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Home My WebLink AboutVAIL VILLAGE FILING 1 BLOCK 5D TRACT B C VAIL TRANSPORTATION CENTER 1990 EXPANSION SEPTEMBER AND OCTOBER REPORT PAPERS LEGALI Tpr{N oF',,Arr, -rlil?Et?,Hn"'ll,rErr''ru tr oi.n, "'n,'il' i.-u. en',fH{ s PEcrl o N fri :n: t t t n b75 sourh Fronr"s. nffi" ""lj3ti,:33t5iADo 80433Vai1, cO 81657 (303) 674.1560 Job No. 4 398 90 OBSERVATIOII REPORT l!: ' - Client3 Chen Northern Drniont: Vdi I Transportation Center e n ct ITIS Page I of 5 ITIS Job No.: 081490 D61g; 10-5-90 Locati on :Vail, Colorado ITIS' 'List of Outstanding be consecutive'l y numbered items contained in the list. each section. Inspector:George Schwandt This report package contains information concerning specific tests and inspections of structural steel welding, structura'l bo1 ting, structural sprayed fireproofing and/or nondestructuve testing. 0nly the forms appropriate to the types of inspections and tests conducted have been prepared and are enclosed. The specific criteria utilized in Judging the degree of conformance for each area of inspection is contained on each individual inspection form. Also jncluded jn this inspection package may be Discrepancis5", Q.0. List. The 0.0. List willfor each page issued, as will be the deficient Specific usage oF the 0.0. List is contained in there are any questi onsIf fe regarding the content of this report, please at your convenience. Michael Barber Architecture, Attn: }'1r. Scatt ward Anderson & Has;t ings F.CL Constructicn Services, Attn: l,lr. Denny Arrnour URS ConsulLants, Attn: Mr. Les Wood Mr. Garv Murrian Presi dent TO}']N OF VAIL INDtrPtsNDtrN I. I trti I lH(i L' oNsPEcroi.:5:ffts rnc; coNrFER. COLORADO 80433 (30J1 ti74.7560 Job No. 4 398 90 Page 2 of 5 REIIISPECTIONS Type of Reinspection: Visual X Torque Testing NDT Inspector: Georqe Schwandt ITIS Job No.: 081490 Date:10-5-90_ List those items reinspected. Refer to the 0.0. item,0.D, page number and original date for reporting of the 0.D. item. Also jndicate if reinspected item conformsto original project standards, modified standards or accepted in the as-builtcondition. Conditions found initially in nonconformance to original project standards but subsequently reviewed and accepted by the respons'i ble authoni ty sha'l I have such acceptance in written form and written confirmation shall be attached to this repo rt. COMMENTS TOhiN OF VAIL Job No. 4 398 90 o,i[?Et?B*'Tllfi'#if"?. o I 2084 VASE E N COU RT coNrFER. COLORADO 80433 (303) 674 -7560 Page 3 of 3 IIST OF OUTSTANDING Location: Vail Trqnsportation Center DISCREPANCIES Jobfi : 081490 Date !8- i4-90 Inspector: George__S!hwand!Page:_ I of Iten Dateorted /A',t- 7A 18.25 and 18.75 lines all nuts are not t the existinq Level 4 ramo at orid li at 18.5 'l ine the steel haunch is 1" a from the concrete wall At the existinq Level 4 ramD up to the n Level 4 ramD at qrid line 8.9 on the east side of 19 line the welded connection is not comolete on the prcast embed connection 0n the existinq Level 3 ramp on qrid line B from 20 throuqh 28 lines there is insufficient weld lenoth on the wall s a s sembl y. STRUCTUR^L MECHAI{IC^L A}.IO MATEFIAIIi TESTING tultN oF vArL Job No. 4 398 90 Page 3 of 3 LIST OF OUTSTANDING DISCREPANCIES Location! Vail TranspoLfation Centpr Js[f: OgtqqO Date: 8-31-.90 Inspector: Georqe lchwandt Page : .2 of On-qoinq STRUCTURAL, MECHA}.I|CAL AND MATERIAI,S IESTING o,i[??'di3fiTlli,1illf,.ft r 12084 VASEEN COURT CONIFE R, COLORADO 80433 (3031 674-7s60 ortod Iteni Date -?a connection mad uth of "8" on 34.5 line the dou anel connection welds are incomplq! T0i^JN OF VAIL Job No. 4 398 90 INDEPENDENT TESTING &! rnsnecroN sERVrcEs rNc. O 12084 VASEEN COUBT coNrFE R. COLORADO 80433 (303) 674-7560 LIST OF OUTSTA}.IDING DISCREPANCIES Location: Vai'l Transportalion Center Job# : 081490- Date: 9-14-90 Inspector: - Georqe Schwandt Page i of 0n-qoing orted I temt STRUCTURAL MECH^NICAL ANO MATEBIAIS TESTINO ( ChenSNor1henr,Inc Su g'cl ' q' "3 O 'a.blut|2 Lrgb-,r .Dil scl-lhl. REPORT OF CONCRETE TEST CYLINDER DATA As^grnulFt|i'IIcTtxtoc|lf|.Ts.Ixrnnt,D(||i3t|.!fr.llLnr'r'ws,,r!:stmq(l'r,Asn|rc,|'lfi{xn^l..|ttrr'lrrfrr'ilrst^|Tu',fls.c,'rttEr'non'xn,.:ls.tr'{mpl.w|Drmou'*r,rr.is..;.nijidlrllnl*.:o9nlllu ur4t-st on|Li arAA(rtptt{Is tnt rartt u t{) Il lfllfilrlc, ^ Eri' 6r rr.lijiille.*' d .6616r.. rron $o, Cntl rJA a/9O ru: TowN oF VAIL JoB No.4 398 90. DATE: 9-4-90 Attn; lvlr. stan Berrlman DAtLy REporff No. SHEEI' 1 0F 2P.O. Box 100 Vail CO 81658-0100 lt'lvolcE No. PRCUECT A<ldition to Vail 'lransportation Center, Vai1, Colorado. PIACEMENT LOCAI'ION:Deck Topping, Level 4, New Parking Ranp, Leve1 13 to 15;Lines B to C, Lines 4, West of Line 1; BATCH TICKET INFORMATION: SUPruER Western Mobi le Tnucx No. LI7 ncKEr No. 1998 Mrx DEslcN rlo. C cu. ro. 8 TluE ll^lcllE) 7:18 A.M. TluE ARRIIED 7:25 A.M.lluE PtrcEl 7:3(r A.M. FIELD TESTING INFORMATION: TluE IEr T XE}I 7:40 AM SLUMP JOll sPEGtncAnoNs SLUUP 4r2$t. NA cof{TE}rr 6.6: wEr UNIT wEctff 139. 8 1-5 lN. AR coNTOlI 4-BIWAIEI ADo@ AI sm SAIPLE TEMP. 680 AJtr rEue. 5go Col. RAn nKl pt. 6 CYLJNOER INFORMATION: rlo. oF cruNo€Rs 4 c,n lltDE t stzr-.- 6rr x 12tl ]]UE CILjNDERS C,LST 0n-Site CURINC INFORI"IATION: lNlIuL cuRe on-site RELD sTofr,|GE crlmEs cure Box MtN,/r{N(, o^tE,/nuE Ar L & g-s-90 oAlE srRtPPm 9-5_90 t{t B. carr Ro/ARXs AGE DA16 I}ATE TES'IED I TAL Lq^D(us)DI METT-'I (lr.rclrEs)^,lFA(sq. rN.) c{uP. sTn. 06D Ti?E OF ni/^cTUnE C|1JNDER wgorT(urs) CruND€R UNTT WDGIIT (Pcn 7p1 28a 28A 28A 9- 11-90 10-2-90 10-2-90 r0-2-90 106,500 132,000 136, 000 133 r 5000 6. 00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 5 t IU 4670 4810 4720 con/split con./split con/split( con/split OFJICN SIRENGIH 4500 Psr 026 OAE nSTS rt uoquroNrY |!f Rsrrtm. Aa.F lrl Lrrt'toQraf, rlrrl ^^al liltrt <rv lf'rliollS l'l{ rll on|L lsf, tlolrD s,orrE |rrlqw,{tn oll lllls lt.sr Ntl.cttl u Y l{ Pfxt'llx-l' ln olllllls' "R"GRESS -EPOR'. Sanple taken fron truck discharger'punp in use. coP,Es xi::l::"T"i,::.ffii;."cture ; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; R ria'a. T. Laudi ckrirlo"bb-srweR APPRo\ED Er ChcnONorLhcnt,Inc I r'$- rt rr,. I illlll e^+ .t .6pdrir.. t.d }|o. C!f,! IJA a/CO ' ,.r.{lu^t (ngl ldt nar, Scl-th l. REPORT OF CONCRETE TEST CYLINDER DATA r^' Jor] No. 4 398 90 DATE; 9-4-90TOIVN OF VAIL Attn: Mr. Stan Berryman DALY REPoKT No. sHEtrl 2 oF 2 P.0. Box 100 Vail CO 81658-0100 lr'ryolcE No. PROJECT Adclition to Vail Transportation Ccnter. Vai1, Colorado. Stair, l,evel One, Footing and Leve1 Two, lVal1s; BATCH TICKEI INFORMATION: sUPruEx Westcrn Ntobi le rnucK No. 106 IlcKEr No. 2007 MX oEstcN lJo. A cU, YD' 8 nuE IrATcliED' 10:52 A.M.' nuE i\RRrvtD 11:12 A.M. nuE Pt'AcED l'L:L9 A.M. RELD TESI]NG INFORMATION: TurE lET rrxor 11: 25At'r 'r-uup3 3/4tr,SAJTPLE TE),IP. 7 30 NR rBrP.65 o Col. nOT RKs.^rR coNTUtr 6.8; wrr uNlr wEcl n 159.4 pct. ^R CoNTEIIT 4-3.I WAIER IDOd) AT SITE CruNDER INFORI,I,{TION: No. oF 6-/uNo€Rs 4 c.njltDE,r sfzr:- 6tt x LZtt 11:38 A.I{. mtgrtE crsr on-Site CURING INFORT{ATION: INIIUL CURe On-site Ral) slo&rjcE FrrCrLfnES Cure Box utN./r,t/v\. O TE^ME AT L\& 9-5-90 D IE SIRIPP@ 9-5-90 ttY: B. Carr REII,\RKS T/PE OF tlt/rCTUnE con/shear2900 3820 3750 3750 28.28 28,28 28.28 1e 1R 6. 00 6. 00 6.00 6.00 82,000 108,000 L06,000 106,000 ,t' 2Be 288 288 9- 11-90 10-2-90 L0-2-9-0 10-.2=.9-0 o6tcN SIRENGIH ?nnn PSI o 2d D\16 IErs ut t {rqr^folff tfttsat|}rn. A r [l A!'lr|o^'l'f wnl lttrl X]flI lsTu -!'|f nfx l'lrt 15 Olllt-Ff,Bf llolf0 l,orlE urtrrtr. rrolt olt iirrs ttsr fitt'ollr uAY 'f rngvxr(o aY onluls' Sanple taken at the truck. dlscharge; Punp i)r use. B. Carr T. Laudick NELD OT]SERVER APPRO\ED II/ ..rDrtr< Michael Darber Arch itecture; Antlcrson {i Ilastings ; PCL Construction Serviccs; Western l'{obi1e; URS Consultants; Mr. Gary Murrai.n; ClrcnPNorthenr,lnc ' ,..{tunt lngllr*t nod 5.1-!ihi. REPORT OF CONCRETE TEST CYLINDER DATA f3^uuf1ut'rimcTrHIoqn.NTs..t||f|I,llEA,m0,'3l|.vn.Aln'Fr'(I5,rt1{'DuTr'DAtl|[fo|rr.rxflw-.'1rdrrntrr.','lct,t''.Irrr..(rs'^tT|l|}.ls!(t'||ci|Erl6onrx'rA:rs''bqonxlG^,|o|u'ounnrr.o..ir.r:'.iiii,|vI.'r'l|l|$ 4ourt:nlt utntJs ontli AlfiAq !t,ns l^t rrJll lo lo lrl wllllltro. ^ Er*F .. u- | iliJl-l o.-,o or .6!.nr.. ..ri! {o. C!f,ll5A a/to To: Tg1l;N 0F VAIL Jol] No' 4 398 90 DATE: 8-31-90 Attn: Mr. Stan Berryman DAILY REPOfff NO. SHEEr 1 0F 3 P.O. Box 100 Vail CO 81658-0100 lM/olcE No' PRGTEGT Addition to Vail Transportation Ccnter, Vail, Colorado. PLACEMENT LOCAIION:Structure,Slab-on-Grade, Lines A0 to B,Level One, New Lines 53 to 56; MTCH TICKE-T INFORIJATION: SUPruER Western Mobi le 49Inuct( o. 4:39 A.M. ncKEr No. 1963 IIME ARR|!@ 4 :50 utx oESlcN r,to. B cu, to. 8 A.l{. IME PLrcED 4:54 A.M.IIUE ITArcHED FIELD TESTING INFORMATION: 'rM€ lEsT TN<E}{ !;05 AM SLUMP 5 rH. JOo SPECtnClnOlrs SUJMP 3-5 tN. NR @NTElrr --r wEr uN]I wEctn 146.0 AR CoNTEIIT --.tWAlER,lOD@ AT sm ect. sAupLE TEI/P. 71o AJR TE lP. 40o 1 0 cor. nanmrs .iYultDol stzc 6rr x 12rr 5:15 A.M. wHEnE ca;r on-SiteCYUNOER INFORI,/ATION: No. oF c.ruNoEns 4 .IIME CYLINDE'IS O\57 CURING INFOR},{ATION: tNItuL cuRE On-Sj"te RoJ, sroRrcE F^cttmEs .Cure Box MN./r{ X. o/\TE,/nuE AT LrrL g-4-gg tr^lE STR|PPg) 9-4-90 Ur: B. Carr n[r{ RKS AGE DAIS MTE IESTU) TUt L t.oAD (Ltrs) Dl^UETrJI (t'rotEs)NlEA(sa. rN.) couP. sln. (PSD TYPE OF F1IACTUNC CruNDER w[)ollT (urs) cruN0€n uNtr wEctr (Pcf) 7g 2BA 2BA 2BA 9-7-90 9-28-90 9-28-90 9-28-90 130,500 L44, 000 141, 000 L44,000 6.00 6.00 6 .00 6. 00 28.28 28.28 28.28 28.28 4620 5100' 4990 5100 conical csn/split can,/shear con/sp1it OSICN STR€NGTH 3500 Psl o 26 DAYS l6nl 'l uodt IoffY rf Rs(loln ^Irf lfl fatlrrD,lcE wtnt rrfl x)vlf Aslr lr-rlrx'ti txll css onltii,E€ lnrfo sou( l trxtrttlKlN ott tirs ttsl lltFo{al ulY tf ftl(wltx' rr ollllns' PROGRESS REPORT: Sample taken fron truck discharge. coPrEs Xil::::"T'H:.ffill."cture; PCL Constructi.on Services; Western Mobilc; URS Consul.tants; Mr. Gary Murrain; B. Carr T. Laudick RELD OBSETWER APPROVED tT ChcndlNorthcnr,Inc '4.rrlun t b{ln*t llnrl 5.t61,.1. REPORT OF CONCRETE TEST CYLINDER DATA $^gunul,FFi'tIGTr'{ronr[TtntfnIrE!r'dn3ll\,r:.,ttIr$r5rn::|nmqrn'rrAslllff4''|fxxlw.'frdrfrrYoffrrnl|lt 'r'..rsl^tt|.i',rs.c'r'ct|6r'6otrxt|A:ls''|l|lfl't|4c^rtt''r,ournr'ro*rs.rj.ntitrninrror,coUqwxtttt|t^,rA-:n'|s4qurunJ! unuE on.(l |||rw|lt,runs |Jlf ,.r[lo ro lrl $llllltlc. r Fir.i' o. rr'.l ilrrll e,-,o or .o6Frl.. ..rn l|o. Cr.tllJ a/eo Tat.ru: TowN 0F VAIL JOB No' 4 598 90 DAIE: 8-31-90 Attn: Mr. Stan Bcrrynan DAtLy REpORT NO. SHEE1 2 OF 3 P.O. Box 100 Vail CO 81658-0100 lllvOlcE No. PRqrEcT Addition to Vail Transportation Center. Vai1, Colorado. PI-ACEMENT LOCATION: Floor Slab and Stairs, level 4, Lines A to B, Lines 11 to 15. BATCH TICKET INFORIIATION: SUPruER l{estern Mobi le "InucK No, 8:56 A.M. 49 Lightweight n6xg1 11s. 1975 MX DEslcN fio. E cu. m, 8 nuE EATCHED NME ^RRIVE) 9:15 A.M.TruE PLrcs, 9:42 A.M. FIELD TESTINC INFORMATION: ltuE TEsr tru<e{ 9:55 AM sruup 3k tN. atn coNTErff 3.0:wEr uNn wsorr L19.5 pcr. SAIIPLE'IEIJP. 