r-%�'vti4%-fa 14J Project: Health Education & Business Development Center Phase 1l, Rexburg Project Manager: Dan King Inspector: Josh Clark Inspectaan Date; July 10, 2006 REINFORCED CONCRETE INSPECTION REPORT On the above date, our representative performed work on the referenced project as rep�oirted below. Inspected reinforexng steel placement at southeast building corner, southwest building corner, gridline E, 1. Monitored one load. arriving at the Jobsite for correct mix. Performed one air entrainment test and one slump test. Observed placement and consolidation of 3 6 cubic yards of Waiters Concrete mix #110 placed as noted above, and cast one set of cylinders. Cylinders; #61544-61547 Note.- Sump specification is 5" maximum; tested at 6" visually the sumps of other trucks to be between 4"— 5"6 and contractor was notified. Inspector deten-nioned Ward inspected was in compliancy with prject plans and spe�ificatians, except as npted. If there are questions concerning this report (rpt004re), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: George DuPont Corporate Construction Services Manager CC: Kurt Karst,, Alderson Karst Mitra Architects, FA; Ted Hendricks, East Central Idaho Planning &Development Association; Mark Andrus, G & S Structural Engineers; Arden Smith,Ormond Builders, Inc.; Val Christiansen City of Rexburg 1230 North Skyline Drive, Suite C, Idaho Falb ID 83402 208-529-8242 Fax: 208-529-6.911 Email: imb rnfl-id.com Website: www, ti -i . r MATERIALS TESTING �r INSPECTION 11 Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, 1D 83440 0 Geotechnical Engineering 0 Construction Materials Testing Phone: Fay: ether: PAGE #1 OF 1 RF:i ION DATE 8/2212006 AEASTER N HEALTH EDUC & 13U DEV\PT00RC.0 0 Sr)ecial 1nst)Pcfion Project: Health Education & Business Development, Center Phase II, Rexburg Project Manager: Dan, King Inspector: Art Weiser Inspection Date -.s Judy 1T, 204E REINFORCED CONCRETE INSPECTION REPORT an the above date, our representative performed work on the referenced project as reported below. Inspected reinforcing steel placement at ? pies footings east of center of building, and 4 pier footings at center of building, north of elevator. Perfon-ned one slump test. observed placement and consolidation of Walters concrete mix #110 placed at locations noted above, and cast one setof four cylinders. Cylinders: #61562r#61565 Work inspected was in compliance with project plans and specifications. If there are questions concerning this report (rptoo5rc), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by; George DuPont Corporate Construction Sen4ces Manager CC: Kurt Karst, Alderson Karst Mitro Architects, PA. TedHendricks, East Central Idaho Planning & Develo ment Association; Mark Andrus, G & S Structural Enginecrs., Arden Smith, Ormond Builders, Inc.; Val Chris'fians.en City of Rexburg 1230 North Skyline Drive, Suite C, Idaho Falk, ID 83402 208-529-8242 Fax: 208-529-6911 Em 08- - Em il: eimtiti-id.com Website.- www.r-nti-id.com MATERIALS TESTING & INSPECTION LJ Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 El Geotechnical Engineering 0 Construction Materials r Phone: Fax Ogler: PAGE #1 OF1 REVISION DATE 8!2212006 F ,\EA TERN IDAHO\2006REPORTST60103C- H EALfiFi EDUC & 13U DE \RPT0O FA .00 Ll SDec'lal 1 p.t Project: Health Education & Business Development Center Phase I1, Rexburg Project Manager: Dan King Inspector*. Josh Clark Inspection Date: July 11, 20Q6 REINFORCING STEEL FOR CONCRETE INSPECTION REPORT On the above date, our representative performed worm on the referenced project as reported below. Inspected reinforcing steel placement at 7 pier interior footing pads from west wall, and elevator pad at south wa11. Work inspected,was in compliance with project plans and s,peeifications. If There are questions concerning this report (rptoo6rs please contact the Pro,�ect Manager listed above. Respectfuny submitted, MATERIALS TESTING Se INSPECTION INC. Reviewed by: George DuPont Corporate Construction ,Services Manager CC: Kurt Karst, Alderson Karst,Mitro Architects, PA; Ted Hendricks, East Central Idaho Planning & Development Association - Mark AjZdrus, G & S Structural Engineers; Ai -den Smith, Armand Builders, Inc.