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Home My WebLink AboutMATERIALS & TESTING INSPECTIONS (2) - 06-00148 & 149 - Health Education & Business Development CenterMATERIALS ESTING INSPECTION oEnvironmental Services o Geotechnical Engjneeiung KURT KARST ALDERSON KARST MITRO ARCHITECTS 379 A Street Idaho Falls, Idaho 83402 0 NCJ"onstructicm Materials Testing Ex-HaT "A" PAGE #1 OF 5 REVISION DATE 61271201)6 �\MT[SERVER2�PROPOSALS\CONSTRUCTION\P ROPOSAL=6 PROPOSALM IDAHO FALL ST50388REV1 - HEALTH ED & BUSINE5S DEv CTR PH I L DOC, o Soef_- i a I frnsnonfinncl, V- ---,:e_- PRUNE: -,-,-- PHONE: (208) 522-4030 FAX: (208) 522-3020 Rem Tcsiin� and Inspection for the Proposed Project: Phase Two- Health Education & Business Development Center, Rexburg, ID Dear Mr. Karst,, The enclosed cost proposal has been prepared for vour review and evaluatiOn. Materials Testing & Inc.MTI) appreciates the opportunity to submit this estimate to provi'de materials testing and i'nspecti & on services on the above referenced 0 pr Q1 ect. isThe esti"mate based on our review of plans., specifications siamilar projects andC��y•o�-requ" ireiirients. 'rhe est"zs estimate also based on a presumed construction schedule. If the construct -ion schedule does not follow I`vlU's estimated Production rates and schedule, the qUantities and number of trips required will vary. Please review the number of trips and quantities to insure that each item follows your construction schedul e/pro duct ion rates. Variances from our estimate and your schedule/production rates will be billed at the indicated unit rates. The result may be a decrease or increase in the total testing and inspection costs. Scope of services for the project have been outlined below: r%.,34,3'Z� 1 SI' Two Story Structural Steel and Masonry Building- The Scope of Services includes; 1) sods testing and inspection, 2) concrete testing and inspection, 31) masonry testing and inspectxor�,weld.,419 d/or aninspection, 4) 0 structural steel bolting and 5) asphalt testing and i�-�spectian. The scope d may be adjusted d uste basedo the actual sp. ecial. ins ecfi on requirements...- Costs will be dependent on the actual number of txi sltzme far testim,- and ins ections. A detailed explanatiorl of testinglznspection items for each phase of construction has been. provided below: • Soils -Fill Placement monitoring and compaction testing will be. Performed dry others. • Concrete - "Special Inspectian'' of concrete is required. 5trucfuxal concrete wi.1.1 be tested at intervals of one set of 4 concrete cylinders for each 150 cubic yards or fraction thereof of each concrete rnix placed each day. • Masonry - "Special Inspectian" of masonry is required. Inspection will consi"St of -icy cell efil condifions and reinforcing steel placement prior to grouting and witnessi r naDf 14 routing activities dur�ng placement. Inspections will be performed on a periodic basis. T"estill� Will include compressivestrengthof masonry prisms, grout prisms, and mortar cylinders, 1230 North Skyline Drivel Ste- C Idaho Falls, Idaho 83402 (208) 529-8242 Fax (208) 529-6911 eimflgmti-id.com w vvvvw. mtl-ld. corn F.orm XXXXX Rev 0 MATERIALS TESTING fr INSPECTION o Enwonmental Services o Geotechnical sir_ C�on Materials Tesfin.q PAGE #2 OF 5 REVISION SION DATE 6/2712006 \MT[ ERVER \PR PC)AL ' N TRUCT oN\P FALLMP0 8F E.V1 - HEALTH ED a BUSINESS DEV CTR PH 11 -DOC o Special Jr)j u • Structural Steel -- "Special Inspection" of welded and/or bolted corvleciiUns zs rec�u�red. Periodic visual welding inspection will be performed on all field welds. Bolted cormeetinns will be inspectedi"11 accordance with the project specifications. The fiat trips should be performed at the start -t -up of welding or bolting operations to check certifications or bolt calibrations and review procedures with an -site welders 1 steel workers. Intermediate trips should be perfon-ned to inspect welds r bolts that are to be covered prior to the. final inspection. The final inspection should be performed'at the completion of welding and 1 or bolting'. but prior to departure of the steel crew, to inspect the finished product. Asphalt — Monitoring of placement and densitytesting is not currently planned,w r item ink the u-irnt rat%...,s Hsted here" _ w l , est. If is MT1's intention that our sere ces will complement your efforts towards nlaintaizli�b the hl'(Yhest standards of qualify. Please let us know 'if you require add�tianal infozz�natxon. We thank you for considering our firm and looks -forward to working with you on this project. Respectfully Submitted', Maten-als, Testing & Inspection, Inc. Dan Kind, Eastern Idaho Manager 1230 North Skyline fir, Ste. C Idaho Falls,Idaho 83402 (208) 529-8242 Fax (208) 529-6911 i mt i (gtC- [d . om www_ ti -i . o Fo ra XXXXX Rev 0 " MATERIALS TESTING & INSPECTION EXHIBIT "A" PAGE 43 of 5 REVISION N DATE 6f 7} 00 k' MTI ERvEP, \P CPO AL \CONSTRLI TfC)N\P ROPOSALSM PROPOSAL kJDAHO DEQ' CTR PH II.DOC o noir � r fel Services o GeoteC.NiC,,aligin ri tri [Viaterials Testing Spef,-Ial Insptections Estimated Services & Fees The f llowincy estimate f services is based. on Wr=t l 'lTI standard rates and tlmt d prQl ct quant Iiti . Inspection mid testing times are based on historical verages- They wilbe ldependent n tl�contractor'� ti' iti 11 C11 in projectr requirements. It` no cost is shown,,theassociated t item is not required r will be provided by others. The costs below are estimated usitsn, dad' rates (7-00 AM to. 5-00 PM). Work not perfonned darma the normal work' day is subject -to be billed at 1.5 times the day rate. Hourly rates will be charted fr ni portal to portal. This is a tib n� mater' is I1,t , Item ;SOILS INSPECTION TESTING Field Density Testing D2922 Proctor D698, D1 557/T991 T1 80 Sieve Analysis- Coarse & Fine C1 17P C1 361T11] T27 Atter hmr L rrits D4 18),T , TOO Sample Pick p Staff Geologist CONCRETE ICSI PE+ TI TESTING Concrete In p tor Epoxy Bolt/Dowel Inspector Concrete CylindersC39/T22 Cylinders Pick Up MASONRY INSPECTION & TESTING Masonry Inspector Ido rta r Cy I[ nde rs Stren gth C 1 09FFI0 Grout F'rr .m. 1 1 CMU' Compressive Strength {Prisms} (Grouted) C1314 CMU Compressive Strength Black Only) G140 CMU Absorption, Density &Moisture C140 Sample Pick Up STEEL INSPECTION TESTING Structural Steel Inspector Ultrasonic Inspection AWS D1.1 Fake Shop Inspector Fireproofing Inspector Band Test .11 Fireproofing E726 Density of Fireproofing E605 ASPHALT INSPECTION & TESTING Asphalt Field Density Testing 02922 Asphalt Coring D979 Asphalt Core Specific Gravity, Height, Diameter, Weight Asphalt Content -by Ignition Method d C /T Mechanical Analysis 05444 II. ITEMS FuelSur-Charge Letter of Affidavit f Trips Units hours each each each hours hours f Units Rate $125,00 575.00 . $40.00 $65.00 Sub -Total 4 hours 85 $40.00 o- 5125.00 hours 9 $40.00 each$15.00 5100.00 16 hu r$40-00 Sub -Total 30 hours 120 $40.00 set of 3 4 O_00 set of 4 4 set of 3 4 $225.00 set of 3 $75,00 set of $100.00 4 hour 10 $40,00 Sub -Total 10 hours 38 $60.00 hours 6 $70, 0 hu r 0.0 hou is each . -each $50.00 Sub -Total hours $40.00 hours 5125.00 each $25.0p each 5100.00 each $55.00 Sub -Total 87 each 87$5-00 hours 2 585.00 Sub -Total Estimated Project Total; Totals MOO $0,00 .0 . 00 SO -00 _ 00 $0.00 $35400,00 $360.00 $1,440-00 $1,280.00 $67480.00 $27700.00 $435.00 $170.00 $fi05.QQ P * 0 1230 North Skyline Drive, }_3t . C * Idaho Falls, Idaho 83402 9 (208) 529-8242 Fax (208) 529-6911 eimtl@rnt-1--id.com o www-mb-id cow. Form XXXXX Rev Ftr,..r,-+,fir r T 1 L! MVT -I rift to top err t for such periodsr � � �ir��i t� - - _ ' � �J��t r�C1ng, testing, or inptfon f operations Mrd bthis 1230 Nofth Skyline Drive, Ste_ C Idaho F IIs. Idaho 83402 208 ) 529-8242 Fax (208) 529-6911 im d(g mti-id . om www-mtl-j-d.com F rrn YYYYY pnw n MATERIALSr'e 4 ct rkTESTI NGINSPECTION PAGE 5 OF Rzvi r0N CRATE 6127/2006 ' \MTl ERVf=-Ry �PRC)PO,SAL '� C)P� TI U�TJONl P ROPOSALM DEV CTR PH H.DO c) Friviroiimental Services o Geotechnical Enginee!"ing 'C'Jonstruction Materials resfi I ing o Special Inspe-ctiois Agreement. CONSULTANT shall not be liable for damages resulting fr m theactionsr inactions f n ir�l�:,�din �� not I�rn.