72o na rorp. 650 JoO SPEC|EC n0ltS stuup 3_S tN. ArR colfrElrryar(sl tvAttR ADDfl) AT slTE 15 cot. ROsRtcS CYUNOER INFOR}/ATION: M). oF cyljNorRs 4 T,YIJIIDER stzE 6|| x 12ll 'llME c-ruNoors <irsr 10:05 A.M. urllERE crs;T On-Site CURING INFOR}/ATION: lllllul CURE On-Site o^rE stRrPPE) 9-4-90 RE-D STOflACE rlCrLmES rt: B. Carr Cure Box MtN.,/tJ,u. RUITRK* o lEnuE AT r,,^& 9-4-90 ACEDl€o^TE IESTE T TAL LO,\D(rs)Dt^'TEIFJI ([,{ctrEs)NIEA(sq. N.) couP, 5m. (P5D T/PE OF NUCTUNE CYLINDER wElc+tT (urs) CrllNOFn UNIT WEGI JI(rcfl 7g 288 288 28B, 9- 7-90 9-28-90 9-28-90 9-28-90 91, 5oo 106,000 L03,000 l_09,000 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3240 3750 36s0 3860 conical con/split con,/shear con/split OESICN SIR€NETH 3500 P$oza D^Ys trsrs F LArxti^roFt rffltato|rl ttrf ltt Aa,.ixtf|rlr;f, finl Arrn l)flr anl ltrnrti l'rnf,:s onltnYfBE l{llfo sol|f, ltll9lol^llofl ott tl[: rtsl rltl'ofit uAY rf PIi{MD(' ItY Ollluls. PROGRESS REPOKT: Sample taken fron hose di:sch4rige. ,.^Drtrq Michael Barber Architccture; Anderson & Llastings; PCL Construction Services; Western lt'lobile; URS Consultants; Mr. Gary Murrain; R r. ar.r. T. Lauiicknrlb'o-u*si*vrR APPRo\ED sr CltcnflNor[hcnr,Inc '..-rrlu.? bllrxt dtr, Scld{Ll. REPORT OF CONCRETE TEST CYLINDER DATA ^3^r,au|'lf[IcF'|!Dctf'JT:t.I|tFll|tEl,lDd|il'|.vf:.^|tnrr'[tA'[3tmrfnfr'Asn[co''lD|xtw.J!.(,'rmYolot,nc|[ms|}lDAJ||(|'^mImr.(rsr^F.'.'|L.Jt'rcl|6ftGotrnIA:ll''|ll|fon{li:x|.nr4ouo.rr',.iii..ri''iiiiirvrdt'rtrurr:oU[{Il[l| 4Or|F|I'ID Urnl:9s ODrti .|flUl|qDaltl|S rrrt tGRtlO lO [r w|rll0lc. ^ .rntt- ', rrl i'irr-Tlr-+ cr co.'rr..rr- .orri rrr. cr.f,t IJA a/co Yt'}.ru: T0WN 0F VAII JOO NO.4 398 90 DATE: 8-31-90 Attn: Mr. Stan Berrynan DAtLy REpOttT NO. SHEE1S OFS P.O. Box 100 Vait C0 81658-0100 lhlvolcE No. PROJECT Addition to Vail Transportation Center, Vai1, Colorado. PTACEMENT LOCATION: Core Wa1ls for Stair No. 12 and No. 1.1; BATCH NCKET INFORI/ATION: SUPruER Western Mobi 1e NME SATCHg) 'ncKEr Ml. 01 1990ru DEtcN No. A/2 cu.'ro. 8tnucK flo. L:51 P.M. 49 nuE ARRr€D 2:00 P.M.]lrE PLtcED 2t45 P,M. FIELD TESNNG NFORMATION: mrE rEr r,$o{ 3:00 PMsLUup 42 tN. JOB SPECINCANOI{S stluP 3_5 tN. AIR @NTEfiT 6.EwEt uNtr wEGtJr L43,Iwt- 5Ar/PLE TEMP. 77o tn lf!P' 75o AfR COt{IBn ;rW IER lDDg) AI SrE A ,a ROTAR (s: 24 of 32 yd3 cin x{oEn stzE 6rr x 12rl CYLINOER INFORMANON: Ml. oF cru o€Rs 4 ]lME CTIINDERS C SI 3:15 p.M. wHEnE crsr On-Site CURING INFORMTION: lNlIuL cuRE On-Site REr, $aflroE F^ctUnEs Cure Box uN./ltAX. o^TElnuE AT Urgt 9-4-90 ultr nntppen 9-4-90 oy: B. Carr REtr RXs AGE DAE T|/TE IESTD TOTAL LOAD(rlls)DIAMETEN (NCrrES)^,lEA(so. rN.) @uP. sTR. (PSD TYPE OF FIIACTUNE CruND8 wEerT(16) C/UNDER uNfr wElclr(rcf) 7c 2{ 2rc 2K 9-7-90 9-28-90 9-28-90 9-28-90 93,000 104,000 109,000 108,000 6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3290 3680 3860 3820 clcn/split con:Lcal qcnical con/sPlit DES'CI-I SIR€}IGIH 3000 Psr 026 D 16 rExs gt urrourcrt rt Fso.om. ^af lll lffirro^'|cr wfnt lrrtl ffxr asll' rrt-llxlr,s lrl(El onltnnls( ]lolto 30rlE lxluu^llotl oll l||ts lL$ lltltnr u Y n( Pnqflxo I'Y ollltr6. PROGRESS REPORT: coPrEs xil:::l"T.ffil.lilll'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; S. Urton T. Laudick FTELD OBSER/ER APPROVEO TT o " "' ','t n n't t tr'r'dr .,,.r &r'trhr'MII3i, ChcnSNorl.ltcnt,lnc REPORT OF CONCRETE TEST CYLINDER DATA (s^!unu|.lfolfcTr,.ro6lr{rr'Dt(f,!rE,Jhol|lsr|.vT:l.AInrF'{rj&f3l,fErn'nAtTl|Ic4t|[xxn^t.P|rrr'|nr!bl.(rsr^Eut''r''mtI:|t^r'Eo[IXll,{l3'nr.o.l'|'l.!,t,lt)|tx|ou"*r'lofi..#..iii?i.i#.iliidldbu.l 4OuRtfID trtlst ('n|tl ,,rlMllo(lrolls rnt rc|tllo Io lll ll|lnl€. r ,.-t' of lxlj'lljT]c'*,o or .ornpo,,r.. to6 rro, CsEl lJ a/go To: TorrrN Attn: P.0. Vail PROJECT OF VAIL Mr. Stan Berryman Box 100 c0 81658-0100 Acldition to Vail Transportation Center, JoB NO. 4 398 90 DATE: 9-.4-90 DAILY REPOT{T No. sHEEr 1 INVOICE NO. Vai l, Colotadg. OF PI.ACEMEN]' LOC.AI ION:Deck Topplng, Level 4, New Parking Rarnp, tevel Llnes B to C, Lines 4, West of Line 1; 13 to L5; BATCH NCKET INFORMATION: SUPruER Wester.n Mobi le NCKET I'IO. 1998 MU DEsIGN M'. C cu. Y0. 8 IUE PlJcs) 7:30 A.M. rntcK No. ll7 IME lr.rrcHu) 7:18 A.M.nuE AnRfw) 7t2S lt,.M. FIELD TESIING INFORMATION: lruE TEsr r^,(or 7:40 AM sLuuP JO{' SPECtnCAnO},lS 5LUUP sAr/PLE rEltP. 680 run rotP. thl. Rol Rtcs: 44ttt, tn coNrElr6.6:wEr uNrT wEotr 139.8 i-S tN. AR coNTo,,r 4-8.IwAlER ADD@ ll JltE- pc-t-500 8 CYLINDER INFORI"{ATION: t{o. oF cfllNofRs 4 7:50 A.M. wHEnE c^sr 0n-Site(.inJl{oER stzti 6rr x 12rl 'IUt CruNDefis CAST CURING INFORIh]]ON: lNruL GURE On_Site 0 rE srRrPPs) 9_5_90 o^rEnuE Ar u& 9-5-90Cure Box utN,r/MN(.Flol) srofucE flcllmEs ttY: B. Canr RzuTRX& AGE oA\s orE IESIE) T TAL LOAD (t8s) DUMEIrJI (rr'rclrEs)AnEA(sa. N.) @uP. Sm. (,sD TY?E OF NU\CruRE ctttN0ER WEOHT (r.rls) CruHDFN UMT WOGIIT (PcF) 7sy 28A 28A 28A 9-11- 90 10-2-90 10-2-90 10-2-90 106,500 6.00 6. 00 6 .00 6.00 28,28 28.28 28.28 28.28 3770 qon/split 4500 PsE:!_e r/sOESIC}I SIROIGIH tE5T5 tt t,{rd,tloftt afE3rr.ltln. ^,tf lrl f"]oflo{r:f wnl {Y'l l}nt a<lv vrrllool utlt clt on|frtl3[ tlor[o S'ollt lltl otllalloN oll lllts lLsT flr'l|o'rl uaY t( PtKMlXrl ur oll[rs' tRO"RESS REPORT, Sanple taken fron truck discharge, purnP in use. enpttrq Michael Barber Architectur:e; Antlerson fi Ilrrst ings ; PCl, Construction Service s; ltlcstern lt{obilc; URS Consultnnts; Mr. Cary lultrrr:ri.n: R c^a.? T. Laudickntlo""o'o'srrveR APPR0VED trr ; ChcntlNorthcnr,hlc 'dEru.n lrgLF.| .rY, S.l-lhl. REPORT OF CONCRETE TEST CYLINDER DATA lt^uUnul'{oIIcTrnrql.r.Ii..pttn,nt,lDfFrf|.l{.(,|!irmltTs,Jlrslnqrn'oAtl||f.otilr,r|nA.rr,.'lfmro.j!.r^rT!',.r5'.lr|€i,6rt6onrx[vr;ts''nu.xlt|'G|,|D'r,ourrxrrvirrri.-iiir.qorr,ttr.D uul.as ('n[.a ,nrwrrl.|t}fls ,Jrf LJ|lto lo ||r w{ lltc. ^ 'Fni'.r' *l_@* or coac.il. t6h n6. CufllJ a/Co To: TowN oF VAIL JoB No.4 398 90 DATE: 9-4-90 Attn: Mr. Stan Berrynan DALY REPOKr NO. SHEEI 2 OF 2 P.O. Box 100 Vail CO 81658-0100 ltwolcE No' PRGJECT Addition to Vail TransTtortation Center. Vai1, Colorado. PI-ACEMENT LOCAIION: Stair, Level One, Footing and Level TVo, lValls; EATCH TICKET INFORh{ATION: suPruER Western Mobi le TnucK No. 106 TrcKEr No. 2OO7 Mx oEsrcN HCr. A cu. \o. 8 TluE tl lcltq) - 10:52 A.M. .nME ARR|IED 1L:12 A.M. rluE PLAcs, 11:19 A.M. Aln coNTEro 6. B: wsr uNr wocttr t39.4pc;t- NR COhTTOJT 4-3.1W.$m ADo@ AT snE g FIELD TESTING INFORMATION: 'uE rEs.r TAXEN 1 1 . 2541t-r 5uJuF3 J/4 rN, JOo SPECInCAnOi|s SU,up j_5 tN. sA}tPr.E rElrP. 73o NR rEl/P.65o rkt. Roa,rK* 11:38 A.lrl. wHmE c^sr On-SiteCYUNDER INFORI'TATION: Mr. or c/uNoERs 4 cYUlloER SlZl:-6l| x 12rl ]IUE CYLINDERS C,\sT CURING INFORI,|AIION: INIIUL CURe On-Site Rol) srofircE FIC[mEs Cure Box MrN,/MNc o rEnuE AT l.\& 9-5-90 DAIE srRlPP@ 9-5-90 UY: B. Carr nElrARKS ACEu)5 DAIE TE TE' Tgr& r.o D (rlls) DIAUETFN (r.rcl rEs)^,lEA(sa. N.) @uP. sTn. (15|) TN'E OF TRACruRE c"nJNoa WEJOH' (urs) CrutlD€.n uNtr rvt]qfi (Pcr) 7g 28s 288 288 9- 11-90 10-2-90 10-.2-90 L0.-2-9-0 82 | 000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 2900 con/shear OES'GN STRE}.I6TH <nnn PSI o 26 D\ls rE:ts rt L{rourofit Ff lt3(|.lrrn Mf ol ,ra,.rrro{||:f nrnl .Ifl t}.rt f ^snr r/f llxtm t,r{ f5; onfitwr3t tlortD Sollt lllll)lll"l^lloll otl lltls lt:tl ftltnl r{ Y ll. f{tor'tofD ul on|Ltrs' Sanple taken at the truck discharge; punrp iyr use. PROGRESS REPORT: cnpltrc Michacl Barber Architecture; Anderson {i llastings; ' PCL ConstTuction Services; Western I{obile; URS Consultants; Mr. Gary lvlurrai n; B. Carr T. I.audick FIELD ODSEFVER APPROVED $/ Clrcn0Norl.heru,Inc I REPORT OF CONCRETE TEST CY ER DATA I LIND '/r-rlt.4 [^gLb.. o.d scr- rr. ocT t { €e0 ru: TOWN OF VAIL Jolj No. 4 398 9.0. DATE: 9-5-90 Attn: Mr. Stan Berryman DAILY REpOftT NO. sXEffl OFL P.O. Box 100 Vail CO 81658-0100 lfJvolcE No. PRqrEcT Additi.on to vail TaansDortati on Center. Vnil . colorado. Level 3, Nehr Structure, Lincs AO to B, Lines 33 to 36; BATCH TICKET NFORI{ATION: suPruER Western Mobile lnuq( No. 100 rcKEr llo. 2028 Mx DrrtcN r.ro. C cu. rc.8 IUE tr^rcHED 4:01 P.M. nuE ARRtvtD 4:10 P.II. TIUE PLAcs) 4:25 P.M. FIELD TESI1NG INFORMATIONT TuE TEr TrxE|t 4:35 pM3tuup 41tN. Nn coN[xr6.4:wEr uMt t.vr]ctrT 139.8 pct. s llPt,E r[ilP. 71o Nn rE!P. 40o JoII sPEclFtcJ\ 01ts stlup 5-5 N. tR coNTE.r 4- 8I wATEn ADDED AI srTE 5 cot. Ror^R (& CYLINDER INFORMATION: no. oF cYIJND€RS 4 cn tNoEIt stzE (rtt x 12rl trME CrL|NDE ls c,rsr 4 : 48 P .lt{.wHEIte c^sr On-Si t CURING INFOR}TATION: llltlul cURe On-Site EELD sTof{f6E F,rctLmEs Cure Box MtN./[/v\. 0 ]E/n[E AT us9-6-90 oAlE sInPPEIt 9-6-90 IIr: B. Carr RE! BK$ con/shear con/stear con/strear con/strear 4020 4800 4870 4800 28.28 28.28 28.28 28.28 7 28 28 28 113, 500 135,500 137,500 135 | 500 6. 00 6. 00 6.00 6.00 9,-12-90 10=5-9.0- 10.-3-90 10-5-90 4500 Psl o2o oA1€ |I:;TS Ot l,DqUTOfiY rf8sttlrn. .trf |tr ,(I:ltltr^tre wml ^r!n xa,rr Asrv -ltrrntr:i In{e33 OrrLr Ee trolEo 3o11f, l omttlrlL qt itrt3-ltgl-mt'oftt u Y It F1rr uu' ltt ont('rs' Sample taken fTon truck dischargel Pump ih use. B. Carr T. Laudick FIELD OI]SEfilYER APPRO\ED AT coP,Es ffi::::"T'ffi,iilii'"cture; PCL Construction Services; Western Mobile; UttS Consultants; Mr, GarY Murrain; (t^|,uflll|Fao(c'txtlo.tr'fr5.n|fF||t|Er,oo||ttll.vl.l.,t[nrmfT5^nll'|'[.ntnAsn|rf'|'llx|.l-11-.l.'|o..r'fd,n 'ror.rsI^'n.f'|'3ct'E||6r'iro[n(|F|crs'rr.n{a^,'Dl|ooun"rnx?i..'s'.iiji.jlrarirri,n'r1ul.rtouFt fttrt urrtls3 on|lt ,nnlrqJ.Ufls Lm l.Jltlo lo lrl ll'||llltlc. r .Enc- ., u.l fltrtlr-r or .c.'trdrr.. totn t.. CYtlll a/go Chcn0Norl.lrcnr,Inc I ','ralu.,t lr!!L*t ..d Jd-lr . REPORT OF CONCRETE TEST CYLINDER DATA tt^{Unut'ifmcTrr.ro.I|tt|Ts-Ir[n'rrE^,00|tt'l.vt.1..|[Ir'wTs[rfStmifntDA.tl||{.o''l.'tXful-.ttro.'('ovof.tlic|||.q'rr(rs'^'B.'.r:!r'rEl|,:ir'6o'rrrrn,ctsff|ou.'{,tr:^,|o|roorrnrr.oirJ.rj.-iriinirirrl.rrrr.co|,q'R|l|tll^A.:l1|j counl|l-l, urn[.:tll ontt |n,! l€(lL}ns |/rt ,|..etfo Io nl ll'llllltlc- ^ h.t.' 6i u-l rliif I e.-o or .o.nF,,r- .6rn ,5. CutllJ a/to Tr't.rv: TOWN OF VAIL JOB NO.4 398 90. DATE: 9-5-90 Attnt Mr. Stan Berryrnan DAILY REPORT NO. SHEErI OF1 P .0. Box 100 Vail C0 81658-0100 lNvOlcE No. PRGJECT iddition to Vail Trrnsportation Ccnter. Vail, Colorado. PI-ACEMENT LOCAITON:Levcl 3, New Structure,Lines AO to B,Lines 33 to 361 BATCH TICKET INFORIdATION: suPruER Westcrn Mobi lc .lnucK lto. 100 TIcKE-r No. 2028 MX DEslcN po. C cu. m.8 nME Ir rcsED 4:01 P.M. nME RRIVE) ?:10 P.l{. rluE PtAcs) 4:25 P.M- FIEU) TESNNG INFORMATION: TfuE TIsr T Xrx 4:35 PM sLUMp 4% tN. ^rR @lrTExr 6.47rr-t UNIT WEcilr 139.8 pcr. sAnPLE lElJP. 7Lo ,ln TE!P. 40o JOo SPeCHCAT|OHS suJup 3-5 tN. AR CO||TENT 4-SIWAIER Aooq) Ar sm 5 cor. nolrru<* CYIJNDER INFORIJATION: No. oF crljNDrffs 4 cYl lroE i srzE 6rt x 12rr rME cYLTND€lfs c.,rsr 4 ; 48 P .M.wltEne c^sI On-Si tc CURING INFORI,TAT'ION: lNlIuL CURE On-Site n rE sTRrPPs) 9_6_90 Cure Box o^rE/]lUE,\T W$-6-90BAD srofl 6E FICIUT|ES gf: B. Carr MlN.,/l{N(. ROJ RI(* ACE DAIS II^IE ]ESITD N'IAL LC^D(t Js) DUTTETER (rlrc'r[5)NlEA(sa. rN.) couP.sln.(r5r) T/PE OF FlUCTUN€ ctlrNDst wE ollT(uls) CruNOF.R uNtr n€Gt{r(Pcn 28 28 28 9-12-90 10=5- 90- 10.-3-90 10- 3- 90 113 , 500 6.00 6.00 6 .00 6.00 28.28 28.28 28.28 28,28 4020 con/shear OESICN SIRIIIGTH 450.0 Pst o 2a Ir^Ys lf5r5 oY t nor^nntY rfRs.tltrtl .,rlf l|| xr.ono{|cf, |r'nt lt'al lcArrl-f, asrv trEllnm lx{fst oDlltlvtlE lolcD 3Or[ t qw^l|oll olt 1116 lL$ Ru$trl u Y tr 8t('flxt ttY olllltis. PROGRESS REPORTT Sanple taken from truck dlscharge;Pump in us€. coPrEs Xilll:i"T"ffi,il;l]'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Mumain; B. Carr T. Laudick FTELD Ot]SEfil/ER APPRO\ED SY 'a,.rrlu.