-- Val Christiansen City of Rexburg 1230 North Skyline Drive, Suite C-'_'_,__"_1 -a fro Falls, ID 83402-529-8242 Email: in ti iti-i e o Website: www. mta-i . c) Fax: 208-529-6911 k MATERIALS TESTING Er INSPECTION U Environmentail Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 EJ Geotechnical Engineering J Construction Materials Testinq Phone: Other: PAGE #1 OF I REVISION DATE 812 21200 6 I TASTERN IDAH O\ 0 06REP i T 6 ID 10 - HEALTH EDIT [3LJ E) Sr)ecial Insoections Project: Health Education & Business Development Center Phase ZI, Rexburg ProJect Manager: Dan ming Inspector: Josh Clark Inspection Date; Judy 12, 2006 REINFORCED CONCRETE INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below. Inspected reinforcing steel placement at pier footings from row I] to S at gridline D.7, and from row C to S at gridline C.7, and elevator shaft stem walls. Performed one air- entrainment test and one slump test. Observed placement and consolidation of 22 yards of Walters Concrete mix # 110 placed at locations nosed above, and cast one set of four cylinders. Cylinders: #61582-#61585 Work inspected was ip.n compliance with project plans and specircations. #1 If there are questions concerning this report (rptOO7rc), please contact the Project Manager fisted above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Georgi DuPont Corporate Construction Services Manager CC.- Kurt Karst, Alderson Karst Mitro Archi'tects. PA; Ted Hendrick(� t �� .� i D1t Association; .r� Andrus, Structuralx�rx x ; A- li mith Ormond Builder Inc.; Val Christiansen City of Rexburg 1230 North Sklin Drive, S uite C, Idaho His, ID 8340.E 208-529-8242 Email: eimficcImtkid.com Website- wwwti--i .com Fax: 208-529-6911 cubic MATERIALS TESTING & INSPECTION ❑ Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 CJ Geotechnical Engineering J C o n stru di n M a te ri cail s Testing Phone: Fax Other: PAGE ##1 OF 1 F-vI ION DATE 812212006 R.�EASTERJA DAHO\2006 REPORT �E 010 X - HEALTH EDU BU DWRPT00 RC,D0 El Soeeial i ti Project: Health Education & Business Development Center Phase II, Rexburg Project Manager: Dan King Inspector: David Anderson Inspection Date: July 12, 2006 REINFORCED CONCRETE INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below.. Inspected reinforcing steel placement at all exterior pier footings, north of north walk, south of south wail. Observed placement and consolidation of 3,3 cubic yards of Walters Concrete mix #110 placed at locations noted above, Note: Cylinders were cast andtested earlier in the day. Work inspected was in compliance with project plats and specificatxons. If there are questions concerning this report (rptO08rc please contact the Proj eco Manager lined above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: George DuPont Corporate Construction Services Manager CC: Kurt K,arst, Alderson Karst Mitro Architects, PA; Ted Hendricks, East Central Idaho Plannl'ng & Develo ment Association, Mark Andrus, G & S, Structural Engineers- Arden Smith, Onnond Builders Inc. r� ttans e n City of Rexburg 1230 Forth Skyli,ne [give, Suite C, Idaho Falls, I 8340 - -$242 Fax: 208-529-6911 Email: ViWebsite'. www.mti-id.corn . MATERIALS TESTING Fr INSPECTION IJ Environmental SerAces Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 iig LJ Geotechnical Engineering EJ Construction Materials Testing Phone: Fax: Other. PAGE #1 OF '1 REVISION DATE 812212006 AEATEI IDAHCQ00 REPO TS160 10 HEALTH EIDUC & BUS DWRPT00 R .D0 LJ S Dema l I li 6 Project: Health Education & Business Project Manager: Inspector: Inspection Date: Development Center fan Ding Stephen Fremmm"g July 1.9, 2U06 REINFORCED CONCRETE INSPECTION REPORT W Phase II, Rexburg On the abase date, our representative perfonned work on the referenced project as reported below. inspected reinforcing steel placement at concrete piers exterior to building foundation Performed one air entrainment test and one slump test. Observed placement and consolidation of 9 cubic yards of Walters concrete unix # 1.90 placed at locations noted above, and cast one set of four cylinders. Cylinders: #61673-#61676 Work inspected was in compliance with project plans and specifications. If there are questions concerning this report (rp-009rc), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: George Dupont Corporate Construction Services Manager CC: hurt Karst, Alderson Karst Miro Architects, PA; Ted Hendricks, East Central Idaho Planning &Development Association; Mark Andrus, G & S Structural engineers; Arden Smith, Ormond Builders, Inc.; Val �Christians�n City of Rexburg 1230 North Skyline Drive, Suite C, Idaho Falls, ID 83402 208-529-8242 Fax: 208-529-6911 ail:i� tkd., om Website- ww.mtki . m MATERIALS TESTING � INSPECTION ❑ Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 LJ Geotechnical