�t� t�, prrT��t prir�environmentalgovernmental agencies, impact reports, govern ment l a ildi n �n actions plr� and��t t�rt�a �� matters, L � a dedications, general , nn tion orconsolidations, use or nditr r� 1 useerrs its � and/or building permits. V1 11, CHANGES IN SCOPE OF WORK, CLIENT, without Invalidating this Agreement may order changes In the .CONSULTANT, scope�� character ofseryand/or �r performed it�r dr��rr increasing the int f CONSULTANT'S Irl or ori All such changes In the work and/or err performed by CONSULTANT CJI authorized � writtenchangeorder sign by LI ET r� SII � r��rr�� r��'r t�� I termsand conditions � d �� t �� i Agreement. CONSULTANT shall not perform n hn a � tl'� pr character of the work and/or obligated t r� �r�tfl CONSULTANT LTJ, � !� rept of ,� writtenchange signed b 3 LI E NT n i ned by ULT IT indi tin its nt tf�rIt� r order therewith - IX. LIMITATION OF LIABILITY. Should MITI or any of itsrf - � ion1 employees be Bund to have been negligent in the performancef it wo rk,or to have made 2nd breached any expressr implied warranty, representation or contract, Client, all parties claimingthrough Client andalaparti Ii-irto have .n any wayrelied upon 1TI's, vcrlP r that the maximum aggregate t��.� �rr�rr�� amount �f �� f «�rE�t �f I`fi, its officers and�� hli � lir�lt�d to r�i�.i �r the total ��nt f t�� x � LTi under k�rlt# or t. �� f ir�it of err' opti employeeson, Client -purchased insurance, whichever amount is greater. X. COMPENSATION FOR SERVICESRENDERED, CLIENT recognizes -- �; �� that t� t�rn�t noted 1 � Exhibit(if provided) was obtained through a diligent evaluation of the contract documents and scheduled discussions with the Owner, relevant subcontractors and the general contractor. CLIENT recognizes that the testing n inspection industry, n� theservices rendered herein under this contract, are scheduledriven and are as mandatedby the hedulire rid manning �f the contractor(s)-Should such items, for example,the quantity of concrete placement, field r shop steel welding schedulesor masonry Int days alter from that quoted within our proposal, CONSULTANT shall be entitled to compensation for services rendered. Xl. OVERTIME AND BILLING MINIMUM. CLIENT recognizes the attached - . ��: which outlines bill-Inbill-Ing minimumsf to (2) hou r for any rendered on site, In addition, CLIENT recognizes that, an occasion, due to the schedule of the contractor or relevant subcontractors., occasional overtime SII bencountered. u t t� nature �f the �t�tr�t�r�business,CONSULTANT will h ave no notice of this until the day the said overtire occurs. CLIENT agrees to compensateCONSULTANT for such overtime. SII. LIMITATION F SERVICES PROVIDED. The services provided pursuant to agreement are intended solely for the use and benefit f the CLIENT � nth � ! other �rr� �r entity shall �entitled . , to rely on the services, opinions, recommendations, plans, or specifications provided pursuant to this agreement without the expressed written consent CONSULTANT. Xrll. INDEMNITY CLIENT agrees to defend, indemnify,n held CONSULTANT, I L.T►fTa it ffFr directors, m.,lert independent illness} property damage, lias to natural t r harmless from n and allclaims,suits r liability personal injury, � th; resources, finrpenalty@reiror alleged to have arisen out of� or nf CONSULTANT'S t� t� extent that such claims or damages weredue to the neciliaence of the LlNT, except to the tit d� to negligence � �ntnt- .nndf -rrfelconduct of CONSULTANT. CLIENT r tcompensateCONSULTANT for all t, n and f reasonablyincurred indfrdn such claim ,nf��ink court t n attorney's _ fees. In the event CLIENT shall bring n action r:rrt I�,f to the extent CONSULTANT prevails ire such action, CLIENT i CONSULTANT, i��l rid the ��r�tfon_ XIV.. PROVISIONS SEVERABLE The unenforceability or invalidity f� n provision or provisions hrf shall not render � other provision provisions unenforceable r invalid. Nothing in the Agreement shall r� n party from Its responsibilifies under law ornr t t_ Thi agreement contains tike entire an , -'4r. i me rP d r.- znr in �t ^� �.r. � � � � � � �� ., �. . A tIN ani UI L , +� � n U l r seder all pr;or � � �.� ti� tFj ; representations oragreementseither written or oral_ Th' r r nt nr� executed k of b amended' rmodified except by written Agreement, ofthe parties hereto. This Agreement f covered b the laws f thea state �f Idaho, IN WITNESS H EEOF; the parties hereto have executedthis Agreement as of the date and year firtbwritten, t Bol se, , Idho. Materials Testing Name & Title.: Date: Consultant: / p ions Its_ 1230 North 3kyll-ne Drive, Ste. w Title: Idaho FPP, (daho 83402 529-8242 eimtl@rriti-id.com vvwvv.mti-ici_ c)rn Client; Campsy Name • Fax {208} 529-6911 Form XXXXX Rev 0 MATERIALS TESTING �r INSPECTION J Environmental Services Val Christiansen C ity of Rexburg PO Box 280 Rexburg, ID 83440 J GeotechnicalEngineeri-ng J Construction Materials Test -in Fax Offier: PAGE "1 OF I REvI ION DATU 10/10/2006 RIEASTERN lER HEALTH EDuc & Bus DEV\RPT019SM.D0C Project: Health Education & Business Development Center Phase II, Rexburg Project Manager: Dan Ding 1nC0'Pe%,n.tor_s.- Tray Posic Inspection Date: September 2S, 200G STRUCTURAL MASONRY INSPECTION REPORT On theabove date,, our representative performed word on the referenced project as reported below. Inspected reinforcing steel placement at shear wall from gridline 8 to 10 on row G, elevation 8'8". to 13 ' 4"; and east stairwell from giridline 1U.5 to I I between D and E.4, elevation 8'A8�' to 1 4'. Performed a visual inspection of reinforcing steel, concrete masonry units and mortar, and inspection of how -lift and hl"gh-lift grout at locations noted above. A total of 6 cubic yards of Walters Ready Mix gout min #42 RCOO-Class was played at the above location and was mechanically vibrated. Note: MTI inspector arrived on site to observe gout an gridline 2 to 3.7 on raw C. from gridlione 2.8 to 0 d perform inspection of 3/4" studs. Studs located from 9.2 on row B, and from gridline 2 to 5 u"VVG�.)Lc![1kC a�.0 in accaraance with plans and specifications. Slump measured 10" — inspected with a flashlight. Workinspected was in compIi�nce with project plans and specfficatians. on row G ars high -lift grout If there are questions Concerning this report (lptOl 9sni. doc), please contact the Project Manager 11'sted above. Respectfully submitted, MATERIALS TASTING & INSPECTION INC. Reviewed by- George DuPont COrPOrate Construction Set -vices lVanager CC: Kurt Karst, Alderson Karst Mitre At•chitects, PA; Ted Hendricks, East Central Idaho Planning & Development Association; Mark Andrus, G & S Structural Engineers, Arden SmitYa, Ormond Builders, Inc., Val Christiansen City of Rexburg 1230 North Skyline r if Idaho Falls, I 83402 208-529-8242 E i t [Mtw r t j -i . Corn, Website: i n t i -i . m Fax, 208-529-6911 L3 Environmental Services Val CM-istiansen City of Rexburg PO Box 280 Rexburg, ID 83440 Geotechnical Eniig Ll Construction Materials Testina Phone: Fax Other: PAGE #1 OF 1 REVISION ION DATE 1011012006 HEALTH EDuc & Bus DEV ,RPT020RC. DOC 0 I� Proj ect-d, Health ]Education & Business Development Venter Phase II, Rexburg Project Manager: Dan King Inspector: Derrick, Fontes Inspection Date: September 26, 2Q06 REINFORCER CONCRETE INSPECTION REPORT On the above date, our representative performed work on the referenced projectas reported below. Inspected reinforcing steed placement at slab from row B to H between gridline 2 and 6.0, and between D-5) and E.3 from gridline 1.5 to 2. Performed one air entrainment test and one slump yards of Walters Ready Mix concrete mix # 1 12 cV1inderS. Cylinders: #62482-#62487 Note: -Uaster Builders plasticizer added at plant,, fest. Observed placement and consolidation of 82 cubic placed at locations noted above, and cast one set of six Work inspected was 14n compliance with pro�ect plans and speer cations. If there are questions concernin; this report (rpt02Orc.doc)., please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. -- F;0�1 - J� Reviewed by: George DuPont Corporate Construction Services Manage CC: Kurt Karst .ld r n Karst Nitro Arch' � , � � � i } drl , . t tr l Idaho Plana" & Development i t1 � Mark Andrus, G & S Structural Engi.neers; Ar it OrrnondBuilders,i r-, ValtnCity of Rexburg 1 230 North Skyline Drive, Suite C, .Idaho FII, ID 8340 208 -529-8242 Fax, 208-529-6911 Email-,ein-iti anti -id. 'website, ww. roti -L ora MATERIALS TESTING fr INSPECTION LJ Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 0 Geotechnical Engineerfing Ll Construction Materials TeStiq Phone.