{ tn?l'r*t .Fl Srl-tlhl.hcnt)Northenr,lncf O REPORT OF CONCRETE TEST CYLINDER DA.TA To: ToryN Attn: P.O. Vail PRo.JECT OF VAIL Mr. Stan Berrynran Box 100 c0 81658-0100 Addition to Vail Transportation JOB NO. 4 398 9.0. DAILY REPOKT NO. INVOICE NO. Vail, Colorado. DATE:9-6-90 SHEET OF Cente'r. PLAGEMENT LoCATION:Deck Topping, Lines 35.5 to Leve 1 36; 2, New Structure, Lines AO to B, ncKEr rc. 2072 MX DEslcN uo. C IIATCH TICKET INFOR},{ATION: SUPrurI Western Mobi le IRUC|( NO. 4:02 A.M. cu. ro. 8 NUE BATGHE)nuE MRlr/ED 4:12 A.M.nuE PrJc@ 4:45 A.M. 49 FIELD TESIING INFORITATION: nUE IESr TAXO.| 4:55 AMsLUUP 3!Z tH. arR COME|.fis.8;wEr UNn WEG![140.6 pcf. s,Ar/Ptf rcxe, 72o An'TUlP.4go .rOD SPECInCAnOI'|S sllltP g_5 tN. /ltn coHTErr4_ g Iw r€R ADo@ AI sm lIL cot. RD'lAnXe wHtRE Casr on-SitcruE GruNDors crsr 4:08 A.l'1. CYUNOER INFORI/^TION: lto. oF cl.tJNoERs 4 r,'Yl ntDE r stzE (rrr x 12rr CURING INFOR},IATION: lNrt L cuRE: on-site RELD $On cE r/\ctuTlEs cure Box MtN./tJ (. o rEnuE AT r rlg-7-90 rrrrE srntpptD 9- 7-90 gr: B . Carr RElrreK& lcEul5 DAIE IESTE) TOTAL LqAD (urs) o!ryEIEfl (NClrE)^flEA(sa. rN.) co!P. srn, (16r) TYPE OF RUCTnE 6TUNDUI wgottT(uls) crlrNoEn uNr vrocrr (F'cf) ., 28 28 28 9-13-9n 10-4-90_ 10-4=9,0 10-4-90 L13,000 142,000 143,000 150,000 6. 00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 4000 5030 5060 5310 con/+lit conical conical sonical oEstGN 5rnEl.l6lH 4s00 t!19?!_9!E llsrs ol t.^lroaurofir nFnsfil|lrl. ltrr ltl /!.tono }fq r{nt Arlrt|(: rtt A<lv r,'.ltr,l'li llrrlus orrlt,FfrLtE llolfD soxE lllotrrr lpll qt itts-tt$-nlom r Y tf fitsvlt'cD ttY ollllrts' PROGRESS REPORT:Sample taken at the truck dischargel Punp in use. coP,Es xil:il:"T'H:.iilli'"cture; PCL Construction Services; Western Mobilc; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick Nfl.O OBSEJ$/ER APPRO\ED TT l3^UUnul'FrfIcEFtrocl['r[!D[nritAr{ro||3rt5\'.|lnl't)ll'sl,?'.:'|l'nu|!tDArr|ff,|irjl}|I|..]|n'''rr'Yor(',nct,t''l|,Dno{.'f9'.t'll1'!t1l.od|ot',ir,6onrxl'|^clsmo{dtt'lu,|ol||l|olrnnr.rorrr'.n..iritai,itjirtlouc-orrn aov'ttlnJ, ur{Lls ond.| aMflotllLtfl3 l,lt ra'atlo lo lll wllllltlc' A 'r.'no' .r rrl ijf |{-l e'-t ot cornFlrr.. .cii r,a. GratlJ a,ro '4tEluq L.|?|,|-t n.xl tcl-{hl.Chcn$Northo'n,lnc I O REPORT OF CONCRETE TEST CYLINDER DATA To: TOWN OF VAIL Jou No.4 398 90. DA'IE: 9-6-90 Attn: Mr. Stan Berrynan DAILY REpOFff NO. SHEET- 1 OF 1P.O. Box 100 Vail CO 81658-0100 ll{volcE No. PROJECT Adclition to Vail Transportation Centcr, Vail, Colorado. PI.ACEMENT LOCAI'ION:2, New Stnrcture, Lines A0 to B,Deck Topping, Lines 33.5 to Level 36; TTATCH TICKET INFORI"IATION: SUPruER Western Mobi le ncKEr No. 2072 Mrx DEsrcN r,ro. C cu. m, 8 nME ARtllvED 4:12 A.l'1. 'nue P[,AGE) 4:45 A.M.NME Ir^TCHS) ]nucK No, 4:02 A.M. 49 FlEt-D TESTING INFORMATIONT TtuE IEr T KE}l 4 :55 AII sr-uup 5!5 1 . arn coNrEilTs.8 : wEr uNn rfticlnL40.6 pcf. SJA,/PLE IENP. 72o xfi ]E!P. 40o JOB sPEClflCrnO}lS SLUUP j_S tN, IJR cogron4_8 I WArL:n irDo€D AI 5m I O tut nq{ry$ CYUNOER INFORIJATION: M). oF cYtJNo€Rs 4 c,.n;NDE r slzq 6rr x 12rl llMr, c TNDEFS CrSr 4 : 08 A.ll .wHFtlE c.tlsT on-Si tc CURING INFORMATION: lNltul cuRE on-site RtlD sKnlce FrctulEs cure Box MrN./uAK or\TEnuE AT r &9_7_90 01E SrRrppgr 9-7-90 $r: B. Carr REXARKT AGE 0A16 otE IESTE) TSTAI LOAD(t s) DATTflEN (rr.rclrE),AnE(sa. rN.) @uP, sTR. (r5r) TYPE OF IRACTURE CYUNOff w€toHl(uls) qflJfro€R UNIT WLIC'IT (Pcf) 2B 28 28 9,13-9n L0,-4-90. 10-4=90 10-4-90 113,000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 4000 cpn/spLit OESICN SIR€NGTH 4500 Psr 026 DAls IE;IS I'v tAul^lollt FrnS.tortr. lnt |rt |.I.r)oD.ficf, r,rDt ^fl'tr}|rl Anv ltllnui l'rllcls onlulYl.Ef llolfo SOll€ ullofirr lpx olt lltls llsl fiurolrr UAY tf rnovD(, UY Ollluls' at the tnrck discharge; purnp in us.e. COptES Michacl Barber Architecture; Andcrson 0 Ilastings; PC[, Construction Serviccs; ltlestern Mobilc; URS Consultants; Mr, Gary Murrain; B, CaTr T. Laudick RELD OI]SERVER APPROVED TT rs^!unt!FR|T.GTlr.'oq[[T:!ntrnnt^l|oo(|l:1|.vT\.'tlnrIr,''rnt!!:Iu!r.r|lf|A3.|l|r.{)''.|'.'w.. 'to'..'rsr^rI''|Ts.c.l'€l|'i(tl!to[rrnA;rsm.voaol.:^,|oo{,.,o^r'',fi.rs.iii!ijr"iri.rriirir.i'-orln'rrI!t'|fA.4ovr(tttu ur4ls:E on(.l ,ana€t,rons l,rt' ,arltlo lo ltl wRllltlc, ^ 'rE .a- o. rt' Iiltttle..r or tcre-r. torn r|r. cl|tl IJA a/eo 'rrBlufrz lrtl.E. n.'l g€|-nbl.rcnGlNorthcl'n,lnc1 O REPORT OF CONCRETE TEST CYLINDER DATA -'cl ru: TOWN OF VAIL Joo No.4 398 9-0. p41g; 9-7-90 Attn: Mr. Stan Berryrnan 0AJLY REpoI{T NO. SHEEI I OF 3P.O. Box 100vail co 81658_0100 [wotcE No. PRGJEGT Addition to yai1 Transportation Center, Vail, Colorado. PI.ACEMENT LOCATION: Level 2 to Level 3, Line B to C, Line 32 to 33.21 BATCH TICKET NFORITIATION: sUPruE^ Western Mobi 1e ICKEI uo. 2og7 nME RRIvED i ,21 muc|( No. 119 nuE sATct{E) 4 : 1g A. M . Mrx oEslcN No. c cu. YD. 8 A.l{. IIME PtircE) 4:50 A.M. stuuP 3-s FIEI.O TESNNG INFORMATION: lrrE ltsr r xot 5:00AM sr-uup 4%AR corrElfr 6.4=vrr uNtr wEGlfT L40,2 ea. NR COI\ITEIT 4-gI WA'tll ADD@ AT slIE 4 sAr,rP!f, TElrI,. 71o,rrn rorp. 460 G,oL nEr,f Rn& 24 of 4O yds tN. tN.JOO SPf,CtnCAnOltS CYUNDER INFORMATION: l|o. oF GT1JNOERS 4 r,yl t DEr st7|:. 6tt x 12tt lrMF OIJNDE'IS Gf,st 5:15 A.lvl. U/tlglE 0\tr on-sitc CURING INFOR}IATION: NruL cunE On-Site RELD sroR/rcE FlcturtEs Cure Box MIN./MA( oi\rElTruE g 1,g 9-8-90 (ArE sIRtPPEo 9- 8-90 Fr: B . Carr RDr nx& AGE u^l':s OAIE TESIE, TSTT,L LOAD(rrs)DIAIIEIfJI ([.rqrEs)NIEA(sa. N.) @uP. sIIl. (P5r) T/PE OF FIIi\CTURE CITINDB W€FHT (u,s) CruNO€R uNtT wElclff (r,c-fl 76 281 28A 28A 9- 14-90 10-5-.90 10-5-90 1.0-5-90 100,000 135,000 130,000 L34,000 6.00 6.00 6 .00 6. 00 28.28 28.28 28.28 28,28 3540 4780 4600 4744 conical con/split con/split co/split otslc sIR€N6n{4500 PSt o 20 DA}S r6rs a|Y L{xrurcfiY ilRsa|.||tn l r |tl ,Aatont}r}x1E wrnl 'Yr r.arrf ^-nr, !!,lllolt:i trt{ lJS OnlLAll.Er: l|orfD solf $0urrl^lk)ll oll llxs ltsT lltFofit t{ Y tL PttqvlD(.D ttl oltlult' PROGRESS REPORT: Sanple taken fron truck di-schargel coPrEs xilli:l,T'li:l.ffili'"cture ; PCL Construction Servicesl Western Mobile; URS Consultants; Mr. Gary Murrain; B. Cam T. Laudick RELD OBSESfER APPRO\ED ITf ^t^,|,tl!||'no[GIt|.tt,d[NT:l-n|qFnr^|rDd|lsl|.vl\.,tjn]Fo(Ts^,rft|'FFl'nA!|'(4|,l|x'l.tr.Pf('Ittforqmct,[l,|orn..rs'^FU',.'ttoorIctl6r'.so'rrx|'|.;.|lrrnu{,lFt.:^,rr'|'oovnnr.rortx..*.ntitrrrro}rlutno|,{'||l[I..o|,nlrD urqa:tl on|l.l ann l€tr|trrs l,rc rcrttr-D ro t'| t{tllrc. ^ 'ii.- or u.l ilfHl r-+ or conrD.,{- acni ro. cratt IJA a./oo -' Chcn tlNort heln, I ncf o 'r.Elu|t? Lrgl,r-n .n<, ,.1-ll'1. REPORT OF CONCRETE TEST CYLINDER DATA t3|Ur'nAIiimc[f'l,6rutD|tF[E,|Ddn3r|v:'r|tnfI{nr:rrf:.'nnqm'DA3|r.'''.|l,|lIw..l.trfITror(t,ncl|tt'rB}|ols|^'n4'6.m|4!tEr'f!.)'|fIl'A:rtmqg.'lplG^''l'|||.t.,'.r'.oliii.'s'.ili]'tiljiriilfoll.wrolntlu, t {r.jts on|(.i ,an^r€{Jll}{ls mt ronttD lo lll |rnllorc. ^ .',- r- .r u.l ijtHl e-.. .f r-.Fit. trtn rar. cratl IJA a/oo TO: T0WN 0F VAIL JOu No- 4 398 9-O DATE: 9-7-90 Attn: Mr. Stan Bemyman D.lLy REpORf NO. sHEEf 2 0F5P.O. Box 100Vail CO 81658-0100 ll{volcE No. PRGJECT Additlqn to Vail Transportation center, Vail, Colorado. PI^CEMENT LoCATIONJ Crossover Ranp, Line B to C, Line 23 to 28; BATCH TICKEI NFORI/ATTONT suPruER Western Mobi le rnrrcK No. 119 7:57 A.M. ncKEr No. 2099 UX oEstCN tK'. C CU. y0. g Ttx€ SATCHE)nuE ARRIVED 8:06 A.l{.llllE nrcE) 8:20 A.M. FIEIJ TESNNC INFORMATION; TIME IET TAI{t}l $ 1$Ql\},1 SLUlJp 4L rN. NR coMENI 6. & WEr UNIT wEcrrr 13g. g pc-f- sAnPlI lf P. 71o U rC!r. 50o JO{l SPECInCAI|OI$ SLUUP g-5 tN. /\tR CoNTE\|T 4-S!WAIER ADD@ Ar sIrE 0 cot. norA^lc$ CYUNOER INFORIilAilON: ro. oF cyuNDERs 4 r,"n lroER srzr',- 6rrr x 12rl llu[ crLlNDE ls G^sI 8 : 44 A ,l.t .0n-Si tc\{HTTTE CAsT CURINC INFORI'ATION: lNtlul cuRE On-Site flE D sTofllcE rlcunEs Cure Box MN.,/t{Nc 0 IEAuE ,+r ug. 9-8-90 o rE srRFPtD 9-8-90 Err B. carr REI RKS AGE oYs orE IE TE, Tqt t r.o D(u5)I'IAUEIFJI (rucltEs)AREA (5a. lN.) couP. sln, (Psr) TYPE OF F1TACTURE O/UNDUtwEcrr(uts) cruNof_RuNr wEl(afr(rcf) 7B 288 288 288 9-14-90 10-s-90 10-s - 90 10-5-90 1 08, 000 141, 000 141,000 143,000 6. 00 6. 00 eil'oo 6. 00 28.28 28.28 28.28 28.28 3820 4990 4990 5060 con/spLit con/sp1it con/shear con./strear OESrcN SIRENGIH 4500 PsI O 2A D 'YT rfj rs gt uoqt^rctrt FtF6oorn. enr u Ltrno^rcf, w'nt {rt.l |: atlt Arru eEllK,l,?i t'llll:s on|ttnns{' lrorl SOUE llllomr^l|oN Oll llll5 IL$ lltMl UAY |f fnwlotD ItY Olltjrs' PROGRESS REPORI SarnpLe taken frorn hose discharge; coP,Es H;::::"T'|Ir.ffiil."cture ; PCL Constrrrction Services; Wcstern l,lobile; URS Consultants; Mr. Gary Murrain; R. cx-Y'1' T. Laudickner-o"buE*ei&ER APPRo\ED sr '4rErlltv, lr{h-.r nn<, J.l-l||t.'CltcnclNortlicrn,lncf a REPORT OF CONCRETE TEST CYLINDER DATA Tn.,w: TOWN OF VAIL JOB NO.4 S9B 90, DATE: 9_.7=.90 Attn: Mr. Stan Berryman DALY REpOKf NO. SneEf S OF 3 P.O. Box 100 Vail CO 81658_0100 fwotcE No. PRo,EcT Addition to Vail 'lransportation ccnter. Vail, Colorado. PtjcEMENT LocAlloht Stair pe. 11, Level 3; BATCH TICKET INFORI,IATION: SUPTEi Western Mobi le muo( lro. IME EATCHED T2:20 p.M. 714 rcKET r.ro, NUE /\RRTVfI' 2115 Mu DEsrcN lKt. A cU. x). 8 12:35 P.Nl. TrxE Pr.'AcED t2:45 P-M. FIEI' TESflNG INFORMATION: TluE TEsr ut{x12:55PM sLuyp 4, lN. tR @NTE}|T7.27vtE( uNr wEc}rT L39.7 pst. s^JlPtE IEMP, 73o ,ltt IEIP.70o JOO SPEClnCrnOl|S SUrUp j_-5 tN. JR C9NTO;T 4_I I WArER ADD@ AT srIE 6 cdt. Ror ru{s: IME cruND[Rs c^sr 1 : 10 P .itt .wHslE c^tr 0n-Si tcCY1JNOER INFORIVIATION: t.|(,. oF GTIJNOERS 4 r-.1lJHt)ot stzE 6rr x 12tl CURINC INFORIVIATION: tNtttlt. cuRE On-Site RB-o groftlcE F/rctmEs Cure Box MrN.,/M/,v\. o [,rnuE AT tr\& 9-8-90 oArE sInFP@ 9-8-90 8r: B' carr REr RK& AGEol€ITAIE IESTE IIIIAL IOAD(ljs)DUTETFJI (['rctrEs)i\nE(5q- rN.) couP. gn. 0,s0 TYPE OF FIIACTURC C1IJNDOI wE cf lT (uJs) 6fUND€N uNtt wEcrff(r'cfl '7'r 28c, 28C 28C 9-14-90 10-s-90 10-5=90 10-5-90. 76,000 104, 000 101, 000 100f 000 6. 00 6. 00 6 .00 6-00 28.28 28.28 28 -28 28.28 2690 3680 3570 3540 con/split con,/split oon,/split con,/shear OESICI{ STRENGIH 3000 PSt 026 0 t3 rEIs gY tlrxn lom( Pt trs.t|rrn. ^nt lrl ,ar:onDt rcf wnt rlfir)'rr anl! rrt-rllol,:i tn4cs6 olllLnn3E lorf,o s{xt llllofir lK)lt oll lllls lt'' tlt'ro|tl UAY ]f PJtOvlD@ W olltljlJ' PROCRESS REPORT:Sanple taken fron truck discharge. .^n'rrq Michael Barber Architecture; Anderson fr llastings; PCL Construction Serviccs; Wcstern Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FIELD OI]SEfiNER APPROVED SY As^r,uI|^|rn0r'c'rrn[|.F'I[FFtE|,{'o|[3t|.w.!'||lnr'Y'nTF^nlsl'nfn'nAtn[co|'l.,'|lw..f|r'.'l'ttYorfimc|[rrs'l'lor|m|l^m[ 'r'..l.]i|.tTu''''s.m|€!|Er'Go[rXluc's''n|(X|'lGl,'o'aoun"rrr,'.is'.d'.ii]i.irriri.iri,o'r,d-arnwRt||tl|^IA.,:ount rtlr ur4lsil on{t ,,|ul€ulu|ls Ant r.JnLo lo rfl lffllllllc. ^ .rE '.. !, $-l xiu lg.n,r or cornedrL. .r'rn P.. Cr.tl IJA a/9O 't,nlunt Ln?l.|{! nnd :Ll-rlhl.tcn€Northcnr,lnel a REPORT OF CONCRETE TEST CYLINDER DATA "cl l(': TgwN OF VArL Jou No.4 398 90 97119; 9-7-90 Attnr Mr. Stan Berryman DAtLy REPORT NO. SHEEr I OF 3P.0. Box 100vail co 81658_0100 twotcE No. PRGTECT Addition to Vail Transportffi LetreL 2 to Level 3, Llne B to C, Line 52 to 33.2i TIATCH TICKET NFORMTIONT SUPruER Western Mobi le TcxEr No. 2aB7 nt{E,\RRED 4t3I Mlx DESTGN l.