Enjfleerirng PAGE ##1 OF 1 REVISION DATE 812212 06 WkEASTERN HEALTH EDUC & BU DEVRPTNOSWEDOC 0 Construction Materials Testyna 6 Phones Fax* r: Project: Health Education & Business Project Manager: Inspector: Inspec6on Date: Development Center Dan King Kyle Kofford August 2, 20U6 STRUCTURAL STEEL WELDING INSPECTION REPORT Phase II, Rexburg On the above date, our representative performed work an the referenced project as reported below. MT1 representative attended a pre. construct iqon meeting for steel If there are questions concerning this report (rptOl Oswe), please contact the Project Manager fisted above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: George DuPont Corporate Construction Services Manager CC: hurt Karst, Alderson Karst Mitro Architects., PA; Ted Hendricks,East Central Idaho Planning & Development Association" Mark Andrus. G &r S Structural Engineers; Arden Smith, Orin uil r _Inc.. Val f st' iansen City of Rexburg 1230 North Skyline Drive, Suite C., Idaho Falls, I D 83402 208-529-8242 F ax: 208-529-6911 Email: e in ti Qnnfi-i . corn Website: 'w . fa -i , orn MATERIALS TESTING & INSPECTION PAGE #1 OF 1 REVISION DATE 8122)2006 R'�EASTERN I DAH 0\200 6 RE PC)RTS\E6 C,10 3C - H EALTH HEALTH Emic & Bus DEV\RPT012Rc.Doc J Environmental Services LJ Geotechnical Engineering D Construction Materials Testing D Special-Inspe-.dions Val C City of Rexburg PO Box 280, Rexburg, ID 83440 Phone: Fax: Other: Project: Health Education & Business Project Manager,.* Inspector: Inspection Date: DevelapmentCenter Dan King Stephen Fremming August 10, 2006 REINFORCED CONCRETE INSPECTION REPORT Phase 11, Rexburg On the above date, our representative performed work on the referenced project as reported below. Inspected reinforcing steel placement at eastern half of slab fiom gridline 6 to I I between rows B and H. Perforined two air entrainment tests and two slump tests. Observed placement, and consolidation of 1 1 9V2 cubic yards of Walters concrete mix #1 10 placed at locations noted above, and east two sets of four cylinders. Cylinders,.* #61916-#61919 / #61920-#61923 Work inspected was in compliance with project plans and specifications. If there are questions concerning this report (rpt012rc), please contact the Project Manager listed above. Respectfully submitted., MATERIALS TESTING &INSPECTION INC. Reviewed by: George DuPont Corporate Construction Sen4ees Manager CC: Kurt Karst, Alderson Karst Mitro Architects, PA; Ted Hendricks, East Central Idaho Planning & Development Association; Mark Andrus, G & S Structural Engineers; Arden Smith, Ormond Builders, Inc.; Val Clu--istiansen City of Rexburg, 1230 North Skyline Drive,, Suite C, Idaho Falls, ID 83402 208-529-8242 Email: e1'nntigrntj-id.com Website: www-mfi-id.corn Fax: 208-529-6911 MATERIALS TESTING �i INSPECTION PAGE #1 OF 1 REVISION DATE 8122/2006 REASTERN I DAH a�20 06 REPORTST6 0103 c - HEALTH EDUC, & BUS DEVRPT01 I RC- DOC U Environmental Services J Geotechnical Engineering D Construction Materials Testing 11 Special Inspect' Ions Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 Phone: Fax: Other: Project: Health Education &Business Project Manager: 0 Inspector; Inspection Date: Development Center Dan King Troy Posio August 4, 2006 REINFORCED CONCRETE INSPECTION REPORT Phase 11, Rexburg On the above date, our representative perforined work on the referenced project as reported below. Inspected reinforcing steel placement from gridline I ta 5.9 between rows F and H. 1Vlonito:red two loads arriving at the job site for correct mix and proper slump. Performed one air entrainment test and one slump test. Observed placement and consolidation of 110 cubic yards of Walters concrete mix #110 placed between gridlines I and 5.9 from ro,w B to H, and cast one set of four cylinders. Cylinders*. #61862-#61865 Work inspected was in compliance with project plans and specifications. Zf there are questions concerning this report (rptO11rc), please contact the Project Manager fisted above. .1 Respectfully submitted, MATERIALS TESTING &INSPECTION INC. Reviewed by: George DuPont Corporate Construction Services Manager CC: Kurt Karst, Alderson Karst qtr o Architects, PA; Ted Hendricks, East Central Io Planning & Development Assoc.iation; Mark Andrus G & S Structural Eng' ineers; ATdeii Smith Omiond Builders Inc.- Val Christiansen 1 7 P C'ty of Rexburg 1230 North Skyline Drive, Suite C, Idaho Falls.. ID 83402 208-529-8242 Fax. 208-529-6911 Email. eirriti Lamfi-dcom Website: www.mti-id.com