- Fax- Other: hFaxOther: PAGE #1 OF 1 REVISION D 61 ATE 101101200 RAEASTERN HEALTH EDUC & Bus D EV.RPT021 R C, DO C S,'.-_'.'1 1 Mn Project: Health Education & Business Development Center Phase II, Rexburg Project Manager: Dan King Inspector.: Deirrick Fontes Inspection.DIt September 28, 2006 REINFORCED CONCRETE INSPECTION REPORT On the above date,, our representative performed work on the referenced project as reported below. Inspected reinfarcing steel placement at slab from gridline 6 and I Q bem.Feen B and I and from gridline 10 to 10.5 between D.5 and E.2. 11 Performed one air entrainment test and one sump test. yards of Walters Ready Mix concrete mix 4112 paced cylinders. cylinders: #62504-#62507 observed placement and consolidation of 66+ cubic at locations noted move, and cash one set of four Note: Slump measured 8'% with 1I✓Iaster Builders plasticizer added at plans. Werk inspected was in compl�ance �c�ith project plans and specifications. If There are questions concerning this repot (rj_)t021rc.doc), please contact the Project Manaizer listed above. -1 A Respect fly submitted, MATERIALS TESTING & INSPECTION INC. k W POP d. Mew �Rw Reviewed by-,,, George DuPont COfPOI-ate CService' Manager CC- Kurt Karst, Alderson Karst M'tro Architects, PA; Ted Hendricks, fast Central Idaho Pl nn1n & Development Association; I ark Andrus, Structural o- ` � - i n r � Smith Builders, In..; Val Cliristiansen City of Rexburg 1230 North Skyline Drilve., Suite Idaho F II , ID 8340 208-529-8242 Fax: 208-529-6911 Er ad— e IMt�Lmimtl_ f -corn- 'website: www.mti-id.com f1e}, •' 1 hyJ. ATERIAL vrYkESTING• INSPECTION f+ ' ❑ Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 11 Geotechnical Engineering ❑ ConstrLrction Materials Testino Phone-- hone. Fax-- F s Other: Qther: PAGE #1 OF I REVISION DATE 10/1712006 RAEASTERN �,..�y�y11HEALTH E'I��D U ,& Bus D R'nPrizI Pro Health Education 8z Business Development Center Phase II, Rexburg Project Manager: Dan ming Inspector: Troy Posio _.___- -- ----T----- - Inspection Date: October 6, 2006 STRUCTURAL MASONRY INSPECTION REPORT On the above date, oux representative performed work on the referenced project as reported below. inspected reinforcing steel and block placement from gridline I to 1,5 between rows D.4 and E.4,, elevation 2Q' to 24'8"- from gridline 10.5 to 11 between D.4 and E.4, elevation 20' to 24"48"'; and from gridline 5.5 to 6.5 between F.4 and F.8,, elevation 20' to 24'. Performed a visual inspection of reinforcing steel, concrete masonry units and moriar, aid inspection of how -lift grout atlocations noted above. .A total of 7/2 cubic yards of Walters grout mix #516 was placed at the above location and was mechanically vibrated. Work inspected was in comp��ance with project plans and specifications. If there. are questions concerning this report (rpt023srn.doc),., please contact the Project Manager fisted above. Respectfully submitted, MATERIALS TESTING & INSPECTIUN INC. Reviewed bk.,,: George DuPont Corporate Construction Services Manager CC: Kurt Karst, Alderson Karst Mitro Architects', PA; Ted Hendricks, East Central Idaho Planning & itimark Andrus, & S Structural i�ment Builders,,r ; Arden Smith, Orland Inc.; ValChristiansenof Rexburg d 1230 North Skyline Drive, Suite C, Idaho Falls, ID 8340 208- -8242 Fay � 208-529.6911 EmO: � roti -I . r� �� Ft : www.mti-id.com MATERIALS TESTING �<r hA $ INSPECTION El Environmental Services Val Chfistimansen City of Reybur g PO Box 280 Rexburg, ID 83440 L Geotechnical Engineering J (C"onstrLiction Materials Testing Pbone: Fax Other: PAGE #1 OF I REVISION DATE 10117/2006 R SEA TERN DAH O 006 R EPO RME 010 3c - HEALTH` �yEq Olin ` � j�yB{ u A r-tirk Project: Health Education & Business Development Center Phase II, Rexburg Project Manager: Dan king Inspector: Derrick Fontes Inspection Date: October 4, 2U06 STRUCTURAL MASONRY INSPECTION REPORT On the above date, our rep�esexatative performed work on the referenced project as reported below. inspected reinforcing steel placement at staircase on both west and east side, elevation 1 6' to 20'; and elevator, elevation 16' to 24'. Performed a visual inspection of reinforcing steel, concrete masonry units and mortar, and inspection of low -lift grout at locations noted above. A total of 8 Cubic yards of Walters 7 -bag grout mix was placed at the above location and was mechanically vibrated. Note: Contractor notified on mortar bedding, joints were not sufficient and need repair and re -inspection. Contractor Bart (Sommer Builders)vas informed by MTI representative that due to lark of 100% bond of mortar, that an adhesive banding; material would be needed to bond existing hardened mortar with replacement mortar. Slump of grout measured 10'/4 ". Work w�p lance with prv�eci plans and specifications, except as noted. If there are questions concerning thi*s repot (rpt022sm-doc), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Georgie DuPont Corporate Construction Services Manager CC: Kurt karst, Alderson Karst Mitro Architects, PA, Ted Hendricks, East Centrad Idaho Planning & DeveIopment 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: 1M ti -_1 . r Website: www.mti-id.com MATERIALS 3 Environmental Services Geotechnical Engineering W. i Constf-uction Materials Testinn Val Christiansen Phone: pity of Rexburg Fax : PO fox 2S4 Other: Rexburg., ID 83440 PAGE #1 OF1 REVISION DATE 91281200 TASTER HEAL7H EDUC & BMJ •- - - - ---.,- F- - -%..,4..%-,iC%_0 Project: Health Education & Business Project Manager: Inspector: Inspection Date: Development Center Phase I1, Rexburg Dan King Dan Ding September 18,2006 STRUCTURAL MASONRY INSPECTION REPORT On the above date, our representative performed work on the referenced project as reported below. Inspected reinforcing steel placement at (1) shear wall on row B from gridline 8 to 10, elevation 0' to 4'; (Z) stair well on gridline I.5 from raw D.2 to E.4; an D.2 from gridline I to 1.5; on gridline 1 from D.2 to E.4; on E.4 from gridline 1 to 1.5, elevation 1T' to 16'; and (3) exterior wall on row C from gridline 3.9 to 8.5; on gridline 4.6 from C to B; on row B from gridline 4-:6 to 7.3; and on gridline 7.3 from B to C., elevation S' to 13'. Performed a visual inspection of reinforcing steed, concrete masonry units and mortar, and inspection of law -lift grout at locations noted above. A total of 10 cubic yards of W'alters �4rout mix #516 urns placed at the above location and was mechanically vibrated. Slump = 10`10 Work inspected was in compliance with project plans and specifications. If there are questions concerning phis report (rptOl 7srn), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. _......... Reviewed by: Jim D. Farrens, P.E. Project Manager C: Kurt Karst., Alderson Karst Mitro Architects Pte.' Ted HendricksEast Central Idaho Planning & Developments i ts ` ar Ani. hurl Engineers; Arden Smith, -in Builders Inc. * Val 3 1 tl n ell it Rexburg 1 230 North Skyline Drive, Suite C. Idaho Falls, ID 83402 208 -529 - Email: i fi r tHd. o `bite: www_r ti+ -ids r MATERIALS TESTING it INSPECTION D Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 D Geotechnical Engineering El Construction Materials Testing Phone: Fax Other: PAGE #1 OF 1 F .EVISIo l DATE 101512006 EASTER N HEALTH EDU .Esus D EVR PTO 18 S M. DOC W Je r - -, . .. %.. Project: wealth Education & Business Development Center Phase ZI, Rexburg �rojcct l��anager: I}2n King Inspectar: David Anderson Inspection vote: September 21, 20Q6 STRUCTURAL MASONRY INSPECTION REPORT On the above, date, our representative performed work on the referenced project as reported below. Inspected reinforcing steed placement on raw G from gridline 8 to 10; stairwell on yaw D.3 at gridline 10.5 and oto E.5 from gridli�.e 1Q.5 to 11, elevation 4' to 8'. Performed a visual inspection of reinforcing steel, concrete masonry units and mortar, and inspection of low -lift grout at locations noted abas=e. A total of 51/2 cubic yards of falters Ready Mix grout min 9516 was placed at the above location and was mechanically vibrated. Note-, Slight moisture in cells; partial cover over masonry. Work inspected was in compliance with project plans and specifications. If there are questions concerning this report (rptOl 8sm. doc), please contact the Project Manager listed agave. Respectrally submitted, MATERIALS TESTING & INSPECTION SNC. - Fav Reviewed y-, Georgie DuPont Corporate Constructi Services Mcinager Kurt Karst, Alderson