€, C CU. YD. 8 A.l'"1. TluE PLrcED 4:50 A,M.nuE sArclrE) 4:1g A.M. lnrJq( No. LLg FIEI-D TESTING INFORMATION: IlrE rr5r I/u(Ot 5 :00AM sr-uup 42 JOII SPECmCAnOI{S sUArP S-s tN. tN, NR cogr€xr 6.4:wrr uNrT wgctr L40.2 6. AR COirTElrr 4 - Br w rE{ ADocD Al s]IE 4 s,A!pt.c r[irp. 71o,{n reiip. 460 Cof. CYUNDER INFORI,,IATION: ll(t. oF cr/t-lNDERs 4 cyl [{DF_H srzt.- 6tf x 12rr ]lM[ ctuND[Rs c-Asr 5:15 A.].1. u/Hme crs;r on-Sitc CURING INFORITATION: NIIUL CURe On-Site RELD sroRAcE F,1CrUItEs Cure Box MN.,/l,tA( oArE/nuE a1 L^& 9-8-90 OAIE sIRlPPg) 9-8-90 [r: B. Carr RE)I RX& ACE DAYS OAIE IES'rm TSIAL LOAD(rrs)DIAMEIFJI (ruclrEs),/\nt-/\(sq. rN.) cruP. s[n. (r5r) TYPE OF F.IIACTURE q[INDER I{E,|CHT(urs) CYIJNOFX uNrr rYoc|fr (Pcfl 7S 28n 28A 28n 9- 14-90 10.-5 - 90 10-5-90 10-5 -90 100,000 6.00 6.00 6 .00 6.00 28.28 28.28 28.28 28,28 3540 oonical OESICN SIREN TH 4qoo PSr o 20 DA}S rE:ns Ey l,Al|qumct rlfnlaatflll. , rr ol ,at;drt|^r|cf wtrr l|{rt rrrl Ailv ul-tllofta lltllt:3 orlltj(i,ljr: tolfD 30ll€ ltlt0allulut otl llll5 ltst mr\ofit lr Y tt PttwtlxD ltt ollluli. Sanple taken fron truck di'scharge; PROGRESS REPORT: coP'Es Xi:::::"Tll:l.ffiil'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr I. Laudick RELD OI]SEM/ER APPRO\ED I'f lt^r,un!{F'occF|t'tl.:l|fHT|!'IttnEt^,|oo||t3t|..\,rs.|llnrIl'I^'{1mqrf'DA.tll|rfn''l|)l|llt^t..J.1.rrrox.r3Arru'}.'s.|1oltl|,.ixt|tonrx|',4lsmovf'|t||c^nDrx'oun^rnrrrl.s'.li'.ntit 4o|,Ftlltlt uf{t-ts on|tjl farwqJtuflS lff. rr;mlo lo ltl l{Hlllllc. ^ n!nr- cr u,.l rliill ".-, or c..,rF.ir- .!n'r rr, cr.tt IJA a/go : . -" Chcn€Nortlrcnr,lncf REPORT OF CONCRETE TEST CYLINDER DATA N^qmqF(mcE,.mcl[uIl.ItfFlnE^,loot|f:rr|tl-!ltlnrFr,tTl^'''::''l|'MT|tt'Aslr[f'''!Dr'{lw.nd{t|1.forri'|c||t'nor. tr sraw sttrr!" rrfEt tErt.r on rtinA:Ts rnov f4 4 Grltlrrx, iolnlrfl Ur4t:t3 onal nlwF(uuns rrr. r.6,rtt o lo u wR ftrc, ^ .16r- r rrl iiii-lr'-. o, cornFr .. rr ,ro. cutt tJ a/to ''r!ruo.t bllrF.r .hd 3.|-llit. TO: - TOfiIN OF VAIL JOB No.4 398 90- DATE: 9-7-t Attn: Ma. Stan Berr)'nan DALY REPORT NO. SHEEr2 OFJP.0. Box 100Vail CO 81658_0100 f.tvotcE No. PRo.tEcT Add j ti on to Val! 1" Transportat ion Ccnte.., Vri t , Coloraclo. PTACEMENT LOO\]ION: Crossover Ranp, Line B to C, Line 25 to 28; tlATcH TICKET tNroRumoru: SUPruFJ{ Wes t ern Mobi 1e nllE n TcHg) mucK No. 119 7:57 A.M. ncKEr No. 2099 uu DEslcN No. C cu. ro, g nME ASH|VED 8:06 A.Nl. Tlt/€ Pt/rcEl, g:20 A.M, FIEI..D TESNNG NFORMATION: lluE TESr TN€r 8 1i!Q[tr.l SLuuP 41.t tN. Nn @NTENT 6. & WET UNII WECI|I 13g. g pcf. s^l,rpLE rEMp. 7Lo Xn rrlr, 50o .roB spf,ctnclnol.s $urup j_5 tN, /\lB coNrEln 4_gf w rER ADD€D AI slrE 0 ,?ot. Ro,orRxs CYUNOER INFORI,IATION: rlo. oF G'vlJNoF-Rs 4 r,rr l or-n srzr..- 6tr x 12rt l.lME cruNoERs c^sr g:44 A.l.l. wlltxE c 5I On-Sitc CURINC INFORII{ATION: INIIUL cuRe On-Site RaD sTon cE rActulcs Cure Box MtN./t{ x. o rElTtuE AT u.rt g-8-g0 D\rE Srn|PP@ 9-8-90 Bf: B. Carr REranK* ACE o^'tt tl^rE IESTED T TAL I.OAD(rs)DlAu5lgq (fitlct rEs)^IlEA(sa. ur.) couP. sTn. (Psr) T/PE OF fiucruFE cl1-rNoEn weror|T (urs) crruNDFi uNrr wElar (Pcr) 7V 288 288 288 9-14-90 t 0-5-90 10-5-90 10-s-90 108, 000 6.00 6. 00 6':too 6.00 28,28 28.28 28.28 28.28 3820 con/sp1it D6rcN SIRENCIH 4s00 PSt ozt DAYS l|sls et L ltdt^loftl frftSatoltl ,nt lrl |.fixoatr:f mnl rr,'l n rl,f rstu l,F-Tlxtn:i trrrl l:5 ollluffs[ ]orfo SOll€ lt||onr|^t|or| oll lt|ts rt:t fltrofll lt Y |f r|K'vltxD ItY onluts. Sanple taken frorn hose dischargelPROGRESS REPORT: COptES Michael Barber Architccturc; Anderson & llastings; ItCL Construction Services; Western ttlobilc; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick REID ODSERVER APPRO\ED I'Y .- ChcntlNorthcnr, lncrf o 'a.EllLt, lrar,r-. .d, ;<r6lhr. REPORT OF CONCRETE TEST CYLINDER DATA rs^uUnwF[l't'GT(F|tt'cl[',Ts.I|EnnE^,mon3ll.vTjAlnFY,ntsr''!:sl'n]FrlI'Atrco''rf'|'.lwfrfrYordmc|f.'Jl3.,'loAmltl|' mr| nr{ o. ntttuttn's. aorut6rrE on rxtnfFs ,lmrt o.t ,tG nnDro.:orrnr-nD urn Lts on€i ,n|tr.q!u{s |,n- ,4r!t Lo || [t wH[Irc. ^ n-nr-, o. rr-l ijtr le'-a .r .oie..r- ..rn rh. Cr|fI|JA ./m TO: TOWN OF VAIL -JOU No.4 ig8 9.0. DATE: 9=7".9n Attn: Mr. Stan Berryman DAtLy REPORT NO. SHEEr 3 OF 3P.0. Box 100Vail. C0 81658-0100 lNvolcE No. PR0JECT Atldition to Vail TransDortation Center. Vai1. Colorado. ACFMFNT I .., Stair p9. 11,tevel 3; BATCH I1CKET NFORLGTION: SUPruER Western Mobi 1e LL4 llcxEr No. NUE ARRIVE) IRt CK lro. nuE 0ATCHE, l2:2O p.M. 2115 MtX DESIGN No. A cu. 10. 8 12:s5 P.l\t. nuE Pt'rcED 12:45 p.M. FIEI"O TESNNG INFORMATION: nuE rEsr IIJ([N12:55PM sLUuP 41< tN, an coNrE{T7.2: wEr uNr lit]c}r 139.7 pcr. sAr/pLE TE}rp. 73o An "lErP. 70o Jolt sPEclnGAnoNs suJllP 3-S tN. NR coNTrlrr 4-B r WAIER ADDED At slrE 6 col. Ra,g{Rt€. c.^n,roE r stzF, (rrl CYUNOER INFORI/ATION:ro. oF cllJNoERs 4 IME cruNDERs c^sr 1 : 10 P.ltl.wHEnE crsl On-Si.tcx 12tl CURING INFORIT{ATION: IMIuL cuRE On-site FtaD fioItAcE Frc[,mEs cure Box MrN./r{ (. or\rElnuE AT u& g-8-g0 InlE srR|PpED 9-8-90 Bf: B_ Carr nEL RXr rc€ 0Al5 ()^IE ]EIE)TqIAL LqAD (Lns) Dt^r.|EIFJI (rNctrcs)^,lEA(54. rN.) @uP, sln. (,,st) T/PE OF FII'CTUNE CYLINDEX wE oalT (trJs) 6TUNDER UNTI WNC{{T(rcr) 7c 28C 28C 2N, 9-14-90 10-5-90 10-5=90 10-5-9-0, 76, 000 6. 00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 2690 con,/split NES|G}I 5IR€}ICIH 3000 PSt o 26 D^l6 rE TS At l,DqrArOFf afRlio.nm. lnl |l| |.r-rxtu rr:f, rrnl lrn rartt anu vF,llnm In{ t:i3 Oll[Jft.6( lolto sollE lt0onrr lDN otl nltS ltsT |ltnofil UAY rI: filgvlout fi ollll-'13' PROGRESS REPORT: Sanple taken frorn truck discharge. COptES Michael Barber Architccture; Anderson fi llastings; PCL Construction Serviccs; Wcstern Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick I.IELD OI]SEJTVER EPPRO\ED trT Vail Valley ff lcaf Genter LHTTil @F TRANSNflITITAL 18'l West Meadow Drive Vait, Colorado 81652 303-476-2451 ro Jwn of Vail Building Department 75 Snuth Frontage Road Vail, C0 81657 WE ARE SENDING YOU IX Attached D Shop drawings n d Copy of lItt& Cl observati on [] Under separate Prints Change order reports )C Concrete test results covor vra E Plans tr Samples the following items: U Specilications OA'E J0l NO. 7 September 1990 ATTENT IO Dan Stanek Vai'l Vallpv Mpdical Cenf.er - Parki no Structure G?.qro / u lg,ff coPtEs DATE NO.DESCRIPTION 1ea 8/3-8/23/9 7-10 Bierbach Consultinq Enqineers Inc. Field Observation Reports I 8-2-90 lofl Chen Northern. Inc. - Reoort of Concrete Test - 28 dav strenqth 1 8-21-90 lofI Chen Northern. Inc. - Reoort of Concrete Test - 7 day strenqth 1 a-?2 -90 1of1 Chen Northern. Inc- - Reoort of Concrete Test - 7 day strenqth fl-2q-qn letter from L. Nothhaft & Son. Inc.. stamned as aDDroved by Vail Fire Deoartment. certifyinq fire hydrant flow test on 24 Mav 1990. THESE ARE TRANSMITTED as checked I For approval fl For your use q As requested n For review and comment tr FOR BIDS DUE D Approved tr Approved E Returned as submitted as noted lor corrections ! D ! Resubmit-copies for approval Submit -copies for distribution Return -corrected prints D 19- tr PRINTS RETURNED AFTER LOAN TO US REMARKS SIGNED: Brenda Harper COPY TO It cncto.u.ea rra rot rs notad, hindltt notiry ua rt oacc. 6---jb " ^ .!|- . t- /\ .7n -'tl ViiU"*,L JOB NO. 2067 BIERBACH CONSULTING ENGINEERS INC. REPORT NO. 7 FIELD OBSERVATION REPORT Fl>rlLt(. nL--- d .- ; lSOt{. ARCHITECTS, P.C. JoB vAlL VALLEY HosPlrAL PARKTNG srRUcruRE DATE Aususr 3. t990 CONTRACTOR G. E. Johnson Construcrion Comoony TIME 3:00 A.M. SUPERINTENDENT Jock Thomos TEMPERATURE 65 WORK OBSERVED: I visited the sife to review the woll reinforcing on Line 2 from H to iust North of F, woll olong Line G neor G 2, ond Northwest stoir iore wolls. The following items were noted: Embed corbel ploie wos positioned in front of the corbel reinforcing insteod of behind it. The pipe sleeves oround ihe soil onchors on Line H were not grouted. P,e: B/1/14 The column ties letween the opening, vr"r" missing. The #6 horizontol woll reinforcing directly obove the openings were missing. While on the site Jock gove me o drowing showing dimensions of shoring on tine B. I hsve included with this report. Bosed on the structurol design criterio fi *,e reinforc- ing, I believe ii b necessory to more the B-Line voll north io mointoin fie design thickness. No other items were noted. OBSE$/ER Steven E. Bierboch. P.E. l. 2. 3. 1 --tl '( r:i.f T : d .L]l I .{ I.l AuG 0I ig90 oo C /lu.k A^'i i i,,1 R-1,,:1,i, ru rj ,/,a,- t,)o.i/ !-- _r- I ir C l, ,J< l. z ! u ' a:: !,/ ...., ,.2 ' '/ ;'/ t- Q krz' B /iJ'. *---4 ' \-O1rrry--ii H,1.s ;ip .,t '') r.' :t*:7:1 -Tt17 ft f - z t t'/. @. Z p 't'-Wzl;C L ot:Tt' e r,7' - \ \--" F t'l . { REPORT NO. 8 FIELD OBSERVATION REPORT JOB VAIL VALLEY HOSPITAL PARKING STRUCTURE DATE Augusr 8. 1990 CONTMCTOR G. E. Johnson Construction Compony TIME SUPERINTENDENT Jock Thomos TEMPERATURE 60 WORK OBSERVED: BIERBACH CONSULTING ENGINEERS INC. JOB NO. 2067 AUG 0I 1990 llsftER, HEECE & JOHNSON, ARCHIIEqI-S, eg I visited the sife to observe the woll reinforcing olong grid Line H, ond the woll reinforcing ot the northeost diogonol to grid G - 4, The following items were noied: l. A few closure ties needed to be odded ot grid H-3. 2. Corner bors were required ot G 7 - 3.3 ond ot G 3 - 3.7. This reinforcing hod iust orrived of the site ond the controctor wos owore of their plocement requirements. 3. Due to interference with soil riebocks ot grid E, Jock osked if fhe iomb reinforcing ot the eost end of lhe counterfort olong Line E could be shifted west. The new meosurement would be7'-10" from outside foce of woll to eost foce of iomb reinforcing. After further review, I hove determined thof this reinforcing shift moy be mode with the following provisions: o. Footing ond counferfod dimensions must remoin os specified in the conlroct documents. Fooiing extends 8'-8" from outside foce of woll. Counterfort edends 8'-8" from outside foce of woll.b. Typicol counterfod reinforcing should extend full lengfh of the counferfort woll. Therefore, verticol bors will be instolled on the eost side of lhe iomb reinforcing. Horizonfol reinforcing will extend full length of the counterforl. No other ifems were noted. OBSERVER MichoelGoldstein -::,,::,i JOB NO. 2067 BIERBACH CONSULTING ENGINEERS INC. REPORT NO. I FIELD OBSERVATION REPORT JoB vAlL VALLEY HosPlrAL PARKING srRUcruRE DATE Augusr 17. 1990 CONTRACTOR G. E. Johnson Construction Comoonv TIME 7:00 A.M. SUPERINTENDENT Jock Thomos TEMPERATURE 60 WORK OBSERVED: I visited the site to observe the fooling reinforcing olong Line B. Forming hod not been "buttoned up" ot the time thot I wos ot the sife. The-following items were noted: l. Piloster dowels needed to be shifted slightly norlh to occount for the nortfiern shift of the woll olong Line B. 2. The woll fix ot the "S.W. Core/N.E. Corner of Lobby " colls for o 4'-6'high thickened concrete woll. This increose in woll thickness occurs below the slob on grode. Jock osked if he could reduce the thickened woll heigtrr ro 4'-0" to occommodoie his forming. I told him thot this substitution wss occeptoble. No ofier.ilems were noted.