Karst Mitro Architects; Ted ndr" East Central Idaho Plaiininar & Development Mark Andrus, G & S Structural Engi . r : Arden SmithOrmond.0 1 istiansen City of Rexburg 1230 North Skyline [giver Suite C, Idaho Falls, 208-529-8242 Fax: 208-529-6911 Erman, i is tti-i . o ' ,obit : ww . t i- . ori dMATERIALS ;`j 44 �✓ti.. TESTING t INSPECTION Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 Geotechnical Engi ri 0 wp� /Y�? PAGE #1 OF 1 REVISION, .SATE 9/2512006 HEALTH E' DU BU DEORPTiY I 1F M. W E) Construction Materials Tesfina -4 Rnp c fl Phony.: Fax, Other; Project -e. wealth Education & Business Prolect Manager., Inspector: Inspection Date: Development Center Dan King Troy Posio September 12, 2006 STRUCTURAL MASONRY INSPECTION REPORT F"hase III, Rexburg On the above date, our representative performed work on the referenced project as reported below, Inspected reinforcing steel and block placement at sear wall from gridline 3,6 to g,5 between rows B and C,.elevation 0' to 8' {high -lift}; at elevator from gridline S.5 to 6.S between F.4 and F.S, elevation 12' to 16' (low - lift); and at west stairwell from gridline 1 to 1.5 between D.4 and E.4, elevation S to 12' (haw -lift}. Performed a visual inspection of reinforcing steel, concrete masonry units and mortar, and inspection of Low -lift and high -lift grout at locations noted above. A total of 13 cubic yards of Walters grout mix 2RC 0p -Class 40-7V2 ib. was placed at the above location and was mechanically vibrated. Node: Inspector used a flashlight to inspect bottom of cells on high -lift. Work inspected was in compliance with project plans and specifications. If there are quest -ions concerning this report (rpffil6sm). please contact the Project Manager Listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Jim D. FatTens, P.E. Project Manager CC: Kurt Karst, Alderson Karst Mftro Architects, PA; Ted Hendricks, East Central Idaho Platining & Development , Mark Andrus, & S Structural n ii �. Smith Ormond Builders, Inc, Val. Christiansen City of Rexburg 1 230 north Skyline Drive, ,quite C, Idaho' Falls, ID 83402 208-529-8242 Fax.h 208-529-6911 Email: inti . r -roti- M bift. VAVW.mtkd.c MATERIALS TESTING Fr INSPECTION Envimnmental Services Val Clv-istiansen City of Rexburg PO Box 280 Rexburg, ID 83440 ASTM C-750 / UBS Standard 21-16 Mortar Cylinder Compressive Strength 3 Geotechnical Engineering 9 Construction materials sestina Prof v Pro] ect Alana ffer: Phone: Fax: Other-. PAGE #1 OF 1 REVISION DATE 9128120D6 .DETER IDAHO X06 F EPORTS E 10 y HEALTH E,c)uc & BUS DEVW6230 :COC V- a — - —. ., 4,r_r%-r�Ai"ik}r E%,4 Health education & Business Development Center Phase I1, Rexburg Dam King Contractor. Armond Inspector: Troy Posio Bag Mix or Ons*A-e Batch ---�-�---- Specified mix (Mortar Type) Type 5 Supplier (if bag mix): Waiters ASTM or UBC Medind (Cylinders only} ---------- Location: Elevator from gridline 5,5 to 6.5 between F.4 and F.B, elevation 12' gridline 1 to 1.5 between D.4 and E.4, elevation 8 to 12' iMIx PROPORTIONS: Report #: 0 16 sm to 16% and at west titairwell from TEST PROPERTIES & CONDiTIQNS: Cement: Weather: Lime: -------- Ambient Temperature- Water: em rature-Wates: ----- Mortar Temp. _ ASTM 1064 ): Time BatchedAd nil xture #I T'ine Placed: Admixture#2- --- : STM C 143). Was 111i,x retem gyred after batching (yes /n A & 4 & ` ! 1 % ` ,J 1 P -100 0 .moi L& 11. T.11 *.+ia LP i If there are questions concerning this report (rn62303), please contact the Project Manager lisped above. Respectfully submitted, MATERIALS TESTING & 1NSPECTION INC. dy yx dr r- rM �y L�S w Reviewed by: Jim D. Farrens, P.E. Project Manager CC: Kurt Karst, Alderson Kanst Mitro Archifects PA-- Ted Hendricks East Central Idaho Planninor & Development Association, Mark Andrus S Structural Engineers; jALrden Smith, Ormond Rul'iders, Inc.; Val Chnstiansen City of RexburC-, ortn bKy]fne Drive, Suite C. Idaho Falls, I 208-529- 242 Fax*, 208-529-6911 Email: anti m!i-ii. Website.- .grit[ -i ®corn MATERIALS TESTING & INSPECTION 3 Envimnmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 Contractor,: Ormond ASTM C-10,1'9 Grout Prism Compressive Strength Test Report .3 Geatechnicai Engineering Supplier: Walters Mix I*. 4 00 -Class 40-71/2 l. 3 Construction Materials Te,sfina Phone: Fax: Other: 'AGE #1 OF I REVISION DATE 912812006 HEALTH EDUC & BUS DEv� DO - qpil Icar-fEn t— — - tr- . . s . -%" ff %_F --.r 4 e %,.o :k k -,, Project: Health Education & Business Development Center Phase 11, Rexburg Project Manager: Dan King Inspector: Troy Posio Truck* 84 Yards:V2 i Ticket: 13684 Report #: 0 1 Gsrn Location: Elev t r from c1riffline 5.5to 6.5between FA and F.8, elevation 1 � to 1 and at west stairwell from gridline I to 1.5 beMeen DA and E. , elevation 8 to 1 MIX PROPORTIONS: merit Fl h-. Water: Coarse Aga. 4 1: Coale Agg. # 2: Fire Agg. ##1 FI]I e Agg. : d rn 41: Admix ,rim _ Water/Cement Roti()'. Not Provided B The ld MIX in pan f TEST PRnPERTIES & CpNDITi+()P15: Weather: Clear i iblent Tein1 ter : 71 Concrete Temp. (ASTM C 1064)- 7 Time Batched. 1 + prn Time Pt.c d a 1 % Air Content (ASTM C 23 1): ---------- lum iii . STM C 1 YY Uii t Weight dT 1 ,�-------- Yield (ASTM C 138): Water added (gals): ---_------ d f(J)sl): 2000 If There are questions concerning this report (g62299), please contact the Project Manager listed abase. Resp�ctfixlly submitted, MATERLALS TESTING & INSPECTION INC. ------------ Reviewed by: Jim D. Farrens, P.E. Project Manager '`; Kurt Karst, Alderson Karst MitroArchitects P; Ted Hendricks,'East anning Structural Engineers; Arden Smith, Oniiond Builders-, Inc.; Val h tr stians n City 1230 North Skyl[ne Drive, Suite C , Idaho I~ a If s, ID 83402 208-529-8242 Fax: 208-529-6911 E -mai - - ai:im1i r-rylt-i .. o � �t t �. fi . 9• r7� rtixvr MATERIALS M r.ti �r TESTING p+Jfi4 2 4 �� } jamy• r� M1S INSPECTION ASTM C-1314 Compressive Strength of Masonry Prisms FSE #1 OF REVISION DATE 101512006 RAEASTERN IDA■ I MW EP 1 601 Y Y HEALTH EDUC & BUS DEuL6. DOC D Environmental Services ❑ Geotechnical Engineering ZI Construction Mat.erials Testing L] Special Inspections Val Christiansen Pone: City of Rexburg Fax - PO Box 28+0 Other: Rexburg, ID $344D Project: Health Education & lRiisiness Development Center Phase Z1, Rexburg Pro'ec� Mana �e�-; Dan Kin -- _Contractor: Ormond Inspector: Troy Posio Supplier: Walters Truck #: $4 Ticket #: 03b84 Mix ID: 42RC 00 -Class 40-7%z fib. ff of Yards: 6'l2 of 13 Report 41: DiSsm Location: Elevator from gridline 5.5. to 6,5 between F.4 and F.8, elevation I?' to 16"; and at west stairwell ftom gridline X to 1.5 between D.4 and E.4, elevation 8 to 12' Provided Date Made. September 11, 2006 Type of CMU Gray smooth face Nominal Size On.): 8 x 8x 1 Amblent Temperature ff):71 Temperature of Grout ('IF): 75 Mortar Type: Type. Min / Max Tera r o,%%?r P late riIiamtr11. 5 1n. )r/Lower Bearing Plate Thickness 2.85 in. Specified CMU fm {psi}. Grout f {psi}: Mortar fc (psi): Time Grout Batched: Time Grout Placed: Temperature of Mortar fF)- Diameter :i mt r o Spherical Seat Required Upper/Lower Bearing Plate Tic. s 1500 2000 1800 TZ:OOpm 12:3Qpm 75 6.5 in. 2_$5 in. Side 'rj) 2 Co j6Shy .firDr.. , ._ Break A A A. IG. 4 $ et Types of Fra ttt If there are questions concerning this report (cniu622,96.doc), please contact the Project Manager listed above. 1230 North Skyline Drive; Suite , Idaho Fa lis,i D 8340 0-529-8242 Fax. 208-529-6911 Email: in ti :roti -'r . Website: www. ti -i . co MATERIALS TESTING INSPr=CTION ASTM C-1314 Compressive Strength of Masonry Prisms PAGE #2 OF 2 REVISION DATE 101512006 R:\EX5TF_RN IDAHO\2006REPORTME60103c HEALTH EDU C & Bus DEOCMU62296-Doc U Environmental Services 1-1 Geotechnical Engineering 0 ConstrLiction Materials Testing LJ Special Inspections Respectfully submitted., MATERIALS TESTING & INSPECTION INC. M. fd* W.Ado. W-1 Reviewed icy: George DuPont Corporate Construction Services 1'Vlanager CC: Kurt Karst, Alderson Karst Mitro Architects, PA. Tei .Hendricks,, East Central Idaho Planning & Development Association; Mark Andrus, G & S, Structural Engineers-, Arden Smith, Ormond Builders, Inc.; Val Christiansen Cft T of Rexburg 1230 North Skyline Drive, Suite C, Idaho Fafls, ID 83402 208-529-8242 Fax-. 