- . OBSERVER Michoel Goldstein QL vv HL-6eJ\^nt-fM BIERBACH CONSULTING ENGINEERS INC. JOB NO. REPORT NO.2067 lo FIELD OBSERVATION REPORT JoB vAlL VALLEY HOSPITAL PARKING srRUcruRE DATE August 23. 1990 CONTRACTOR G. E. Johnson Consiruciion Componv TIME 7:30 A.M. SUPERINTENDENT Jock Thomos TEMPERATURE 45 WORK OBSERVED: I visited the site to observe fte following wolls in the Southwest core oreo: o) Woll with door shown in Secr. N1/13b) Woll shown in Secr. 8/1/13c) Woll shown in Secr. C/1/13D) Woll shown in Secr. B/I/11 Only the interior curtoin of steelwos in ploce in the woll shown in Sect B/1/11ot the time lhot I wos ot the site. The following items were noted: I ) 90 degree #10 hook bors need to be odded to the #10 bors locoted obove ond below the door openings. These should be odded to fhe woll corners thot ore locotgf fight to the door openings. 2l A few ties need to be odded to the iomb reinforcing ot the Northeost corner of the elevotor shoft. No other ilems were noted. OBSERVER MichoelGoldsteinee FR.tvlH e_6el . {ecrc flA4rt. Chcn*Northcrtt,lncf O .,,,h.,ur{ rner..,. n.d i.t-,i,.,. REPORT OF CONCRETE TEST CYL|NDER DATA RECEI,iED sEP 6 1990 ^trIUru{.'f'c'r'.todr''E.l||fF||'tE^'D.r|i<'tr,r'l||1dm'rF^'(sU'rfn'DAtt||lc4''!l,ft.ll |.'t(flmrfr.r,'rCt,ll.tS.r'I)n|,^|vt''.lrt'^l'ult.'s!tin|o||'irl6o'fXtI/.l!]'tot..'l!|c.{'r|tr4oUnilxx|3rint:'t'M|'If||.['coU|tf||t|lt'|A.|1|j ':osnltl, ur{|':ss o||rui ^'$w€urufls tt r.Ji fo ro [t wtnttrc. r Fr$- .. rl'.liliiTle,-- ,r ..,iF,rr- t..i ra Gr.t t tJA a/co To: VAIL VALLIY MEDTCAL cENTI]n Jou No. 4 424 go plTg; 8-2-90Attn: Mr. Dan Fceney 181 Ulest Me:rdow Drive DAILY ItEpOt{T NO. SHEE| 1 0F Lvail co 81657 twolcE No. IROIECT Vail Valley Medical Celtgr parking Structurc, Vai1, Coloraclo. f,I,,\GEMENT LOCAI ION: Walls on Line G from Lines 2.7 to 5.3 and Line 3 fron Lines E.8 to G; BATCH I]CKET INFORITIATION: supruE1 Western Mobile NME IUrcHE) nucK ilo. lL47 5:48 P.M. rfcxEr No. o1l372uu oEstcN t|o. 24 cu. ,ro. I ruE lnnfvtD 4:00 P.M.-- nME Pl,fcD 4:05 p.M. l1f o,-a FIELD TESI]NG INFOR},IATION: TUE rEsT T^xoI 4:15 PM 3LUUP 3L ^rR @MElfT 3.5: wEr UMT wEclr I47 .6 pst. ^R coNrEltT 3-SIWAIER lDDo Ar SIE 10 gurPLE IEMP. 80o eln TuP.7go rbl. RBufixr qfr of 65 vd3 tN. tN..roo sPEctflclnol{s fi nn)nt stzE (rrr x 12rr CTUNOER INFOR}IATION o. oF c,.ytjuo€ris (r IIUE Cr1.lNools C ST 4:30 P.M.\r/uFttE C,\Sr On-Sitc CURING INFORI,|ATION: NrIuL culE On-Site Rao glofrrcE FtctunEs Uncler Insulatioryx.Ty,pa. o/\Tt/n!E 11 g.,,^& 8-3-90 oArE srnrppto 8-3-90 sy: S . Urton n*^ ** A6E DAIE .)rE rE5TE' TOTAL LO^D (u,5) lrl Mflr:n (,rcltr5)^ItEA(so. rN.) couP. sTR, (Psr) TTPE OF Frugrune G/IJNDERwoclft (urs) c|UNOER UNTI VIOGI fT (I.Cr) 7 1 28 z8 28 28 8-9-90 8-9-90 8-30-90 8-30-90 8-30-90 8-30-90 L5 0 r 0.00.. 148,000 186 , 0.00 186,000 185,000. 183,50O 6. 00 6.00 6.00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 28.28 28.28 5310 s240 6580. 6580 6s40. 6490 conlc4 L conical conical cqni:ca1 con/spli^t coni'ca1 oF5rcN SIREN6n{5000 Psl o 2tt DAIS tlsns At LAldUlolft Fl n:Jro|n raf |rr Lrrrl(r^]r:f, filrr rrt'l rJ,r f l3u ,rt-n(xt:i lxtl l:li olllLrtvl5f tlolto loraE w urrr^r|o o Dls ttsr ru\xu r{AY lI: PtKt\ru(, rtt olllulS. PROGRESS REPORT: Fisher P.eece Johnson Architects,tttt"t Attnt Mr. Skip Spensl;y"r1"rn Mo6ilc G.E, Johnson Construction Co., Attn: l'tr, Jack'Ihonas; llierbach Consulting Enginccrs; S. Urton T. Laudick RE[.O OBSE IVER APPRO\ED IIY Chcn€Northcrn,lnc I o 'irhdu.r? [.i!|6. o|i, 3.1-thr. REPORT OF CONCRETE TEST CYLINDER DATA REcEtvFn sEP 6 1990 At^r,uttA'r'oqGIrmdrrf:il1lfltIrEA'|od|is'|vrs.|tln''YnEsr,rf:llmr!nrDAlnf.orfr'f'|t9|.E(''fr'roffr,ifJ,l''.':.,,ro|,Jl|,^m 'x.rs'^Fr.'rr5\cnrE||r|rrGo'lI||,.J5'ItQ|l.nr|i:^,ItrnounerorrtJ.r..iri.tna-uiriirioc'ou,rII!t'|[A..JUrurU' Ulrtlll3 (ln|tr r|t'ut€ortx|; !rI' ,.:rllo ru [r rRnlr('. r "i6.- .r ulFiFlr.-. .r c..rr.ib. To: vArL vALLEy MEDICAI CENTER Joo No. 4 424 go DATE: 8-21-90Attn: Mr. Dan Feeney t 81 West Meadow Drive D ILY REPORT NO. SHEEI I OF 1 Vail CO 81657 ^NotcE No. IRO.JECT Vail Valley lvledical. Center Parking Stnrcture, Vail, Colorado. PIACEMENT LOCATION:Slablon-Grade,Lines 2 to 3,5, Ltnesr G to H; BATCH TICKET NFOR}/ATION: supruER Western Mobile TruE |rATCt1g, rcKEr No. 011692 ,,{x DEslcN l,K}.23 nuE lRRrvtD 7t28 A.M. cu. YI). 8 TilrE Pr.rcED 8:00 A.M. TRrrcr( lro. 46 7:10 A.M. FIEI"D IESIING INFORMATION: nUE IESI Tt(O.f 8:20 l|Jl{3Lrl,,/lP 2k supu. rcup.73o rut trlt.60| s c6l. REIA^K& 16 of 32 vdsJOB SPEClnCAnOtts stlMP 0_3 t't. tN. An coMrEHPl.4 ; wEr uNn v{EC}rI 145.1pd. r{R CONTOITq - 5 IW fER ADDED AI SfiE 6 CYLINOER INFORI,{ATION: |ro. oF ctlJNDFns 6 cjn noF t stzti 6rr x 12rl wltF:nE c^sr On-Site CURING INFORLIATION: lNtlul cuRE On-Site RE-D fi)nrcE r crtmEs Shaded uN.,/r{N{. D/\rE/nuE AT r,rrt 8-22-90 olE SIRfPPtD 8-22-90 ItY: S. Urton RF-I(ARXS: AGE o^ls orE IES'IED T TAL LOAD(t s) DtA,lETr"n (rr.rc]rE')NIFA(so. n.)col,tP. srn.('st)T/PE OF F IIACTUNE CruNDE I wfJolfr(uis) cru o€R UNII $aEc|fr(rcr) 7 7 28 28 28 28 8-.28=90 8-28-90 9-18-90 9- 18-90 9-18-90 9-18-90 102,5O0 105,000 6.00 6. 00 6.00 6.00 6.00 6.00 28.28 28,28 28.28 28.28 28.28 28.28 3630 s724, con/shear con/sp 1i:t OESICN SIRfNGIH 4OOO Ps| o 2A t)^Y€ fEsnf tt LXXtUtOfilt F trsatom l,|f ||l r.frrroL|:t wrnt .rtri n ttf Aslu l'f.Inlt:i llr(|3i OnlfXtftSE ]lotfD ror.t, ll{ qnr t|ol| ()|l llls ltst ftnonr l4^l . rr(m"(D lnl olllult. PROGRESS REPORT: Fishcr P,eece Johnson Architects,wnLJ Attn ' Mr. Skip SpensQ;gg51srn Mobile G.E. Johnson Construction Co., Atttr: Mr. Jack Thornas; Bierbach Consulting Engineers: S. Urton T. Laudick RELD OT}SETWER APPRO\ED I]Y tc|n {.. Gr4llJA a/eo Chen€Nolthu'n,IncI.. PrcEllrrFn o 'a,Frlu.q tnrl'bo .rnd 34l6tr.!. SEP 6 1gg0 REPORT OF CONCRETE TEST CYLINDER DATA l3^Uutlr^l'!!i'rcTl'.lo|"t|f.'T3.I|t|tnrEI['(t|f!'tr'1^|l,tlFofr'sl,li:r|,DqrntDA3rrrf4|'rfx).twfr'{Ifor(r,nc|,|.r. 'to..lrn^r$rr3m'6|rJ'nonrn',c's'rr'{.'|!|.:^,n't{'o|J||NlI(xr3Bnt.[rltol1'urEoUiti|||t|t,|^,l|l|('vl|.t,rr|i..ouurut ur{|,:t3 oDrtt lRnrrqjruns r,l[ ,a'aull ro !r ]r{Iorc. I nrii.' .. u"l ii[tle.- .r c..nFrr. TO: vAIt VALLEY MEDICAL CEN.I.III, Attn: Mr. Dan Feeney 181 ltlest Meadow DriveVail C0 81657 JOB No. 4 424 90 DATE: 8-22-90 DAILY REPOI{T NO. 5HEET lOF lrworcE No. 119!59T VaiJ Valley Medicai Center parking Structure, Vai1, Coloraclo. TLAULMLN I LgCAI ION: S1ab-on-Grade, Elevation 4\t4!41t, Lines G to H, Lines 3 to 4; ITATCH IICKET TNFORIVIAIION: supruFx Western Mobi le TIUE TATCHU) TRtrcK NO. 7:16 A.M. I49IcKEr lio. 011726 MH oEslcN pe.A-4000 cu. lo. nME i\RRfvfJ - - 'llME PLACED FIETJ TESIINC INFORMATION: TtrE lEsr Trr(Eil 8:36 Al,lsr-uup 2L NR comr-lrr 4. 7 : mr uHn wocrr 144 , 0prr. NR CONIEIr 4-6 IW rER ADD@ AT 5m (, si,rrPLE 'rEMP. 670 lrltr rup.650 rhf. norA/ * g of 22 vd3 tH. tN.JOo SPEC|flCAnOHS SUllIP1,1"*4 CYUNDER lN,'ORtutATtON lKr. oF f,YlJNDF.Rs 6 r,yl rHt)rn stzE 6rr x 12rr ruE cruNDEHs cJ\sI 9:00 A.M. wttFJre c^tr on-Sitc CURING INFORIO\TION: IMIUL cuRe on-site flnn srcft^cE flictulrLS Covered MN.,/;JAK. &nEnuE Ar liu! 8-23-90 oArE srnrppg, 8-23-90 ny: J. Hoffrnan nE,r^RKt ACEtlIs OATE IESTE' IUTAL LOAD(uE)D!|,l|EIT.JI ([{c]rE5)^,tr..{(sa. N.) cor.rP. sln. (r,$l) TYPE OFtn crune C'UNDFII wElarT(urs) 6TUNOER uNfr Y{€lGl r (PCD 7 28 28 z8 28 8-29-.90. 8-29-90 9-12-90 9-12-90 9-12-90 9-12-90 L09,50O 107,00q 6.00 6.00 6.00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 28.28 28.28 5880 3780 con/sp1it con/shear fistcN sIREflCrH 4000 Psr o2E rr^E rt.:;I:s Bt t l|n lottt l.l nsi.rtt|n rna tft aar:lx(t rr.:t irnt ,lf!,rl lTrx f ri s rrf.llilD:i trrr r=i olllurrt13[ tlolfD sorrC Nl (,itrlAtx)|| ott rrE .sI |lttrnl r,uY u. trrlMlr(t W ollluls. PROGRESS REPORTI Fisher Reece Johnson Architects,tttt- Attnr Mr, Skip Spensqlystl.rn Mobilc G.E. Jolrnson Construction Co., Attn: Mr. Jack thonas; Bierbach Consulting Enginecrs J. Hoffinan T. Laudick FIEIJ) OI]5E}TYER APPRO\GD IIf a.in $o. cr.3tlt a.rjo o TI{HAFTL. NO VaIIey lkdlcal Center st Meadow Drive Colorado 81657 .{1. Dan Feeney Flre Hydrant Flor fest DR,qNT LOCATION: HYDRANT LOCATION: TEST ESULTS: & SON INCORPO FrrrSFrrxR!Er Caxrn croro 4l ol For 8rrr.r . D${vtBCoroFAooEOelO PIloNE 13031433.3:120 FAx (00O.('3'2432 VaII l8l Vatl Attn Dear refe DATE t{l FL0l't c0N fluc 1408 The test resulls were reduced by 20? to allow the possible seasonalations. The reduced figures are: 110,4 psi static, 96.4 psi residual pm flo}ttng. Respecbful ly Submitted: o RATE August 29, |990 VAEL FBPE DEPANTMENT AFprovcd as $ubmitled Ei'lpproveO_ailtotedtr,:i;;:,',i;:.i{ g,,, j-*/ Title' ts-E-&24 a& | Da$. F3o'7o I Thl s letter vrt I I provlde record of the flow test performed for the above ed location, TIME OF TEST:May 24, 1990 at 9:50 AM Fire ilarshal I Mike l'lc0ee-Vai I Fire Department Fellpe Gerule-Upper Eagle Valley l,iater Department Nick Nothhaft-L, Nothhaft and Son, lnc. Just south o1'the building in t{est t4eador Drive 605' East of the flow hydrant 138 psl statlc, 124 psl residual, 1760 gpm flowing (110 psl pttot on one 2-1/2n outlet c=.9) L. NOTIIIIAFT & SON, INC., Vice Presldent Chcn$Nor'thenr,Inq;',.rirllr.vl Lr?n*r n.d 5.t-lhi. REPORT OF CONCRETE TEST CYLINDER DATA r3AWur'o!tGIt||todr|fs'ItfnrrE^t[,oti3l|'\,l3^tl[r'Y,rts!?':3lmiiTll|lAll|rrt'rirfN'utrnrr'rnr0l(||nct,[l{Irno.5'^l'||ll,ts.cr'rt:|,:l,6.'nrxt'lclsmou.nF'.:^,m'loounrr.rorni'.ts..iiiin,io}rrirrrrtountI|l![,r 4OU'\ITI, lI{lJS On|(t 'ntUrq|ll,|ls l,|f- r.rlto ro [l $|rlrlrc. r Er- ct rrlijifile-. d co,,,F - r''i!n rb. Cr.f,l IJA r./eo TO: TOWN OF VAIL Joo No.4 i98 90 DATE: 9_8_90 Attn: Mr. Stan Berryman DAILY REPORT NO. SHEEr 1 OF tP.O. Box 100vail c0 81658_0100 tNVotcE No. PRGJECT Addition to Vqil Transportation Ccnter, Vai1, Coloraclo. PI,ACEMENT LOCATION:Slab-on-Grade, SlaFon-Grade, Line 34 to 36, Line B to C, Line B to C, Ljne 31 tn 32, Ramp up to l€vel Level One; 2i LL7 rlcKEr No. nuE ARRI!@ BATCH T1CKET NFOR},IATION: suPruEfi Western Mobile muq( No. nuE BArcHa) 5:L4 A.M. 2L33 MU DESTCN uo. B CU. YD. g 5:30 A.M. lluE Pt/fc@ 5:35 A.M. FIEID TESNNG INFORITATION: lluE IEsr Ur<tll5:4!Alvl SLUUP$ 3/4N, ^lR @HtElIT-- JoB spEcnc^noHs surup 3-5 rN. NR coMnlJr D€I. .1 I :wEr uNr }vEcln141.2 I WAIER ADD@ AI sTTE &urPlf, TEuP. 71oAlR rElP. 40" cot. nEM^nG24 of 120 Vd3 CYLINDER INFORI,IATION: llo. oF C1IJND€Rs 4 c|nnroor gzE (r[ x 12rt IME cruND[Rs c^sr 5:58 A.M. \{HEnE c^'r on-Sitc CURING INFORIIAT]ONI lNfIuL cUFe On-Site REo sToa 6E F,rctllnEs Cure Box MN./MAX. o IElnuE ar r,rlr. 9-10-90 nrE srnpprn F10-90 sy: B. Carr RET RKT AGE DAYS DA'IE rESrE) TOTAI LOAD(tas)Dr rETrI (|l.rc1r€s),I\ftE(sa. rN.) @uP. sIR. (Pso TYPE OF NV\CIUNE gruND[R woo|{T(u's) ctuHoER UN'T W[lclJT(Pcn 28 28 28 9-15-90 L0-6-90 L0-6-90 10-6-90 112,000 159,000 159,000 L58,000 6. 00 6. 00 6.00 6.00 28,28 28.28 28.28 28.28 3960 5630 5630 5590 conical con,/split con./shear con,/sp1it OErcN $RENGIT{3500 Pst o 26 D$s tE ni ft L|I'orl^rcfi rrRlrr.rrll Ar.f ll| .ralI)n(lrr|cf, wrnl |In-l r7rlf rSIu vr,Ilnl'a l,ln I:S Otll'Jltll5{ }lOIfD s{lr.E Nlo.nArol| or llrE lf$ SUunl uaY lf PtlfiotD w oll|Lns' PROGRESS REPORT:Sanple taken frcrq the truck ,rischarge; coplEs Michael Barber Architeccure; Anderson f; llastings; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. LauCick FIELD OBSERVER APPRO\ED IlY Chcn*Northcnr,lncl TOWN OF VAILAttn: Mr. Stan Berryman P.O. Box 100Vail CO 816s8-0100 o CYLIN tion to Vai. I Transportation Centcr. Vai. I Co l otado , Sl-abon-Grade, Ljne 34 to 36, Line B to C, Ranp up to Ievel 2; Slab-on-Grade, Line B to C, Line 31 tfr 32, Level O'ne; REPORT OF CONCRETE TEST DER DATA J00 No.4 398 90- DAILY REPORT NO. ilwotcE No. mrrc{ No. LL7 llcKn }.K,. 2133MU DESICN l.lo. 5:14 A.M. nuE ^RRTGD 5:30 A.M. TluE ',.-rlrq t^gL|dr n.d 5.1-lhl. DATE: 9-8-90 sHEEt 1 0F 1 B cu. )o. 8 PLTCED 5135 A.M. PROJECT BATCH TICKET INFORIIATION: SUPruER Western Mobi le nuE UArcHE) FIEI' TESTING INFORT/ATION: TllrE IESr Tr.XRl 5: 4 5Aiv1 SLUMP 5 3/4N. .^ln coNTEr{T -- : wEr UMI \lEcHr 141 . 2 pcr. s^Ill'tf TE]JP. 71o NR TDIP. 40o .roo SPECmCAnOITS Surup 3-5 lN. AR coNTExT tr WATER ADDED Ar sm 7 r;or. nOsru<s 24 of L2O CYUNOER INFORIT,IATION: llo. oF crlJND€Rs 4 cnnror-rr srz|: 6" x ] 2rt ilME crllNDeFs G,\sr 5:58 A.M. wHEn€ c'Asr On-Si.t CURINC INFORMTION: tNnul cuRE OrrSite RE19 s1tfilcE FircttmEs Cr:re Box MN.,/t t^Jc oATE/nlE ,rr uur 9-10- rurE slRlpps, 9-10-90 Err B. Carr RElrAnK& conical 28 2B 28 9-1s-90 10-6-90 10-6-90 10-6-90 L12, 000 28.28 28.28 28.28 28.28 6. 00 6.00 6.00 6. 00 3500 P$ o 2d tu16 |IJTS U' t,{,qr^lofi' |r'Fs.|.om A,|' u |(rrn0^rr:f w 'r |''fl r.||rf l!'U |,,f'll|o.,i |,x|Bi ol||Unl;c |0rfo 90LE lMq Atxn| oll lllls tLst tttl{ t r{AY rt Pnov xD lrv olllt'|3' Sanple taken frcn\ the tmck disdnrget B. Carr T. Laudick RELD OBSERYER APPRO\GD I'f coP,Es Ii::l:i.T"li::.lil::'"cture; PCL Construction Serviccs; Western Mobile; URS Consultants; Mr. Gary Murrain; ttl,unutr.rir'IGTr.ronr!T3.I|lrF|mc^,rDqn:'t'vt:',|fn'Fn'(s.,|'3l'ti.nrDArr|rfof1q[11..-':ff|twor0,ni6{ o. narfnttr:! .rrfcr I r,rpn on r$[lcF ttn{ nQ nt GAttDtn 4OVnl||' irlrlJ:l onltl ,an rrxlfrns |,||. l.r{lD m Il $tlllltlc. ^ ir!i.,- ., rrlfliXlr.o or .onte.ir.. .orn $o. cr.tlll^ a/9O _ttall,^t lrzr't€t tr.d :<l-lt!i.tcntlNorthcnr,lncf O REPORT OF CONCRETE TEST CYLINDER DATA -' cl Tn, TOI'N OF VAIL Jor.l No.4 S9B 90. DATE: 9_l_0_90 Attn: Mr. Stan Berryman D JLy REpOFrf NO. SHEEr 1OF 2P.O. Box 100 Vail CO 81658-0100 lNVOlcE No. PRGTECT Additi on to Vail TTansportation Centcr, Vai1, Colorado. PIACEMENT LOCAITON:Crossover Ranp, Lirre B to C, Line 28 to 30.6; EATCH TICKET NFORMATIoNI suPruFtr Western Mobi Ie IME EATCHED lnrrcl< flo. 7:10 A.M. 44 ncKEr No. 2153 Mlx DEsrcN r$. C cu. yo. g nME ARfil!€D 7:30 A.trl. ]luE PLACED 7:40 A.tl!,t. FIEI-D TESTING INFORMETION: TIUE rEf T^rcE}r 7:55 A[,IsLUup 4\ tt. 5LUUP 3_5 tN. ^Jfi coMElrT6.2 : wEr uNr WE9HI -- zlR CONTRTT4_g IW IER ADD@ AI SrE sArPtE ]EMP. -- lltt lurP, -- col. Rorr^,(s: L6 of 54 vdr.rcln sPfctncJ\nol|s d- g CYUNOER INFORMATION: llo. oF c11,NoERs 4 c\1Jt.lr)En :itzE 6rt x 12rr lrMr (;rLrNDr:Rs cASr B:09 A.M. wllEnf c^sr On-Sitc CURING |NFORITI,{TION: lN'IuL cuRE: orFsite Ra.tl sronrcE r^crunEs Cure Box MN./I{N(. o rL-nuE Ar t ,,r.9-LL-90 D rE sIn|PPE) 9-1L-90 rn: B. Carr Ru{^RKs AGEot€t),TE IESIE' tut L l.o o (tDs) DIATTEIIR (fictrEs) firA(sa- rN.) couP, slR. (P5D T/PE OF rlucTURe GI1JNDER WE}OHT (LIJS) 6'tJNDEX uNlr woiar (Pcf) 7g 28A 28A 28A 9-17-90 1.0-8-90 10-8-90 t 0-8-90 102,500 6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3610 oon/sp1it DESIGII SIR€NGTH 4500 Psr o 2a D^\s rt'Ts ttt t,ltqr^rofty rrFsoa[rn |,rf |tt rar.(rto'|cf rv '| ^t er r,,^nr f ArTu rrr.ltntr l,lrlt;3 onl|-&'fE+: llol(o 3O|r( |rrlofll^lbn orl ltlt5 lLst Pilr'9{rt u Y l( tri{rvrxD I'Y onluts. Sanncle taken frcrn truck discharqe. PROGRESS REPORI: CO'IES Michael Barber Architccturc; IAndcrson I llastings; I PCL Construction Services; Wcstean Mobile; I B. Carr URS ConsultaDts; Mr. Gary Murrainl I FIELD O0SERVER T. Laudick APPROVED t}/ t!^uUnA'di'!'cFmd[rrT:t.f[n,rE^'no.'i3'|.!T-l..tIalmf'sr,{::t|,nrfrDA3n|rco''lf,t'.Jwfrr'rrr'ornc||[\no{ .rr :itlttt trtl aJtfrcl !t itt6 nn tx rlcti nou oq nt rirrrounaqul1ln, u|l|J3 onrut Mrw&rJrtxls t lt- raJnlo lo rt sntlltrc. r F6.r' cf u-l riiul e'-,, o, co..Fik ro'r l,o. Cr|ttlJ a/m o CYLINDER ',rarll^i lrtl.F.r d.f,| Sclqlhl. DATA Joo NO.4 398 90 DATE: 9-i.0-90 DAILY REPOIIT NO. SHEET 2 OF 2 INVOICE NO. OF VAIL Mr. Stan Berrynan Box 100 co 81658-0100 Addition to Vail Transnortation Center Vai 1 Col orado . , Wall Footing, Stair No. L0; WaIl Footing, Stair No. 12; TIATCI{]ICKET INFORIJATION: Chcn*Northcnr,Irre1| JOtt SPEGInCAnO|G su,ttp IN. NR IN. AR REPORT OF CONCRETE TIST 'TOWN Attn: P.O. Vai 1 PR(}JECT suPruER Western Mobile lnue( No. 100 rcKEr uo. nuE Ir TCtltD 10:35 A.M. nUE AFttrvTD FIELD TESNNG INFORMATION: nME IEsr rrxs.t 11 :O0Al4sLUup 5k 2164 MX oEslcN 10:45 A.M. r.lo. A cu. YD. I I]ME PLlcs' 10:55 A.M. corflwr6. B CONTE}IT : wEr uN|T wElc l -- I WATET ADD€D AT SIIE PGi.s^llPtE TEIJP. 72o t^ta TUP.60o Gol. nA,|ARt(! CYUNOER INFOR}IATION: NO. OF C.YlJNar€RS 4 cYl,ltoEfr stzE (ttt x 12tl IME cruNDERs c^sf 11 :l-5 A.M. wttnE c^sr On-Sit CURING INFORIVT,ATION: tNlIUL CURe OrFSite RE-D sTOruCE r^CtUnEs Cure Box MrN./lJ X. o/\TflnuE AI t^r 9-11-90 0A'rE $R|PPq) 9-11-90 of: B. Carr 7B 288 288 2BB 9-L7-90 10-8-90 r.0-8-90 10-8-90 28.28 28.28 28.28 28,28 6.00 6. 00 6.00 6.00 3000 Pso2o D Ys |I.srs gt LAoqrAtgIY arrmn lrrn. l r ||r a{r:(r'r(xrr:[ tlnr rrt purf, <|u |l]-llloati l,ln |j3ii olllutlll5{ llolfo 9Ol[ Hfu$r'Alro{l ofl llllS ltst Rtno{tl UAY tE ttlovltx, fi olllt S. Sarple taken fncrn trucJ< disclrarge; B. Carr T. Laudick RELD OI]SEfTYER APPROVED ITf CO'IES Michacl Barber Architccture: Anderson G llastings; PCL Construction Services; Western lvlobile; URS Consultants; Mr. 6ary Murrain; A!^Ur,n[F'r'.ntcxtD.Ir'flnrnItEr,{'olnalt.vT:!.,|l'i'mrrfs^'f!i|'rrfit||'Asn|rco''rf[wFtlG.',ttY0r(x|n||[id.\ntt or srrFvrtrrs rirr:t trirrF on rtlu.;rl tttlrl an 4crnnrrrt ':ounIID Ut|rl-ts ortttl fan^rott[lrl3 lnt ,ajnto ln trl wlillltrc. ^ E*' or ,- | rliif-l ".-- or .6r.r,r.. tc6 r,.r. Caf,l IJA a/eo , *CltctttlNotLhcnr,lrrl 'ar&rl,'!l lrtl,r-,t ldl .'<l-tlht. REpoRT 0t- coNCR[TE TEST cvtfruoeR o,a,ra tt^u(mwFnrmcrtoc||''lTs.I|t|'tIrtE!{'(t|ml|w-'||Inr'Yrfs^,[::\trri!n'r'All||fc0|'rl,f[lu||fl.'trnfrYlx at gtlnut.rt aort:t6rt6 am tItn.,ts rnoq.n llcrtoDE 4our.llllD u|lr 153 on[f ArrwEr-l,trals Anf. ten|-D fo Ir $nrlrc. r 'renr,- .r ,-l rlii{l e-. or .d,r.,,L. aod iro. cl|f,tlJA a/to To: 'rot{N or VAIL nttni Mr. Stail Bcrr)man DALY REPORT NO. SHEEf 1 OF 2P.O. Box 100 vail CO 81658_0100 lNNolcE NO. PRG,ECT Addition to Vfli.l Transpor:tatjon Ccnter, Vail, Coloraclo. PLACEMENT LOCA]ION: -Crossover Ranq>, Ljne B to C, Line 28 to 30.6; I]ATCI.| T]CKET INFOR}IATION: SUPruER Westcrn Mobi le NME IrArcflED rnucK o. 7:1-0 A.M. 44 rcKEr No. 2L53 MX DEstcN no. C cu, vo, g nME RHTVEI) 7:30 A.M. lrME Pucs' 7:40 A.M. FIETD TTSI]NG INFORMATION: nUE r5r TAXEU 7:55 AI{5LUuP 4\ [t, JOB SPEctnCAnolG surMP 3_5 rN. /!R CONrElrI6.2 ; WEr UMr WLrCI tT -- rJR CONTE)rr4_g r WAIB ADD[! AT SITE pct. S frPlf lOlP. -- Allt ltl,lP. --p cor. nounrcs 16 of 54 yd3 C11JNDER INFORI"{ATION:rtt. oF c,t tNrxRs 4 rx nrorn srzr 6, x 12'r IMr_ cnlNDEHs oL5t g:09 A.M. ultFJtE c^sf o -Sitc CURING INFORh(ATION: lNlIuL cuRe on-Site nE-D storlfcE FActLm€s cure Box MIN.,/M (. D\rElnuE Ar r.,{r9-11-90 Ir^|E Srnrpptr) 9-11-90 Bt: B. Carr RElr RKs AGE DAl1s DATE rE$ED lmL r.oo(rrs)ourrnf.rl (rrclrEs) 'IEA(sa, [.1.) couP. sln. (r,3t) T/PE OF nuctuttE CI1JNDER wEloafr (Llrs) cruHDCR ut{rr wEcJ fr (F'^cr) 7n 28A 28A 28A 9-77-90 10-8-90 1-0-8-90 10-8-90 102, 500 L37, 000 138,000 136,000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28. 2B 3610 4850 4880 4810 con/sp1it con/spIit conical conical oEstcN STRENCTH 4500 Psl o 2d n JS rt5l5 lty l]rlxruto{tt t't '|-sarllrn. l,|f tfr r(r {r+rc w'rt ra.Fr; rlf rsrv vr-ItnDa tllxrj3 olllur 13[ lKllf,D SOXc lllr on|. lloN ol.l t|llS lLsr tllqofil ltY ]f lfluvllxD ItY olllLBS. PROGRESS REPORT: San'crle taken t'rcrn tnrck discharqe. coP,Es xi:::::"T.li:l.iilll."cture; PCL Construction Services; Wcstcrn Mobile; UllS Consultants; Mr. Cary Murrain; B. Carr T, Laudick RELD OBSE{VER APPROVED IIT '4rall,^? ln?l,|-.r n.x, Jar-rlht.-Shcn tlNsl'[11s1' 1 1, I r rn oo REPORT OF CONCRETE TEST CYLINDER DATA TO:TO*N 0F VAr L Joo No. 4 398 90_ DATE: 9-10-90 Attn: Mr. Sran lleffyrnan DALY REPOI-{T NO. SHEEr 2 OF 2P.O. Box 100 Vail C0 81658_0100 tNVOtcE NO. PRGJECT Addi-tion to Vail 'lr;rnsport at i on Ccnter. Vaj 1, Colorado. PLACEMENT LOC^IION: lJa11 Footing, WalI Footing, Stair No. 10t Stair No. L2; suPruER Western l{obi Ie lnt cx tto. 100 lcxrr no. 2164 Mrx oEslcN lo. A cu. yo. B rlME BArcHED L0:35 A.M. nuE NrRrv€D 10:45 A.M. IIME PtlcED l-0:55 A.M. I]ATCI{ T.ICKET INFORMATION: FIELD TESI1NG INFORMATION: TfME TEST Tx<tX 11 :00AM5LUuP 5k ul. ArR cotrEr{T6. B : utT UNll wuc T -- pct. s l,lPLf ILttP. 72o AJrt 1ElP.60o JOll SPECInCAnONS SUJllP3_5 tN. AR CoNTeln 4_g f WAfER ADDc! AI sm 2 Got. no,0{fiI(S CYLJNDER INFORIJATION r{o. oF GIIJHDERs 4 rin mDEit stzc 6rr x 1 2rr nME c/uNoEH$ c/LsI 1L :15 A.M. uttE tE c^sT on-Si tc CURING INFOIIIT{ATION: lNfiuL cuRE On-Site nE.D stonrcE F/\ctrrrlEs Cure Box MIN.,/MA(. o rtnuE Ar r,\8. 9-11-90 DAIE SIFIPPEI 9-11-90 tt/: B. Carr ROTA8K& AGE T)AYS ()^IE IESTE, TgrAL r.o D (LDs) or MEIL'I (rlKlrEs)NlfA(sq. rN.) corJP. 5m. 0|50 T'PE OT nlrcTURe CI1JNDE I w€roalT (Lrrs) crulrofjl UN'T WE)cr{T (Pcn /D 288 288 288 9-77-90 10-B-90 L0-B-90 10-B-90 79,000 113,000 112,500 112,000 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 2800 4000 3980 3960 conical conical Con,/strear oon/shear OFSIGN 5IREN6I11 3000 PSt o 26 D{tS rl5t:t ttf ulxtr^tofiY rll ns.rfin |nf |'l ,.r: (r r4f wntl rt{'l rJr|f 'itv rrf.nrt.t:i llt4l=' onlrrTfiif llolfo s{rnE llr oruallofl otl lltl3 ttst Rtt'oBr u Y tL I'l(lllDfD t'' ollltrj' Sanple taken frcrn truck discharge; CO'IES Michacl Barbcr Architccturc; Anderson f, Ilastings; PCL Construction Scrviccs; Westcrn lvlobilc; URS Consultants; Mr. Cary Murrain; B. Carr T. Larrclick FIELD OI]SEF/ER APPRO\€D TT ls^ulmu|m(mcTrHm.Ir'{s.Tl|l'"ltttE^'o0,|l|t't.v-!,||.ItrT'(r5,n':''t|mitl|1'All||lf4|'|.'