208-529-6911 Email- eimti(@,Mti-1d.com1 Website- www.mti-id.com MATERIALS TESTING Fr INSPECTION ASTM C-1314 Compressive Strength of Masonry Prisms PAGE #1 OF 1 REVISION DATE 1012212006 AE TERN 1DAHo 06REPoRME6016 - HEALTH EDLJC & Bus DMcmu 96.i)c Ll Environmental Services Q Geotechnical Enalneen.rig 13 Construction Materials Testing 0 Special Inspections .X Val Christiansen City of Rexburg PO fox 284 Rexburg, ID 83440 '.hon ; F ether: Project: Health Education & Business Development Center Phase II, Rexburg Proi* eci Manai!er: Dan King Contractor: Ormond Inspector: T-ri Supplier: Walter Truck #,. 84 Mix I: 42RC 00 -Class- V2 1. Of Yards: 6V2of 1 Location: Elevator from gridline 5.5 to 6.5between FA and F.8, elevation 12' t to 1.5 between A and E.4, elevation 8 to 12" DateMade: September 12, 2006 Type of CMU: Gray smooth face Nominal, Size (in.): 8 x 8x 1 A-mblent Tei- np r tore ff):71 Temperature of gout ff):75 Moir Type-. Type Mien / Max Temp. F first 48 hours-. ------_-:- Upper/Lower Platen Diameter- 11.5 in. Provided Upper/Lower Beating Plate Thickness 2,85 its. Ticket : 03684 Report #: 0 1 16'; and at east stainvell from gridline I Specified CMU fm (psi): 1500 Grout fc (psi): 2000 Mortar fc {psi}; 18()0 Time Grout Batched: 12.00pin Time Ga -out Placed: 12:347pm Temperature of Mortar {°F}: '15 Diameter of Spherical Seat 6.5 isi. Required Upper/Lower Bearing Plate Thickness: 2.85 in. Cast R Sep 12, 06 Pf ,tr CMS! Prism ID Date ��r Test Age in Days Cate Tested Farism o Prism Width �i�� Pnsm v 'Length (Inches) Nsm Hight (Inches) I-6 hit . least lateral prism dimension Correch n F` for Percent Net Area ASTIVI `1 Net Are � ire. Corrected Failure CoMpressive Lid (Ibs) Strand (psi) kafl ure NlkAe 1- ,e below 62296 Sep 14,06 7 Sep 1, 06 Yes 7.65 8.81 15.69 1 2.05 1.00 67.40 149,100 2,210 1 76 97 Sep 14,06 8 Oct 10, 06 Yes 7.6.1 8.30 15.171 1.99 1.00 63,16176,1 2790 Sep 14,Oct 10, Yes 7.57 15.75 2.05 1: 4r 1 ,185 3170 Compressive Strength of Masonry (avenge for the set of 28 day pnsm (psi)): Z980 Side (Front) n) 1 Tical Break 4) Tension i -Cofcal Sir I ' B reak H realk FIG. 4 Sketchesf Types of Fracittire If there are questions concerning this report (cmu62296), pease contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. WMA Mir Reviewed bye George DuPont Corporate Construction Services Manager C: Kurt Forst, Alderson Karst Mitro Architects, PA -Ted Hendricks, East Central Idaho Plaming & Developi-nenti ti gin; Mark Andrus, 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 Fay: 208-529-6911 Email: imti&mti-i .com Website: www.mti-id.com MATERIALS TESTING & INSPECTION ASTM C,-1019 Grout Prism Compressive Strength Test Report FACE #1 OF I REVISION ION DATE 1012212006 12212006 RAF -ASTERN IDAHO 00, F EPORT kE6010 - HEALTH EDUC & BLJSDEV\G62299.D0C J Environmental Services U Geotechnical Engineering J Construction Matedals Testing Ll Special Inspections Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 Contractor:Ormond Supplier:Walters Mix I: 42RC 00 -Class 40-T/2 i. Phone: Fay 11 Offier: Project: Health Educaflon & Business Development Center Phase 11., Rexburg Proket Manager: Dan King Inspector: Troy Po io Tru.: 84 # of Yards: 6V2of 13 Ticket: 13684 Report #: 016sm Location: F levator from gridline 5.5 to .6.5 betxveenF. 4 and F. 8, elevation 12' to 16 and at west s tai ravel l from gridline 1 to 1.5 between. DA and E.4, elevation 8 to 12' MIX PROPORTIONS Cement: FlyAsh: Water; Coarse m, 1: Coarse Agg. # 2: Fine Agg, #1 -. Fine Age. #2: Admix 4 1: Admix #2: Admix : Water/Cement fati.o TEST PROPERTIES & CONDITIONS. Weather: l ear Not mbi nt 'Ten'ip ratur :. 71 Provided Concrete Temp . TM C 10 4: 7 B y Time Batched: 1:pi.-a The Time P lac d+ 12.3 o pi -n Redi % Air Content (ASTNI C 23 1): _------___ Mix Slump (inches) (,ASTM C 143)- `} Company Unit Weight (ASTM 138).- --_------- i td TM C 138)-b ---------- ter Added a1.- ---------- Specified f.(psi).., 2000 CastDate: Sep 1, 0 f Samples Cast: Sample Prism/Cube Prism/Cube Prism/Cube Prism/Cube Test Test Failure Compressive Fracture ID ## Width Length Area Age Date Load Strength TW 62299 3.30 3.30 110.89 7 Sep 19, 06 EM hEm 55,880 1 B 62 300 3.30 3.30 10.89 Oct 10, 06 675260 6180 62301 3.30 3.30 10.89 28 Oct 10, 06 65,847 6050 62302 3.30 3.30 10.89 28 Oct 10, 06 65 x 734 6040 If there are questions concenling this report (g6.2299), please contact the Protect Managerfisted above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: George DuPont Construction Services Manager : Kurt Karst, Alderson Karst Mitro rchl't t , PA; Ted hendn-eks, east Central Idaho Planning & Development Association; Mark idru , Structural Engineers-, Arden Smith, Ormond Builders, Inc.; Val Christiansen Cid of Rexburg 1230 North SKyllneDrive, Suite G, Idaho Falls, ID 33402 208-529-8242 Fax: 208-529-6911 Email: mti mti-id.corWebsite: www.mli-id.com F MATERIALS TESTING it INSPECTION LJ Environmental Services Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 ASTM C-750 / UBS Standard 21-16 Mortar Cylinder Compressive Strength LJ Geotechnical Eg Contractor: Ormond .g -NI-'x or Onsite Batch -. Supplier (if lag rnix}:---------- L Construction Nlater'ials Test' Phone: IF ax : Other: PAGE #1 OF 1 REVI tON DATE 10/2212006 HEALTH 'ECU BUS DEV\M62303.00C L Special Inspeofions Project: Health Education & Business Development Center Phase i1, Rexburg Proiect Manager: Dan King Inspector: Troy Posio SPCC tied 101 ix (Mo T � Tvt) e S I I ASTM or UBC Method (Cyll'nders only) ---------- Report #.-. 016sm Location: E I evato r froom gti d1ine. to 6.5between F. 4 and F# 8, elevation 1 " t o 16'; and at west stalrvv11 fro ,gndhne I to 1.5 between and EA, elevation 8 to 12;1 -MIX PROPORTIONS: TESD' PROPERTIES & CONDITIONS: Cement: Weather-. Clear Lime: giblet Temperature: 71 Water: ----------- Mortar T jx . TSI C 1064): Sand: Time at h : 12:00ptii. .drm'xtur 1:Time Placed. 1 : pig Admixture :---------- __-------- Wa mix r t i Bred after batching /no): Cast Date. Sep 12, 06 Specified (psi): 1800 f Cylinders: 4 Cylinder Corr. Cylinder Test Test. Failure Compressive C-617 Fracture im i(c-Dti-ida Cim,Height Factor Area Age Date torr T� ply 62303 2 4 1.3.14 7 Sep 1, 06 51655 1 800 shear 62304 2 4 1.00 3.14 28 Oct 10, 7 532 2720 shear PASS 62305 2 4 1.0 3.14 28 Oct 101 06 7 748 2780 shear PASS 62306 2 4 1.00 3.14 28 Oct 107 06 811940 2850 shear PAS S .STM C-617 is a sulfur cap If there are questions concerning this report (m623(13), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: George DuPont Construction Services Manager CC' Kart 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 Citi of Rexburg 1230 North Skyline Drive, Suite C, Idaho Falls, I D 83402 0-5.29-8242 Fax: 8.529-6911 Email: im i(c-Dti-ida r Website: www.mti-id.com pr7 MATERIALS ASTM C-39 Concrete Cylinder TESTING it Compressive Strength INSPECTION PAGE #1 OF 1 REVISION DATE 1011712006 RAE TERN H E LTH EDUC & BUS DE=62504. Doe ❑ Environmemai Services 3 Geotechnicaf Engineering 0 Construction Materials Testing 0 Special I ti ro Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 834,40 Contractor: Onnond Supplier: Walters Read Mi Mix I: 11 Location: Ori row F at aridlm* — slab Ph -one: Fa Other: Project: Health Education & Business Development Center Phase 11, Rexburg Project Manager.,0 Dan Iain Inspector: Derrick Fontes Truck Ti1 Of Yards: 11 of + ®_ per _ : 02 1 r IX PROPORTIONS PROVIDED BY SUPPLIER,. TEST PROPERTIES & CONDITIONS. Size of Load: WeatherConditions: Clear Cement (lbs): Amb i ent 1'ernp erature (F): 44 FIEF Ash (lbs): Not Concrete Temp. (ASTM C 1064) (F)-. 64 Water (gal): Provided Time Concrete Blched from Ticket): 6:45am Coarse Agg, #I 1b : By Time Representative Ccncre.tePlaced: : 8am Coarse Agg, 92 (lbs): The Air Content (ASTM C 231 or -173) °,D: 3.1 Fine. Agg. #1 (lbs): Redi Slump (ASTM C 143) (inches): 7 Fine Agg. #2 Ibs : Mix Unit Weight: Ti' 138): ------.