|''M.ft|r.f'?rr,f.r,nc|ltm3.no or n.rrrttrrs. rorrttrirrG on rxlt/f;lstounlrlD urqtss ollltl |,trwloajrlxls lJn rarn lo lo lll wtlllltrc. ^ 'rEnr' i'. tr.l f tir-.f -l e'-+ or co.nr.6r.. ,od r,i. Cu(tlJA a/to '4iEllt.4 In.ll |-r. nnt :r;r?nt.l.rcntlNolthcrn,Ilrc oo REPORT OF CONCRETE TEST CYLINDER D,ATA CI TO:.fOlVN OF VArL Joo No- 4 398 90 DATE: 9-11-90 Attn: Irlr. Stan Bcrryman D tLy REpOI{T NO. SHEE1 10F 1 P.O. Box 100 Vail CO 81658-0100 lf{volcE No. PRGJEGT Addit-ion to Vai i Trarrsportat iorr Ccrrter. Vai 1, Colora(lo, PI-ACEMENT LOCAIION:Deck Topping, Level 3, T-eveJ- 2, Ljne B to C, Line B to C, Ljne 30 to 31; Ljne 31 to 32i MTCIJ TICKET NFORMTION: suPruER hlestern l"lobile rnucx r.rc. 119 ncxET I'ro. 22LL MH DE$rcN |Jo. c cu. vo, I nME I Tct{ED 10:54 A.M. nuE l8nrlED 1].:08 A.M. TtuE PUCED 11:20 A.M. FIELD TESIING INFORMATION: TruE rrsr rrxor 1L:30AMsluup ^nr cor{rt r{r 6 . E wtr uNrr wEctrL3g . B ^,R CONTE}rT 4-gI WAIEn ADD@ AT StlE p€{. SAIJPIE IEMP. 73o AIR rDrP.7Qo 14 cor. REtf^Rt(s 24 of 64 vd3JOO SPECnCAnOITS sUUP 3-s tN. tN. (rlr CYLJNOETI INFORM^TIO['1: lKr. oF ctljxofns 4 cYl ftorR ];tzli x l2rr 11u[ crlJNoE rs oLsr ]-1":42 A.M. w]tFJrE c^s1 0n-Si tc CURING INIORIJATION: lN[uL cuRE orFsite no.D storucE FlctunEs cure Box MtN./r{ x. o TElnuE AT wr 9-].2-90 {r rE srn|PrfED 9-t2-90 Fr: B. Carr RE}r,\aKs: AGEots txlI IESIE Tgt L r.o D (urs) UAr/flFJI (rlrclGs)^,lr(so. nr.1 couP. sTR. (r5l) TYPE OF TITACTURE C)IJNOETt wE)ollT (Lrr5) cTHDCR uNtt wt'lc|rr (Pcrl 28 z6 28 F18-90 10-9-90 10-9-90 10-9-90 r29,000 l_56,000 l_50,000 154,500 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28,28 4570 5520 5310 5470 conical conical coni€1 conical NES|GN SIfiENGIII 4500 Psl o ?6 D^16 rtilB EY l DqlArc8Y r|n'tftotll Mf lll larnrl0 rtt wtlrl ^t{lr,rnt t rsll't l,F-I Ktm l'ln tjii OllltJtllt3t ll0ltD so{f |rll ulra l|()tl oll lllts ltsL|ttrofil r{ Y x fno4D(o ur ollluls' PROGRESS REPOKT:Sanple taken frcrn truck disctrarge; coP,Es xi::I:"T'llr"iilll'"cturc; PCL Construction Serviccs; Wcstern lvlobile; UllS Consultants; Itlr - Gary Murr:rin; B. Carr 'I . Laudi ck RELD OI]SEJWER APPROVED DT |3|Utmu|.nr'tIG'r'.'l'.tf'tF.IrtfitIrE^,nG|i<t|l!l|t!r.,|fltm'fEr'i::|r|nr.ntnAlilli.l4''1rx|,ll^l'.non .t <tarturt.ra fnrrjt t?irtrE on Gln^ctl I(rvnint ur4t-!s on( lrrtA'€rlyurls r,ll. r,ft lo lo lll ${lllllc. ^ 'qr' ot rrl rfiH-le* or co6r.,rr.. .i,nt P.r. cvtl tJ a/CO o CYLIN TOWN OT VAILAttn: Mr. Stan Berryman P.O. Box 100Vail CO 81658-0100 PROJECT cli t ion to Vai I Tran s at i. orr Ccrrter Vai. 1 Co l orado . B to C, Line 30 31, to 32; I]ATCH TICKET INFORIIATION: SUPruFI Western Mobi le NHE ITATCHED Ded< Topping, Level 3, I-sreL 2, Line B to C, rnuo< Ho. 119 l-0:54 A.M. Line Line ChcntlNorthcr 'rt,ln1 REPORT OF CONCRETE TEST6".d 'a'allr'? h?lx. ...1 3<l-|,.t. DER D,A.T.A Joo No.4 398 90. DATE: 9-11-90 .DA,ILY REPORT NO. 5HEET 1 OF lr{votcE No. to 31; rtcxEr No. 22LL MX DEstcN nuE ARnrvED 1.1:08 A.M. lro. c IIUE PLTCED cu, )o. 8 11:20 A.M. FIEII) TESTING INFORMATION: ruE TEr ru<ou IL:3OAMsr_uup JOO SPEGIF|CAnOII5 sujuP 4 rN. 3-5 tN. atR coHTUrr 5.lE wtr uNn wnct[139.8 AR COr.rTOrT 4-gI WerER AOD@ AT S'IE 5ArrPLE IEMP. 73" Ain rErP.7oo C1TJNOEII INFORT,6TION: rto. oF cylJNoERs 4 r:nDJDEtt srzr: (rtt x 12rr ltMr cn,NDERs orsr 11:42 A.M. wHERE clir 0n-Srtc CURING INFORI/ATION: 0flul cuRE Or-Site no-D srDR cE F c[tng Cure Box MtN.,/M,t\. oATEnuE ,rr wr 9-12-90 Ir lE stRrPPu, 9-12-90 F: B. Carr REIT RX& conical 28 28 28 9-18-90 10-9-90 1r9-90 10-9-90 129,000 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 OESIG|I SrRfl.lGTH 4 5OO PSI o 26 oAts lE;ns rt ulxn rorr nfns.trtrtr. ^na lrl krrn(xEl t/tnt rt'n t:^rr f A:ltv r.rtllitlrii lr,lc33 ollltjl{ltf- lloltD 30ll[ llltuDl l|on oll ll1t5 llsr tttFonl ruY l( rfi''/lt'(D trf olllulS' Sarple taken frcm tnrck disctrarge; B. Carr T. Laudi.ck FIEI.D OI]SEfi'VER APPRO\ED TT coPrEs xil::::,,T'ffi:.ffii1'"cture ; PCL Construction Serviccsl Wcstern l"lobile; URS Consultants; Mr. Gary Munain; t9^Uunulmq[cTrfrDnr[':t.I|tFt|6E^,||'o|,ml|\/tv!|tt.nrN'rrF'rrl('rr,intDA!|||ff.''|0fl,fu|..itrr|..rrrrr?!iL. tr gt wltt r!, caI6 tr,rrfti or rxln!:f: t$f .rt ttlcurtrxtqout'tt|lr! urrltJs (mrt"| |,ltulrl.l|l.tns Art raJll l o to [l $rlllltl6. ^ -n- o. rrlrl[j-]c.-r or .6.rFil- t.r!n rb. cr.tl tJA a/eo -. CltcrttrNortltcrtt,lttc .,,.E,u^?,n?',-.!.6., s.,,,,,.,.a a, Rt*, oF coNcRETE TEST cylfr.roEn DATA !'unoct r 5rg$ TO:JOr,r NO. 4 398 90 DAJLY REPORT NO. rwolcE No. Vai1. Colotado. DATE: 9-12-90 SHEET 1 OF TOiVN Attn i P.O. Vai I OF VAIL Mr . St an Bcrrym:rn Box 100 f'\l PRGJECT 'fr.ansrrortat i.on Ccntcr . c0 81658-0100 Addition to Vai1 PLACEMENT LOCAION: -Crossover Rafiq), Level 4 to 5, Line B to C, Lhe 34.2 to 36; IIATCH TICKET INFORkIATION: SUPruER Western Mobi le nuE E TCH@ 2223 Mrx Drrlcu No. C cu. w. B 5:20 A.trl. TIME PtrcED 5:24 A.M. rnucK N0. 100 5:1.4 A.M. TICKET NO. TIUE ARRTVID FIELD TESTING INFORMATION: IUE rEsI r xE 5:30j\li{3LUUP 44 N.pcf. S,AI|PLL TEIJ['. 71o AIR 1I/P.40o 4 cot. nnr,rnxs 16 at 144 YdJ NR coMrt'fi 5.0Fv{Er uN|T wt]cilT143,4 JOO SPECnCAnOITS sLluP 3-5 rlt. NR comor 4-& wltren AIID@ Ar strE CYUNDER INFORI.,{ATION:ln. oF cnjNoEtrs 4 c.n nrnrR srzf (r|l x ].2rr llu[ cruND[ns o\5T 5:45 A.M. wlFJlE L^.*;r On-Sj.tc CURING INFOR},iAT|ON: lN[uL GURE OIFSite F1E-D srorr^cE r ctUTtEs Cure Box Mhl.,/Mru(. MTE/ltuE ,rr wr9-13-90 Ir^IE sIRlPPs) 9-13-90 rt: B. Carr R$Wrxs AcE tl^)is OATE IEs'TE) TOT^L I.OAI' (urs) Dt^rafl Et (ll'rc Es)^,lEA(sa. rN.) coup. sTn. (r'sr) T/PE OF frrAcTUnE cn,HDot wE crrr ( LrlJ) crullDrnu tr YJoG|{r(rct 7A 284 28A 28A 9-19-90 10-10-90 L0-L0-90 1G-10-90 119, 000 136,000 137, 000 _140,000 6. 00 6.00 6.00 6.00 28.28 28.28 t6,zo ?8,28 42tO 4810 4850. 4950 con,/shear conlshear confshear conf shear OFSIGN STRINGIH 4500 Psr o ?o ll,r)6 rtJ:rs {tt t^txtt^totlY rarasatl,n ,(.ll t'| Lrllr{}^rrq wnl ^trl EArrf r51ir UF.Il|(}ttl lltll|js ollluoiT it uolEo sorf Dnoll^llolt oll llll5 llsr tnr\onl t{ Y l[ ftKtltx, ItY olllLlls. PROGRESS REPORI:Sanple taken frcrn truck disctrarge; cOplES Michacl Barber Architccturc; Altdcrson & I las tings ; l)CL Construction Services; Wcstern Mobile; URS CoDsultants; Mr. Gary Murrain; B. Carr T. Laudick F]ELD OB5ETWER APPRO\ED I'/ ^sAqm4''wrfcIrrI'rtr'Ts.n|lF|nEr,roG''l3t|'r4..\,lln'rwF|''r1mvrtl'.'A.t'l|rcor'1rxrftl^t.-'.lt<norr (r St^rtlrt rs. atDrtnrrirrrs or rxtrrrct:l mQv oi rt GrrrDrrm iovnt_l.|r urtr-ts otlltt |Jrn }E|Jrufrs l,it |.rnlo ro or !r llf6. ^ turrrF ., trrl lllll l!.,r.r o{ coRr..rr- rrnr .ro. Cract lJ a/to '.ralun.l l,rtl,br. .nrl s{r-n,'tr . Cltcpd)\s1'[11s1'1r I"^ , ' ot*, oF ..NCRETE rESr .,,?*or* ooro TO: TOWN OF VAIL Attn t lvlr. Stan BcLryman P.O. Box 100 Vail C0 816s8-0100 PRGIECT Addi tion tg Vail Tr:ansportation JOt' NO.4 398 90. DAILY REPOF{T NO. rNrvotcE No. Vai 1 , Co I orado . DATE: 9-12-90 sHEFr2 OF2 Ccnter, PLACEMENT LOCAI'ION:- Crossover Ranp, Level 4 to 5, Line B to C, Lhe 36 to 39; IIATCH TICKE-T INFOR},IATION: suPruER Western lulobile rRucx No. 117 ncKEr No, 2235 MH DEstcN l.ro. C cu. yD. B nuE IAICH6) 8:40 A.M. nUE RRI!@ g:49 A.M. lruE PI^CED g:56 A.M. FIELD TESI]NG INFORMATION: IluE lEsr Tlx€N g:06jw sLUr/P 3\pct. S uP|'I IE)/'I', 72o Allt rulP.60o 16 thr. nnanKs. 112 of 144 vd3 ^ilr corilEr6.5 ; wEr uNrr wEclrll39.s r{R COMTENT4-g r wAfEn ADD€D At Sm tN. lN.JOB SPECtnCAnOlts suruP ^ -'t-:) iluE G/LTNDIHS C,\5T 9:15 A.M. wtenc c^sr On-Sitc CYUNDER INFOR}/ATION: uo. oF c.yl.,NoF_FS 4 (in l r)r:,r sz|: 6r I x I 2r I CURING INFORIIATION: l|llrlAl cuRE On-Site flEo 5torlr6E FircllmEs Cure Box MIN./MN(. olrt/nuE ar wr. 9-13-90 Ir lE SIRIPPE) 9-13-90 r/: B. Carr nE.rA K& AG€ |)^16 DATE IESIED TOTAL I.OAD (uls) DlTMEIT,N (nclrEs)AREA(sa. rH.) couP. $n. (f5r) TTPE OF FII,ACTURE c./LINDER wElollT(urs) Cru}TD€R uNtf wFjcr tt(rcl') 7B 28B 288 288 9-19-90 10-10-90 10-10-90 l-0-10-90 117,000 .151,000 _134,000 131,500 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 4740 4640 4740 4650 con:ical conical con/ shear con/ shear oEstct{ stRfNsm 4500 Psr o 20 tr \T rErs gf tArrfiArorr ftnT.rlrltl. lnr Dt a{tJ} t(r+rf wlnt lFn rrflI a<1s l,trtK)lr6 llnui$ ollltrmEt' lloltD so!f, llllo{lll^l|oll oll 1116 ltST Rtt'o{rl UAY tf fR(rvllxt |'f olllul3' PROGRESS REPOKT sarple taken frcrn trucJ< discharge; coP,ES xi:lill'T'Hi.lil:l'"ctufc ; PCL Construction Serviccs; Wcstcrn l"lobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudi.ck FIELD OI]SERVER APPROIED IjY ^slUtmrA|ml'rcrr.mclr'rTs.l|t.F|l|lcr,Do'r3.|.\Jt'\,|lI'mnIs|'[st,nnfFl|'Att||.f4rir,|'|'w'1ol'''ff.,rrr,rct'.l[:\nox (r <rr$rrrrrt crrrcr IEDF on rIrEfcls rioq atr itc rorrrtl0vntnl, urnlJs on|Ui,nfl rq.tlrls,rrf ,aJlt fo to rt aln[rc. a 'ri.r- 'r rrl tlil-flr"- or c6Donr.. ro.tr rrn Cr|CTIJ l/m ChcnSNot'tltcnr,Irrc , ' 'olto, oF ..NCRETE TEST arRou* DATA rr"'-.'r 'ni' k'-u''' rt^r{mulrrrr'rGItxmnrr'Ts.r'|(rr''rE^,Dlih31t!l:!,|lnlmfsln::l'|,r^.n'nAtn|rci|'lo|l.|w.fr|(yrlntY()rrvw .t nlrfrtFrs, crrrrqt trirrr3 o[ rttnlcil mov dl nacrrltto iol,nr-||D urrrlJs on|tjt ^ntuast}rtlns !n, rrtn l-o lo lrl sHltlr;. ,r r'*- 'r rl.l rlirTlr.n. 6r Gohlo,rr.. r.d rr!. cutl tJA a/eo TO:.I'OI1IN OI: VAIL Attn: Mr. Stan Berrynan DAJLY REpOI-{t NO. SHEEr 1 OF 1P.O. Box 100 Vait CO 81658_0100 tNVOlcE No. PROECT Addition to Vail Transportation Center. Vai1, Colorado. PI,ACEMENT LOO\TION: Roof Slab, Stair No. 4; Level- 3, Walls, Stair No. l-0; rnr,cr( No. 46 l-2:52 P.M. {TATCH TICKET INFOR},IATION: SUPruFX Western Mobi lc ncKEr No. 2632 Mx DEstcN No. A cu. )o. I TIME EArc'IED nMe 8firlED L:09 P.M.nME Pr.fc@ 1:16 P.M. FIELD TESNNG INFORMATION: l|UE lEr 7^t<ttt Lz22 PM sLuup 24 n. an coNlEltT 5.9; rvrr uNr wEGr rr L41.9 p"t. s^IPLe TEMP. 69" AR rEuP.soo JoB SPECHCAnOI|S SUtUp 3_5 tlt. AR coMrg\rT 4_gI WAIER ADDfD At Sm 3 e,or. RDT/ffXs CYIJNOER INFOR}TATION: Iro. oF ci/l.tNoERs 4 r,Yl tttDflt stTr 6rr x l2tl jlME crunDors c.,rsl 1:30 P.M.wtlfif c.\5I 0n-Sitc CURING INFOII}.IAflON: tutul GURE On-Site RE-D sroqrcE F/cruTtEs Cure Bolc M1N./MA\. o rElnuE 1T r..,ra 10-4-90 o lE srRtppq1 10-4-90 Br: B. Carr nEranKs AGE t)^'rs NAIE TESTD lql^|. r_o D (tDs) DU!EIFJI ([rclrr5) IiEA(sq. tN.) couP.sln. (Psl) T'rl,E OF trucTUnE c'ruNDot woosr(us) Cr1.,lloftl uNtr vfmfr(l,crl 2B 28 28 10-10-90 10-31-90 Lr31-90 10-31-90 .107,500 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3800 conlsplit OTSbN STRENGIH PSt o20 DAls3000 IIJTS Il/ t OO,r 106l ltfR.f|.l||rl. 'rl ||r a.r.o.l(vrtat- t'.ltl lt'Pl El'| f, r-tlu r,',lrloDli llrluis olrtl-,llYl:lE tlolfD lorat ulloltrr tbtl oll lllls lLSr Ftttofil |rAY fi: Pllwl0(, ur ollluls. PROGRESS REPOKI:Test sa$ple taken frcin truck discliarge;Purp in use; CO'IES Michac1 llarber Architccturc; Anderson & llasti ngs; PCL Constnrction Services; Westcrn ltlobilc; URS Consultants; Mr. Gary Murrian; B. Ca:r T. Laudick RELD OBSERVER APPROVED t'Y Chen€Northern.lnc Corsullrng Engineers and Scicntisls 5080 R@d r54 Glenwood Spnngs, Colorado 81 601 MR" GARY MTIRRIAN Chief Building Official 75 South Frontage Road Vai1, C0 81657 'E ChcntlNortltcnt,lrtcl O .,e,,,,, r,?,,E,..nr, s<,-,,.(. ,^,l,S}} REpoRT oF coNCRETE TEST cyLINDER DATA .: a p -, :,.., i; t.' To: -- Jol,J No.4 39ti 90 DATE: 9-12-90'l'orvN 0F vAr l, Attni Mr, Stan Berrytnan DALY REPORT NO. sHEFf L 0F 2 P.O. Box 100Vait CO 81658-0100 lr.ryolcE No. PRo,EcT Addition to Vail Transportation Center, Vail, Colorado. PLACEMENT LOC.ATION: Crossover Rarq>, I-evel 4 to 5, Line B to C, Line 34-2 to 36; BATCH IICKEI lNFORl,,lATlON: SUPruER Western Mobi Le rnuo( Ho. 100 5:14 A.M. TCKE-T NO. nuE Annrv€D 2223 u DEstcN M). C cu. YD. B 5:20 A.U. IluE PLrc@ 5:24 A.M.nME OArcHq) FIELD TESTING INFORIvIATION: nuE lEr T r(E}t 5:3olM5LUuP 4\ tN.NR @NTUfi 5.0;vtEr uNlr wEclrr143.4 AR compr{T 4-8r waren ArrDg, Al 5m pct. Si\!PLE ][l,|P. 71o AJtt IEIP.4Oo 4 *t. nanrnx* 16 at 144 1d3JO0 SPEc|nC nol6 5LUUP 3-5 tN. C.ilNDER INFORIyIATION| no. oF cnjltorns 4 rfi lfDrrr :itzr: 6tt x 72'l 'llu[ crL,ND(8S (:Lsr 5 : 45 A.M. wHFJtE c^sr 0n -Si tc CURING INFORMATION: NnuL cune On-Site oAlE srRrPPs) 9-13-90 RELD SIOflirGE FIC[me3 ttY: B. Carr Cure Box MtN./l{ x.o,rrT[AluE ar rc9-]-3-90 NDI/\RK5: AGE o\Ys t)^rf IES-TE) T TAL LOAD(us)DI,AMEIEN (rr.lclEs)NlF"'{(sa. rN.) couP. sTn. (PsD r/PE OF rn/€TURE (,*ruNOFR wE oalT(urs) C'UNOFN uNrr wt]c+fr (r,crl 7A 28A 2& 28A 9-1F90 l-0-l-0-90 10-10-90 1G-10-90 LL9,000 6. 00 6.00 6 .00 6. 00 28.28 28.78 28.28 28.28 4210 con/shear nFx:N qrnr-rJ.rn.r 4500 Pst o ?o t}A.t6 rIJTS Cf Wxti^tolrt |.frg.rorn |'n |.t tal:(r|(]^rt:f, tt'nr ft'l L.r,r t ^rJU -rrfjtloos llrlllf,s onlu|llt{ llolto lonE rtrt ottl rroN otl ittrs ttsr ml\trt u Y tl. rrlvlD(-D fi olllLm' PROGRESS REPORT:Sanple taken frcrn trucft discharge; .