---- dmi 1 (oz): Company Yield (ASTM C 138). Admix Water Added (gals): -------- Admix Set if any '' .ter/Cement Ratio: Sampled in accordaince with ASTM C 17 Cylinders cast in accordance with ASTM 1 — Field 192- Lab Notes., Cylinder diameter based on average for indicated test: date} ASTM C-617 is a sulfur cep - ASTM C 1231 neoprene pais used unless the. -wise noted. Note: Master Builder plasticizer added at plant. If there are questions concerning this report (c62504.doc)., please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. �IA ;w .Mew, Reviewed by: George DuPont Corporate Construction Services Manager : Kurt Karst, Alderson Karst MI'tro Architects. PA; Teed Ilend,ricks, East Central Idaho Planning Development t n; Mark Andrus; Structural al Engineers; Arden Smith, Ormond Builders, Inc.; Val Christiansen City, of buy 1230 NorthSkyline Drive, Suite C, Idaho Falls, I D 83402 208-529-8242 Fax: 208-529-6911 Email: _imtig mti -i . Website: www.mti-id.com MATERIALS -TeSTING & Y 4 ®}iINSPECTION ASTM C-39 Concrete Cylinder Compressive Strength PAGE#1 OFI REVISION {D TE 1113/2006 =\EASTERN iDAHN 0 REPORT 7601 - HEALTH ECUC & Bus DE .504_ Doc 11 Environmental Services D Geotechnical Engineering Ll Construction Materials Testing ❑ ci l linspectJons Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 Contractor: Armond Supplic.n. Walters Ready Mi...Nt Immix ID: 112 L fln: On F at ail — slab Phone: Fav Other, Project: Health Education & Business Development tenter Phase 11, Rexburg Project Manager. Kin Inspector: Derrick Fontes Truck ; 88 4f Yards: 11 of 66+ Ticket 44-4 043 71 Rep ort ; 021rc MIX PROPORTIONS PROVUDED 13Y SUPPLIER, TEST PROPERTIES & CONDITIONS: N Size of Load: Weather Conditions: Clear mciit (lbs): Amblent Temperature (F): 44 Fly Asb (lbs): Not Concrete Temp. (ASTM C 1 4) fl: 64 Water (gal)-. Provided Time Concrete Balched (from Ticket): 6-+45am Co ars e A gg. # 1 1 bs : By Time Representative Concrete. Placed, 7 : am Coarse Agg..42 (lbs). The Air Content (ASTM C 231 or Cil 7 .1 Fine Age. 41 1 s : Redi Slump (ASTM C 143) (inches): 7 Fine (lbs). Mix Unit Weight (ASTM C 138). ww�==____w Admix # 1 (az): Company Yield . T 138). ==-M=W4WM*bb." Admix # o. Water Added (gals): ---------- Ad1 (oz), set if y Water/Cement Ratio: Sampled in accordance with ASTM C 172 N -J indrs east in accordance. with ASTM l — Field 192 - Lab Ies: t.. Etna r diameter based on average toy' indicated test date; ASTM C-617 is a sulfur cap — ABTA C 1,231 neoprene pads used unless othenvise noted. Note: Master Builder plasticizer added at plant. If there are questions concerning this report (e62504,doc), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: George DuPont Corporate Construction Services Manager : Kurt Karst, Alderson Karst Mitro Architects, PA Ted Hendricks, East Central Idaho 'l n ng & Development Association; Mark Andrus, G & Structural Engineers; Arden Smith, Ormond Builders, Inc.* Val . r tian eii , 1t ,F of Rexburg 1230 North Skyline Drive, Suite C, Idaho Fall ID 83402 208-529-8242 Fax: 208-529-6911 Email: ;inti@mt-1, -1 l om Website: www.mti-id.com MATERIALS TESTING Fr INSPECTION PAGE #1 OF 1 mSION DATE 9122/2006 RAEASTERN I DAHO 006 REPO RME 010 X - HEALTH EDUC &ESUS DIEMRPTO1 5S M,[)0 �) Environmental Services Geotechnical Engineering Construction Materials Testing Special Inspections Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 Project: Health Education &Business Project Manager,0 Inspector: Inspec#ion Date: Development Center Dan King troy Posio September S, 200G STRUCTURAL MASONRY INSPECTION REPORT Phase II, Rexburg On the above date, our representative performed work on the referenced project as reported below. Inspected reinforcing steel and block placement from gridline 2 to 1 on row G, shear wall, elevation $' to 13 '4" (high -lift); from gridline 1 to 1.5 between rows D.4 and E.4, stairwell, elevation 4' to S' (low -lift); and from gridline 5.5 to 6.5 between F.4 and F.8, elevator shaft, elevation 4' to 12' (high -lift). Performed a visual inspection of reinforcing steel, concrete masonry units and mortar, and inspection of low -lift and high -lift grout at locations noted above. A. total of T/2 cubic yards of Walters grout mix 2RCOO Class 40 was placed at the above location and was mechanically vibrated. Node: Shear walk was inspected with a flashlight and cleanouts were provided fir the elevator shaft. Some of the rainwater collected on the 2'-'d deck and drained into the shear vva11. Contractor knocked out a hole in the bottom cell; no appreciable amount of water exited the hale. Contract -or has been notified to cover unused block. Wo k hns c was in compfiance with i e co pians and specifications. If there are questions concerning this report (rPtO15sm), please contact the Project Manager listed above. Respectfu-d lly submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Jim D. Farrens, P.E. Proi ect Manager CC: Kurt Karst, Alderson Karst I"tro Architects, ; Ted Hendn*cks, East Central Idaho Planning Mark • An - mr ; Arden Smith, Onnond Builders,Inc.; Val Christianssen Cit y of Rexburg 1230 North Skyline [give., Suite C, Idaho Falls, ID 83402 208-529-8242 Fay: 208-529-6911 Email: i rntf(a_),m ti-- d. m Website: MATERIALS r� ni L• rTESTING &INSPECTION PAGE #1 OF 1 ReVisiam pnTe 911912006 R:IEASTERN 6DAH012006REPQRTSlE60103C - HEAL7Fi EDUC &EUS DEV1Rp7013swE_Doc Li Environmental Services 0 Geotechnical Engineering LJ Construction Materials Testing Cldp i I �n Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 Phone: Fax: Other: Project: Health Educaflon & Business Project Manager: Inspector: Inspection Date: Development Center Dan King Josh Clark August 2A, 2006 STRUCTURAL STEEL WELDING INSPECTION REPORT Phase II, Rexburg On the abase date, aux representative- performed work on the referenced project as reported below. Arrived ars site and inspected welders' qualification papers; they were current. Checked. procedure qualifications. Visually inspected the completed welding; performed by qualified welders L15II1g a SMAW process with E70.;2.4 and E7018 electrodes and verified proper electrode storage. Inspection consisted of sincyle pass fillet welds. Type of connections and locations: joist — wide beam, all joists from gridline 7 west, on row E from gridline 7 to 8, and south of row F from gridline 9 to 10. Word: inspected was in compliance with project plans and specifications. Tf there are questions concerning this report (rpt013svve.doc). please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTIPG & INSPECTION INC. - / __W z6e Revi'ewed by: George DuPont Corporate Construction Services Manager : Kurt Karst, Alderson Karst Mf tr Architects. P ; Ted Hendri , East 1 Idaho lannir�� & Development oi ti ; Mark. Andrus G & S Structural Engineers; Arden Smith, Onnond Builders� Inc.; Val Christiansen City of Rexburg +1230 :North Skyline Drive, Suite C, Id2ho Falls, ID 83402 208-529-8242 Fax: 208-529-6911 Email:i t!Qrr t1 -1d. am Website- r.mtirid.com. MATERIALS TESTING Fr INSPECTION ASTM C-39 Concrete Cylinder Compressive Strength PAGE #1 OF I REVISION DATE 812W.2006 R -TA STERN IDAHO�2006REPORME601 D3c - HEALTH EDLJC & BUS DEOC61673.1>0C Environmen-tai Services o Ge,otechnical Engineering o Construction Materials Testis o Special h-ispectioris Val Christiansen Phone: City of Rexburg Fax: PO Box 280 Other: Rexbur,gy IIS 83440 Cast Date: Jul 19, 06 Specified f c .(psi)-. 3000 Pr ject: Health Education 01 & Business 4 Development Center Phase 11, Rexburg Project Manager: Dan King - C ontractor: On-nond F, c Inspector: Stephen Fremmi*ng Cylinder Supplier: Walters'Ready Mix Truck #: 78 Ticket4i: 1,258 Ml*x ID.- 190 Failure Pt Of Yards: 9 Report 9: 009re Location: Northeast comer of building — concrete piers exterior to foundation ID Diam, Height Factor Area MIX PROPORTIONS PROViDED BY SUPPLIER: DaLK; TEST PROPERTIES & CONDITIONS: Batch Size: 9 yards Compliance Weather Conditions, Clear Cetuent (lbs) : 1.00 2U7 AmbientTemperatore fl: 92 Fly Ash (lbs): Not shear Concrete Temp. (ASTM[ C 1064) (F)- 84 Water QFal)- Provided 1-00 Time Concrete Batched (from Tkket): 3,14pm Coarse Ag 0g. # 1 1hs): By 4270 Time Representative Concrete Placed- 4:4 pm Coarse -gg. #12 (lbs) -R The 12 Air Content (ASTM C 231 or C- 173) (%) 4.8 Fine .egg, 41 (lbs): Redl 120,740 Slump (ASTM C 143) (inches): 3 V4 Fine Agg. #2 (Ibs)-- Mix 6 Unit Weight (ASTM C 13 8); ---------- Admix #I (oz): compoly Aug 16, 06 Yield (ASTM C 138)*+ 4280 Admix #2 (oz): PASS Water Added (gals): ---------- Admix #3 (oz)- Set # (if any) Water/Cement Ratio: Sampled u'i accordance with ASTM C 172 Cyl to ders cast in accordance with A" TM C31 — Field / C 192 - Lab Notes. Cylinder diameter based oji average for indicated test date,.- ASTM C-617 i's a suifur cap — ASTM C 1231 neoprene pads used unless othenNuise noted. If you have questions concerning this report (cGl G73. clnc), please contact us ammecliately, Respectfully submitted, MATERIALS TESTING & 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- Andrus. G & S Strue-tural Engineers: Arden Sn-iith. Ormond Bmiders. Inc.- Val Christiansen City of Rexburg - ----------------------------- 1230 North Skyline Drive, Suite C, Idaho FaHs, ID -529- *Fax- 208-529-6911 Email. mfi(c_D_mfi-jd,,com Website, www,mti-id.com Cast Date: Jul 19, 06 Specified f c .(psi)-. 3000 of Cylinders: 4 Cylinder Corr. Cylinder Test Test Failure Compressive C-617 Fracture ID Diam, Height Factor Area Age DaLK; Load Strength Cap Type Compliance 61673 6 1 2 1.00 2U7 7 J ul 26F 06 1077050 3790 shear 61674 6 12 1-00 28.27 28 Aug 16, 06 120649 4270 cone/ tit PASS I 61675 6 12 1.00 28,27 28 Aug 16. 06 120,740 4270 cone/split I PASS 61676 6 12 1. 28.27 28 Aug 16, 06 121,035 4280 cone/split PASS Notes. Cylinder diameter based oji average for indicated test date,.- ASTM C-617 i's a suifur cap — ASTM C 1231 neoprene pads used unless othenNuise noted. If you have questions concerning this report (cGl G73. clnc), please contact us ammecliately, Respectfully submitted, MATERIALS TESTING & 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- Andrus. G & S Strue-tural Engineers: Arden Sn-iith. Ormond Bmiders. Inc.- Val Christiansen City of Rexburg - ----------------------------- 1230 North Skyline Drive, Suite C, Idaho FaHs, ID -529- *Fax- 208-529-6911 Email. mfi(c_D_mfi-jd,,com Website, www,mti-id.com YMATr=RIALS Te -STING &INSPECTION ASTM Cm -39 Concrete, Cylinder Compressive Strength PAGE #1 OF I REviSION DATE 8/2912006 RAEASTERN o Environmental Services o Geotechnicai EnglneeingConstruct'lon Materials Test'ing 0 Sp cial Inspections Val. Christiansen City of ReFax. PCO Box 280 Other. Rexburg, I 440 Pr ject: Health Education & 113usiness 01 PDevelopinent Center Phase 11,Rexburg r ject� Mn r Dau Kin Contractor: Ormond Inspector: Stephen Fr i -n Suppl.ier: W It r Reade Mie TruCk tut; 81 Ticket: 224" Mix ID: 110 Location-. On gridline 10.5 at row F.5 Of Yards, 88 Of 119'/2 Report 012rc MIX PROPORTIONS PROVIDED BY BUFFETER TEST P1 R --TIES S IITIS': Batch Size: 1.1 yards Weatber Conditions Clear Cement (Ibs): Ambient Temperature (F): Fly .ash (lbs): Not Concrete Temp. (ASTM C 1064) (F): ---------- Water iter (gad): Provided Time Concrete Batched from Ticket): 6:30am Coarse 1(lbs):Time Representative C.icer to Pla 7:05arn Coarse Agg. #2 (lbs): The Air Content (ASTM C 231 or C-1 73) 2.3 Fin 1(Ibs)-.d1 tum STM C 143) (inches): Fine Age,. (lbs)d- Mie Unit Weight TM C 138)- ---------- Admix Yield . T 'I C 138). .---- Admix : Water Added (gals): Admix o: Set # i oft ater/ ra nt Ratio: nipl d in a cor& i c: c NN -Ah ASTM C 172 r Cylinders cast in accordance with TM C31 — Field 1 - Lab Cast Date: U 1 a 06 Specified f c (psi). 3000 f Cylinders: Cylinder rr.' lind r Test Test Failure Compressive ID Carr. Freight Factor Area Age Date Load Strength cap Type Compliance 61920 12 1-00 28.27 Aug 17, 06 114,155 4040 cone 61921 12 1.00 28'27 28 61922 12 1%.00 28.27 61923 1.00 . 2 Notes, in r diameter based on average for indicated test date, ASTM C-617 is a s7177 cap' . 'I,m 771231 neoprene pads used unless otherwise .noted Note: Thennometer malfunctioned. If you have questions concerning this report (c61920.doc), please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTIaN INC. reviewed by: George DuPont Corporate Construction Services Manager : Keri Karst, Alderson Karst M,itro Architects, PA; Ted 14endricks. East Central Idaho Planning Y Structural Fngineers,, Arden Smith, Ormond Builders, Inc. -Val ''hrlstiansen City of Rexburg 1230 North Skyline Drive, Suite C1, Idaho Falls, ID *Fav 208-529-6911 Email.- roti t l -id corn Website: www.int l -id . o MATERIALSa x ¢TESTING & SINSPECTION ASTM C-39 Concrete Cylinder Compressive Strength PAGE #1 OF 1 REVISION ION CRATE 812912006 RHEA TERN W LTH EL)uc & Bus DEvf 191 . DOC o Environmental Services o Geotechnical Engineering o Construction Materials Testing o Sped -al Inspections Val Christiansen City of Rexburg P4 Box 280 Rexburg, YD 8344 Contractor: Ormond Supplier: We Mie Mix IIS -6 110 Location.: On evidline 10 at row .Phone - Fax: h ne Fix: Daher: Project; wealth Education Bz Business Development Center Phase 11, Rexburg Prot Manaurer: Dan Iiin Inspector: Stephen Fremming 85 Of Yards: _33 of 1 ] 9 V:2 T icket T'F: 2233- - Report 3 - lert : 0 1 r MIX PROPORTIONS PROVIDED BY SUPPLIER: TEST PROPERTIES Batch Size: I X yards Weather ndi ions: Clear Cement Ibs - Ambient T rnp ratuir (F): FIEF Ash (ibs): Not Concrete Temp. (ASTM C 1 4) (F'): ��-------- Water(gal). Provided Time n r tBitched from Ticket): 4:52a.m Coarse Agg. #I (lbs): By Time presentativ Concrete Placed-- 5 3 5arn Coarse Agg. (Ibs): The Air Content TM C 231 or -17 (%)-* .0 'ire Agg. #1 .i): :.iii Slump(ASTM1 4) (inches).: rte . # nit Weight (ASTIR t Admix 1 (oz)- Company Yield T1.' 1 ---------- dmi (oz)- + Z Water Addedal r Admix (oz),- Set #' (if y) 1 of 2 Water/rent Ratio. rnpled m' accordance with :ASTM C 1,72 v] inders cast in accordance with ASTM 01 -y Feet d / C 192 - Lab ILI U., 3 . X-1 Vis" a iU�i UIUMIUM U L;U Wt a#uT gc. for iriuicaie .l lest aaie; 1 fvl U -0I }' is a sulfur cap — ASTM C 123 1 neoprene pads used unless otherwise noted. Node: Thennometer malfunctioned. If you have questions concerning this report (c61916doc), please contact us immediately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Wpm Reviewed by: George DuPont Boise Construetion Services Alanager CC: Kurt Karst, Alderson Karst Ditto Architects, P ~Ted Hendricks, East rel. Idaho Planum Development Association; Mark Andw . S Structural Engineers; Arden SmIth, Ormond Builders. Inc. Val Christiansen City f Rexburg 1230 North SkyNne Drive, Smote G, Idaho Falls. ID 83402*. -529- 4 OF : 208-529-6911 Email: roti mti-i , m Website-, www.mtl-jd.com MATERIALS n ' INSpr=CTION PAGE #1 OF1 REVISION DATE 912 12006 R.-NEASTERN HEALTH EDUC & BUS D EV\RPTO 12 RC. D D Environmental Services 3 Geotechnical Engineering 3 Construction Materials Testing S i I Inspeictions Val Christiansen City of Rexburg PO Box 280 Rexburg, ID 83440 rho n r Fax. Offier: Project: Health Education & Business Project Manager*. Inspector: Inspection Date: Development Center Dan King Stephen Fremming August 10, 2006 REINFORCED CONCRETE INSPECTION REPORT Phase II, 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 from gridline 6 to I I between rows B and H. P-erfonned two air entrainment tests and two slump tests. ObservedDlacement and consolidation of I 19�� cubic #1 10 placed at locations #61924-#61923 yards of Walters concrete mix Cylinders: #61916-#61919 / noted above, and cast two sets of four cylinders. Work inspected was in compliance with project plans and specifications. If there are questions concerning t1 -1's report (rvt012rc), please contact the Project Manage- fisted above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. .Reviewed by: George DuPont Corporate Construction Services Manager CC: Kurt Karst, Alderson Karst Nitro Architects, A; Ted Hendricks, East Central Idaho Planning & DevelopmentAssociation; Mark Andrus, G & S Structural Eneer ; Arden Smith, Builders rs� Inc.; Val Christiansm City of Rexburg 1230 North Skyline Drive, cite C, Idaho Fails, ID 83402 -529-8242 Fax-, 208-529-6911 EmaN: 6mti m i -id. o Website- : www.mtkd-com MATERIALs ASTM C-39 Concrete cylinder REVISION o°��2,12Q0s R:lERSTERN 1D4Ho206REP0RT51E60103CTESTING r Cum ressive Stren th HEALTH EflUC & BfS DEVC6192- L.74C INSPECTION U Environmental Services ❑ Geotechnic2l Engineenng ❑ Construction Materials Testing U Special Inspections Val Christiansen City of Rexburg PO Bax 280 Rexburg, ID 8344Q Contractor: Om-iond Supplier: Walters ReadyMix Mix 1: 11 L.tion.: On izridline 10.5 at row F. ffier: Project: Health Education & Business Development Center Phase II, Rexburg Proiect Manager,, Dan King Inspector: Stephen Frernming Truck #: S 1 # Of Yards: 88 of 119!/2 Tilt ##: 2243 Report ##: 0 1 r MIX PROPORTIONS PROVIDED SUPPLI .- TEST PROPERTIES & CONDITIONS. Bate h Size: 11 yards Weather Conditions: Clear Cement t 1h : Ambient Tempeniture (F):-55 Fly Ash (lbs)-. Not a crete Temp. (ASTM C 1 (F): Water al)- P?rovided Time Concrete Batched rotes Ticket): 6:30ain Coarse Ago, #1 (lbs)- Bv Time Representative Concrete Placed: 7:05am Coarse Agg. # (Ibs): The .fir C ontent (ASTM C 231 or -17 2. Fine Agg. li 1 (lbs). Redi Slump (ASTM C 143) 1nche . + Fine . # (lids): Mix Unit Weight (ASTM C 1 : Admix #1 (oz), company Yield (ASTM C 138). Admix # (oz): Water Add(gals)- Admix ## : Set # if an of t Water/Cement Ratio: Sampled in accordance. with ASTM C 172 Cylinders cast its accordance with ATI C31 — Field / C 192 - Lab zess: %,.ynnaer aiarnet r oaseci on avenage tor incticate t test date; ASTM C-617 is a sul .r cap i- ASTM C 1231 ne- prep pads used -unless othemrise noted. Note: Thermometer malfunctioned, If you have questions concerning this report (c61920),, please contact us i=e6ately. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Georgie DuPont Corporate Construction Services Manage : Kurt Karst, Alderson Karst Mitro Architects, PA; Ted Hendrl*cks, East Central Idaho PlanningDevelopment Association- Mark Andrus, { Structural Engm tiers} Arden Smith, Ormond Builders, Inc.; l Chtistiansen City of Rexburg 230 North Skyline [give, Suite C, Idaho Falls, ILS 834029208-529-8242a Fav 208-529-6911 Email: roti Qroti-i . Website, www.mtl-id.com M1A11ATERfALSConcrete #'I aF'I ASTM C--39 cylinder REV IS ION DATE 912,f200 6 R:IEASTERN �IDA2006 C EPO opStrengthHEALTHEQ&BuSCV61916.00C INSPECTION J Environmental Services ❑ Geotechnical Engineering U Construction Materials Testing ❑ Spedial Inspections Val Christiansen City of Rexburg PC} Bax 224 Rexburg, LD 83444 Contractor: Supplier: Walters Ready Mie Mix ID: 110 Location : ridli'ne 10 at row a�_ Fax: Other: Project: Health Education & Business Development Center Phase II, Rexburg Project Manatzer: Dan King Inspector: Stephen Fremming True. #: 8 S # Of Yards: 33 of 119'/ Ticket #: 2233 Report #: 012rc DTIX PROPORTIONS PROBED BY SUPPLIER: TEST PROPERTIES & CONDITIONS: NS Batch Size: 11 yards Weather on ifi ns- Clear Cement (lbs): -nb 1 Yet Temperature fl- Specified f (psi): FlyAh (lbs)- Not Concrete Temp. (ASTM C t 064) (F)- F -Fater of Water(gal). Provided Time Concrete Batched froi-n Ticket): m Coarseg , # 1(lb : B TimeRepresentativeConcrete laced- : aim Coarse Agg, # (lbs): The Air Content (ASTM C 231 or -1 73) 3.0 Fine + #1. (Ibs): Redl Stump (ASTM C 14 inche , Cyl i rides Fin + # (Ibs)- M i X Unit Weight TM C 138): ---------- Admix 41 Company Yield TM C 138)& - ID Admix# : Height eater Add (gals), Area Admix o: Date Set# (If ally) 1 o Water/Cement Ratio: Compliance 61916 12 Sampledin accordance with ASTM C 172 7 Aug17, 06 Hiders cast in accordance. with ASTM C31 – Field 1 - l t : Note} �_'rl n u s diameter ba sept on aver -age ro r inclicatea test (late; 1 M _b 1/ is a sultur cap — ASTM C 1231 neoprene pads used unless t r i n ted, Thermometer malfunctioned. If you have questions concerning this report (c61916), please contact us immediately. Respectfully submitted, MATERIALS TESTING & ]INSPECTION INC. Reviewed by: George DuPont Boise Construction Services Manager CCR Kurt Karst, Alderson Karst Mitro . r chl- t t * PA; Ted Hendricks, East Central Idabo Planning & D 1 ent Association; Marls Andrus, u Structural Engineers; ..ren Sniitli, Ormond Builders, In . Val Christiansen City of Rexburg ------------ 1230 North Skyline Drive, Suite C, Idaho Fall , ID 83402o2O8-529-8242* Fax: 208-529-6911 Email: r tig ti -id. o Website: www.mti-id. Cast [date: Aug 1 ,, 06 Specified f (psi): 3000 of Cyl In der: i nder Corr. Cyl i rides Test Test Fal l use Compressive 0-617 Fracture ID Di m. Height Factor Area Age Date Load Strength Cap T ype Compliance 61916 12 1 .00 28.27 7 Aug17, 06 1'065265 3760 shear 61917 12 1.00 28.27 28 Sep 7, 06 1415875 5020 shear PASS 0 191 12 1.00 28,27 28 Sep 7, 06 145P805 5 i0o shear PASS 1 L 0-1 1 1.00 28.27 �1 a 805 5400 cone PASS t : Note} �_'rl n u s diameter ba sept on aver -age ro r inclicatea test (late; 1 M _b 1/ is a sultur cap — ASTM C 1231 neoprene pads used unless t r i n ted, Thermometer malfunctioned. If you have questions concerning this report (c61916), please contact us immediately. Respectfully submitted, MATERIALS TESTING & ]INSPECTION INC. Reviewed by: George DuPont Boise Construction Services Manager CCR Kurt Karst, Alderson Karst Mitro . r chl- t t * PA; Ted Hendricks, East Central Idabo Planning & D 1 ent Association; Marls Andrus, u Structural Engineers; ..ren Sniitli, Ormond Builders, In . Val Christiansen City of Rexburg ------------ 1230 North Skyline Drive, Suite C, Idaho Fall , ID 83402o2O8-529-8242* Fax: 208-529-6911 Email: r tig ti -id. o Website: www.mti-id. K}� {MATERIALS'TESTING &INSPECTION, ASTM C-39 Concrete Cylinder Compressive Strength PAGE #1 OF REVISION DATE 912112006 R - EASTERN MADISON MEm Hc)p EXP�_DO �) Env.ironmental Services ( Geotectinical E ainrin Construction Materials Testing Special Inspections Val Christensen Phone: (2q8) 359-302 City of Rexburg Building Department Fax: (2(}8) 353-3024 PO Box 2$D Other. Rexburg, IID 83444 Project: Madison Memorial Hospital Expansion, Rexburg Permit #: 06-04J184 Contractor-, Ond Slipplier--Walters Mix ILS : 190 I d Location: Area C footings row Project Manager: Dan King Inspector: josh Clerk Truck #: 84 Ticket. #: 03245 Of Yards: 2 of 8 of 16 Report #: 040re F at gridline 1 1 LIIX PROPORTIONS PROVIDED BY SUPPLIER: TEST PROPERTIES & CONDITIONS. Specified f (psi): 3000 Size f Load: ad: W th r ndrti T:: Sun -By Cement (lbs): Cylinder Ambient Temperature f: so Fly Ash (lbs): Not Fracture Concrete Temp. (1064) (F): 7 'Fater gr.1 : Provided Area Time Concrete Batched Er in Ticket): 10: 1 m Coarse Agg. #1 (Ibs): By 62232 6 Time Representative C oncr t 'PIac d: 1. 1.00ain Co r . # I b s): The 113k190 4000 r Content (ASTM C 2 3 l or -17 (%): . Fine Agg. #1 (lbs): Redi 1.0 Slurp (ASTM C 143) (inches): fine Age. # (lbs): Mix Unit Weight (ASTM C 138): --- -----. ---------- Admix dmix #1 of : Company 28 Yield (ASTIR C 138): ---------- Admix): 62235 6 12 Water Added (gals): 28.7 AdmIx # (oz)-, Set # (if any) Waten'Cement Ratio: Sampled in accordance with .STI. C 172 Cylinder,,; cast m accordance with ASTM C31 — Field / C 1 - Lab Cast Date: Aug 31, 06 Specified f (psi): 3000 Cylinder Corr. Cylinder Test Test Failure Com r ive C-617 Fracture ID Diam. Height Factor Area Age [date Load Strength Cap Type =Compliance 62232 6 12 1.00 28.27 7 Sep 72 06 113k190 4000 shear 62233 1 1.0 . 62234 6 12 1.00 28.27 28 62235 6 12 1.00 28.7 28 Notes: (-. yhnder diameter based oi) average for indicated test date;TTM. -617 is a sulfur cap — ASTM C 1231 neoprene pads used unless otherwise, noted. Note: Air spec 1 % ± 1.5% - tested at .2% contractor notified. If there are questions concerning this report (c62232), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. Reviewed by: Jim D. Farrens, P.E. Project Manager : Mark H m' o , Madison Memorial Hospital; Mike Buchner, Reaveley Engineers- Jori Erdmann, Architectural Nexus, Inc,;Okland ri [iucdon Val Christensen, City of Rexburg Buil inn Department 1230 North Skyline Drive, Suite C7 Idaho Falls, I D 83402 208-529-8242 Fay: 208-529-6911 Email: i tig ti -i , om Website: wwvv. mtkid corn MATERIALS TESTING Ft INSPECTION PAGE #1 OF 1 REVISION ION DATE N2112006 AEA TERN MADISON MEIN Hose .2 Environmental Services 3 Geotechnical Engineering Construction Materials Testing Special Inspections Val Christensen City of Rexburg Building Department PO Box 280 Rexburg, ID 83440 Phone: (208) 359-3020 Fax: (248) 359-3024 Other,. Project: Madison Memorial Hospital Expansion, Rexburg Permit #*, 06-00184 ProRb ject Manager:. Dan King Inspector: Josh Clark Inspection Date,* August 31, 2006 REINFORCED CONCRETE INSPECTION REPORT On the above dale, our representative perfonned work an the referenced project as reported below. inspected reinforcing steel placement at foot* ngs, Area C from row G to B.4 at gridline 11 and on row A at gridline 9.7. Performed one air entrainment test and one slump test. Observed placement and consolidation of 16 pubic yards of Walters concrete mix #1.9+0 placed at locations noted above, and cast one set of four cylinders. Cylinders: #62232-#62235 Note: Air spec 3% f 1.5% - tested at 6.2%,; contractor notified. Work inspected was in compliance with project plates and specifications, except as noted. If there are questions concerning this report (rpt04Orc), please contact the Project Manager listed above. Respectfully submitted, MATERIALS TESTING & INSPECTION INC. �r .................. �. Reviewed by -,w Jim I]. Farrens, P.E. Project Manager CC: Mark Harrison, Madison Memorial Hospital; Mi'ke Buehner, Reaveley Engineers;Jon Erdman Architectural Nexus, Inc.; Okland Construction; Val Christensen, City of Rexburg Building Department 1230 --North Skyline C ri o Sufte C, Idaho Falls, ID 83402208 -529-8242 Fax. 208-529= F, Email;. imti@i-nti-id. om Website: rte, ti -i . om