-oprFs MichacI Barbcr Arcltitccture; Andcrsotr & Ilastings; PCL Construction Services; Wcstern Mobile; URS Consultants; Mr. GarY Murrain; B. Cgrr T. Laudick FIELD OI'SE TVER APPROVED I'T {!^U(m4'r'r'EcIIm.ir}ns.TltCF|[|r^'|nGli3'lv.-!|tInlmntsl'if:.|Iqqrrr'A.itr|.t4|'|.,'|nr|...'|r(frfnri .r <llttlltrtl i"orrcl I tirt6 ot rxltrclF iour.||t.nJr u'|lt-13 on|ft |nn t€a]rulls ^rrt |..,tl[o lo lrl *llllux:. ^ Er{' r, rr'. I iiiHl r'-. cr co6ro.b. tr.rn r|o. Cr.tl lJ a/eo ChcntlNortlrcnr, Inc|. TOl.|lN Attn: P.0. Vai 1 PRG'ECT OF VAIL Mr. Stan Berryman Box 100 c0 816s8-0100 REPORT OF CONCRETE -4r&lu^1 Lr?|,|3r n..t s.kntrr.v TEST CYLINDER DATA JOo NO.4 398 90 DAjLY REPOTff NO. [.ivotcE No. DATE: 9-L2-90 SHEFT2 OF2 PTAC tion to Vai | 'l'ran snort at i on Ccnter Vail. Co I orado . Crossover Rarp, Level 4 to 5,Line B to C, Ljrte 36 to 39; BATCH TICKET INFORT/ATION: SUPruER WesteTn Mobi 1e IME ITATCI]E) TRwx No. 117 B:40 A.M. IcKEr No. 2235 Mtx nuE ARRTWD 8:48 A.M. No- C cu. YD. I TluE PL/cu) 8:56 A-M. FIELD TESTING INFORMATION: lruE TEst T xEN 9:06juvl sLUuP 3k tN. iln corrrFir6.5 ;wEr UNrI wEclr139.5 pct. s^r/Pl,€ 'ttYP. 72o AIR rE!P.60o JOB SPECIF|Q{flO}IS SUJllp a_r tN. AtR COIITENT, _o I WAIER ADDID AT SlrE 1 6 Got. ft0,rAffK.S. CYUNOER INFORI,TATION: ro. oF c.rlJNDF.Rs 4 r,Yt Dlrrn srzr 6tt x l2'l Itur c/LlNDtRs cJ\sT 9:15 A.M.wlIOIE c,\if On-Si t CURING INFOR[.lATlON: INIIUL cuRE orFsite Ro.o srorucE rlctlmEs Cure Box MtN./uN(. o,rTE/nuE ,,rr txl. 9-13-90 (r^lE sIRlPPs, 9-13-90 sr: B. Carr RErl^nK* conicaltt3 288 28B 28B 9-L9-90 10-10-90 10-10-90 1rl_r90 117,000 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 4500 r,st o 2a o^r€ lLTs w tAr('uloftr ,T m.t|r.tl Mf tll a{r:(,ltwrg[ ffnl ^t'f'! tTrrt atlr/ vr.lrrtoii l,tll tf,s on|t,t|Lil: nolfo sorrt [], onrr l|oll oll llllS l[5r Bt Fonl uY tl( |ltKwltx, uY olllulS Sanple taken frcrn truck discharge; B. Carr T. Laudick FIELD OI]SEII/ER APPRO\ED TT cOplES Michacl Barber Architccturc; Anderson fi llastings; PCL Construction Services; Westerrr Mobile; URS Consultants; Mr. Gary Murrain; t3^UUnqF.n''rcTrfmqr{I3'l'tt'.1Et^,m|m'l'vl1.,|lIrrnrt':rrnr'.ir'F,f.llDAltl|f(o'f|tJ.',lwF|roFt'tfrrf ar srlFut tars arlfrt tr.rr6 on fIlDr4is mov arn nr carratrrliornllru urtlls:t on|tt rnAAroDrult l,tt rl-Jtlto lo |tr rl{ |lrc. ^ .-,rrt- ., r-lilrH I e.-. .'r co.npoir- l.|tn rr.. crCrlJA rno TOr 'l'glyN OF VAt L Joo No. 4 398 90 DAT[: 9-13-90 Attnt ltlr. Stiln Bcrr:ynriln . D tLy REPORT NO. SHILT 1 Of- 3P.0. Box 100 Vai l C0 81658-0100 t fvolcE No. PROJECT Addition to Vai.l Tt.flnsporl:at:ion Ccntcr, Vail, Colorado. PI.ACEMENT LOCA]ION:Level One, Sl-ab-on-crade, Lj-ne AO to B, f,ine 30 ta 34.2i lrATcH ltcKEr NFORlitATtori: sUPrum l{estern lntobi lc nucK ilo. 100 6:08 A.M. lcxET r{o. 2248 MX DEStcN r.to. B cu. lo. B nu[ dtRrvTD 6:20 A.I{.nUE Pf,Acu) 6;22 A.M,.nuE rAlc g) FIELO ]TSTING INFORMATTON: nuE rEst T lclt 5:2BAM sLuup 4k tt|. Ir @frTE]tT -- : wEr uMr m]c|rrL47.0 pcr. s^rtptf, l[],tp. 70" ettt lDrP.AOo JOo SFEClnGAnOl{s su,up 3_5 6,r. AR collTExr6 _g I wArut rDDCr, Ar Sm g cor nor /rx& llM[ rnjNDll]ts c"^sr 6: 40 A.i"l.wlltlr o{:; | ()n -Si tc CTUNOER INFORI"T/\TIONi r|(,. oF cn.lNDEfrS 4 cJ1trut)r|1 !itz[ 6tr x L2t' CURING INFORIV{ATION: tNttuL cuRE On-Site }ltID :;ron^cE F crLmrj Cure Bo:< MtN./MrJ(. o ru/nlr AT lxr 9-14-90 o IE srR|PP€D 9-14-90 $r: B. Carr fiEx^fix& AGE 0Ys DA]E IEsIE) Tgr L t.o^D(rrs)l)l^!Erul (rrrclr[s)A'ILA(5q. ur.) co!P. fin.(r5l) TN'E OF flra;lunc GrlJllD€tl WErr|T(ur5) cruNo€fiufirl woc{ rr(l'cfl t-A 28-A 2B-A 28-A 9-20-90 L0-t 1-9C r.0-11-9C 10-t L-9C 126,000 158 , 000 .155 ,000 L55,500 (r. 00 6.00 6.00 6.00 28,28 28.28 28.28 28.28 4460 5590 5480 5500 conical conical confsplit con ical DFsrcN SIR€NGI}I 3500 Psl 026 O^E IIJ'S fI/ WXTl^IO|lr rtl.:.r.t||lll ,,lt ttr,.t(nu.trif. tr;ll lttlt l:lrt r: lslu 'lJtlODl! tftrl l:r3 OllIJfiEf ltotto :Ollf, |r,ruuutx)ll oll llll5 lfst ftrroflt llAY lf, l'n(rv1lx.l, Uf OlllUlS' PIIOGRESS REPORT:Sanple taken frcrn truck discharge; coPrEs xi::l::,,'t'li::.iil:l'"cturc ; IICL Corrstruction Serviccs; Wcstcl'n Mobilc; UllS Consultants; Mr. Gary Murrairr; B. Carr T. L:nrdick FTELD OI}sER1/ER APPRO\LD IIT |slulml{F'ro[crrr.Ioq['ft.n[nnEA,|ool,F3'|\'-!',|ln'I9'Yl5r,rfl|mit|l'oA!il||lco''l.xx'wFrI!af0f.xmet[',T:\non tr <ufuftrfl c.rt-r trrrrFr on rxtrr46lrrrrr\tnD u|4lls or||jtt ann rdr/t'.ts t rt r..rn r-o lo [r nnrlrtlr;. ^ .-66- o? rr.l irililr.-- or G,otar.. 16.rr |16, tugl IJA a/00 - ClrcptlNgl'[11s1'1r lrrn,,r,,*o o ,,h,r,,r1 r.ri.,'.'rartd:-.-nk,. REPORT OF CONCRETE TEST CYLTNDER DAT,A r!^vunWr.rrrYrIGTr,.I'.truI].n|f'tt'|f^,|l'(t|i:i|1,t.l',|l'lrJT}rrT5rnl:.t'm.nto^.u,56prrrot'|!-!!.-!rrr''lrfrtrt n srttfullrrs- forrct |rixrrj or rxlta:ls 4OUntrJr urlrlrs onrtl llrwourtrls Arn |.rtl.D lo |tl lrlllllllc. A E*- .. *lrlirTlo,-r .. .o6Do.r.. r.d rrd. Cr.f,llJ^ a/9O To: Jou No.4 igs 90 DAI[: 9-13-90-TOIIIN OF VAT I, Attn: lrlr. Stan llerryrnaLn t)Atly REPORT NO. SHEET 2 0F 3P.0. Box 100 Vait CO 8165B_0100 tNVotcE No. PRGJECT Addi tion to Vail Trfln sl)o1't at i on Ccntcr, Vai1, Colorado. PLACEMENT LOCATION: Level One, Slab-on-Grade, Llne AO to B, Line 30 to 33; IIATCH tlCKEf tNFORl,,tr\TION: SUPruER Westcrn Mobi I c NUE II^IC}IED Mlx A.lvl. DE5ICN'lltucx No, 54 9:41 A.M. llcxET lK). 2263 'nME NlRrvtD 9:55 ilo. B cu. rc. B lruE PLTCED 10:05 A.M. FIELD ]ESTING INFORMATION: nUE TEST TX(Ell 10:1OM3LUM'4 3/4t|{. IJR Co}{rErfT-- ; wL-r uMr wUcHT147.5 pcf. salPlf T|MI'. 74o A,tl 1u1t'.70o .Joo spEctnc no s su.lup j_ 5 tN. ^R coNTExl __ r Y/AIIR DDCD Ar srrE A c<,L nBrAfiKs __ CYUNDER INFORIJATION: ||o. oF G/IJNDERS 4 rm DIoEn slzli 6rr x l 'r''I ruf:cn.lND[Rs crsr 10: 25 A.M.wtEnf c^sr 0n -S.i tc CURING INFORI,IATION: tNrIW GURE OrrSite RE1D sropr6E rl6tun6s Cure Bnx M.N./M X. MlEnluc ar rang-14-90 111rE $n1"pg) 9-14-90 ot: B. Carr REx Rxs: AGE l)AI.s r,AIE IESTU' TgI t- r.o D (u!5) DU!nFJl (ruorEs)NtEA(so. rH.) couP.slR. 05D tn'!_ ()F lrugruRE cYtJuoot wEtcttt (LrJs) ctuHDr.n uNfr wtla n (r,ct-) 2 8-B 28-B 28-B 9-20-90 10-11-9C 10-11_-9C L0-11-9C 110,000 135,500 138,000 135, 000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28,28 3890 4780 4880 4780 con/sfrear con/shear con/sp1it con/ shear oEstcN smeNG|H 3500 PSI O ztr tl^YT |ISIS F t/lo().r rckt FfF,-,atorll lnr |tr l(rtrt|lutr:q filll rt'i r,lflf Arlu r,'-lllol)a l'|rnl= olttljL'trt floltD loLt lllloBrutx)tl 0ll lllr5 lLJl tltl'(,ll luY fl- frKMfi'! U/ Ollll'ts' PROGRESS REPORT:Sanple taken frcrn truck discharge; coPrEs Xi;::::,'T'li:';.ffi'=1'"cturc ; PCL Construction Scrvices; Wcstcrn Mobilc; URS Consultants; Mr, Gary Muffain; B. Carr T. Laudick FIELD OI.ISEFA/ER APPROVED IIT ItcnqrNorthcl'n,Inc oo REPORT OF CONCRETE TEST CYLINDER DATA ..c ' 6.atrt.4 trl1|r\-ta 4r, a<l-'lr.i. t3^uunWF'rqrcTr'|I'.lr'rT1T||l'\EEr'r'f|i!l|.vl-*.|lnl'Tlltl!,''r:.1nqtli|',Al||tf.,t'|tllfl1^|..|.'l<rrF.'9l^''|..',t!i.o'E|t6(tR.mrnn|crtlnouf'iElcr,',.,ortn*r'nxr.:.i-.itrir'rati-rtt,ln'oun lountn, un L33 on|t-i {r|!|'|o('ru.|s lrlf. a:nllo ro ltl $ltlllrn;. ^ 'wt' .. ,rliiif f-lr--r of .oa,g.ir- trt r rh. CLtltJ a/m Tn.rv; TOwN OI; VAIL Jou No.4 398 90 DAI-E: 9-13-90 Attn : IVlr. Stan Bclr)'rnan DALy nEpORT NO. Sl-tEET 3 Ot: 3P.0. Box 100 Vai I C0 81658-0100 lr'{volcE No. PRGJECT Additi.on to Vail Trnnsportat ion ccntcr, V;ril, Coloraclo. PI^CEMENT LOC^IIONJ Walls. Stalr No. 4; Wal1, Stair No. 10; I]ATCH TICKET INFORI/ATION: SUPTEn Western ltlobi le NME txTCH@ rnucK No, 49 10:33 A.M. rcKEr No. 2265 uu DEslcN r.to. A cu. \o. B nME lrRHtlrED 10:40 A.M.TIME Pt ^cF, 11 : 00 A.M. FIELD TESTING INFORMATION: lluE TEs-r T XEN 11:lsA[,lsLuup JOO SPEClnCAnOl.tS sLluP 5 3-5 tlt,AR COM€}fis.6 : WEr UNn WEclrr143.5 JR CoNTD{I4-B X WAlEn ADO@ AI StrE pcf . liAlt'LE TEli |l. 5 tu!, nAA lcs: 740 Att TEJ/P, 700 CYUNOER INFORTGTION: l|('. oF cylJND[Tis 4 (;r r x 12rlr".n [rDEn stzr:llut- cftlND[HS crsr ]"1:30 A.M. wtlEnE c,|.sr 0n-Sitc CURING INFORIdATION: INITAL 6URE On-Site RE-D s1ofiAcE FAcrLrlEs Cure Box Mrlr./t{N(, 6y1rtnlMc ar rNr,9-14-90 n41g $nppg) 9-14-90 try: B. Carr nEri\RKs AGEDl5 DATE IE$ED TgI l- l-o D(uE)DUUfiFJl 0rlcl rEs)Nl[ (5{r. rN.) couP. stR, (r5r) t'n'E oF FrucIUnI CYLJNDER wE otff (tus) crulr0FJt uNtr wllcr(r (Pcrl 7-C 28-c 28-C 2B-C 9-zrJ-.90 t_0-l_1-90 l-rl-t--90 l-G-Ll_-90 93,000 115,5oo Ll5,500 L16,000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3290 4070 407 0 4110 con./shear con/shea.r con/ shear con/ sh ear oEstcN 5ltrE|t6n{3000 Psl o?6 DA16 nSnt !Y L^fin^lollY rtrsatolll Arrf lll aarnntwr:f firrl l''n r:^Jnt aatu rriDlolt:i Inllt5 onl r'13f llolto -rox[ tf|| oml Io o llns tLsI Rt,ronr u^y l[ tngv.I[i, uY Olllln:. P'IOGRESS REPOKT:Sanple taken frcrn truck discharge; CO'IES Michael Balbcr Architccturc; Andcrson [i Ilusting,s; PCL Construction Services; Western l'lobi.lc; URS Corlsultants; Mr. Gary Murrain; B. Carr T. Laudick FIELD OI]SERVER AI'PROVED tll , ;7. * Chcnt)NorLltcnr,lnca ' ,t.-rlll.4 l.^?l'|dr .nl ?l6lrrt. REPORT OF CONCRETE TEST CYLINDER DATA lt^gunutFilttYgrt'.roq''',T3'Ir(n[tt^'|oq,F3'|'\'-!.llr]'nmsr,rf:tt''rrtntDA.ill|.cor,rt,'ltw--t.||.f,rrYofrlof. or st^[{trrs. arr$ rirrF on rxltlcrl rtDrl an rl iutDrrrt aour.ltlft lrruJs onoi {rn rED.t xls l t- r.rnlo m !r mlrlot:. ^ .$6- o. lr.l iiiilr'-- or c.-Fir- .rrri rb. Cr{,|IJA a/go c. ,_- I :l ^,i. TO:.rgl{N OF VArL Jotl NO.4 398 90 DATE: 9-1; Attn: Dlr. Stan Bcrrynan DAILY nEpORT NO. SHEEr 1OF 3P.O. Box 100Vail CO 81653_0100 lr\rvotcE No. PRGJEGT Addition to VaiI Transportation Ccntcr. Vail, Colotaclo. PI.ACEMENT LOA\T|ON:I-evel Ole. Slafon-Grade, Line AO to B, Ljne 30 to 34.2i BATCH TICKET INFOR}TIATION: sUPruEn Western Mobi le ilcKET I'K,. 2248 x oEslcN rlo. B nxE & rcHs) IRiJCK NO. L00 6:08 A.M.nME /\RnrvtD 6:20 A.M.rfME PrrcD 6222 A.ul. CU. }D. B FIETD ]ESI]NG INFORMATION: I|u€ TEsf TA<ol 6:28AM st-uup 4L rN. ^rR coNrtrfi --;wEr uMr r![rcflr147.0 p"t. sairPLE TE]IP. 7Oo Alll 1[!P.40o JoB SPEclnclnol{S suJlp 3_5 N. AR coMrENT6_g I WArEn ADO@ Ar srE g hL Rt}uRr(i CYUNDER INFORI,{ATION: ruo. oF cl4JNDrRs 4 r;n nrDol srzE (tt' x l7tl tlu!: GrUNo[Rs cY,sr 6:40 A.M.wltFJlE c^5r On-Si tc CURING INFORIIATTON: lNtlul cuRE Or-Site nE-D slorucE F ctulrEs Ctre Box MN,/t#\x. o rE/nuE ar rair. 9-14-90 IrAIE srntppsr 9-14-90 ny: B. Carr nElrrnx& AGE o^ts 0rE IESIE) T TAL I.OAD(u6)Dr r{flF-n (llcl rEs)NIEA(sa. [{.) couP. :ttR. (r|5D TTPE OF FII,ACTUNE CTUNDE'I wool{T (lrJs) CTUND€R uNrr l{Ecl{r(r,ct 7-A 28-A 28-A 28-A 9-2(u-'90 10-11-9C L0-1-1-9C 10-r.r.-9c L26,000 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 4460 conical OESIGN SIRENGII{3500 Psl o2o D\16 tE5E W t,l|qUroltr fl i|.sor||ln. r r ||t ,.a.o.{Arr.E iarDr ^rFt r]r|tt Allr, vt-lllolti lltrt tS ollltJTiEc llolfD 3Or|( lt00nU^llolt Oll llllS ltSI fitro|tl llAY lt fm O(|, UY Ollltlis. PROGRESS REPORT: Sanple taken frcrn truck disctnrge; coP,Es xi:1il:"T'ii::.ffiI'"cturc; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FIELD OBSET{IER APPROVED FT .* Chcn*Nortlrcnr,lncO O REPORT OF CONCRETE TEST CYLINDER DATA 'a'a|r,Pt t ?r'|-?. .hd scr''lr.t. ttl!un4'FrmcTrronrUs.tl['ttmEr,odlil't.vt.t.AtnrmfFl,rf..'l,moltr'Aii|rfo)'[xt|lwrtwlrfrrdmct|$r'':i''|D!n|j^ 't'.lrs'^!Tr.'''t3f-o'c|l,ir'.r.FrxtnA-'lt'rr.|ufnItG^,|oIx'.",o"'-i,.i'."''iii?i[iio^iriiio.i5'itour\lrrt urnll:l ollrtl latwo(,lL}||s lrlf. ra.,llllt m [l wlourc. ^ '-r.- r, rl.l rlixlr.-- or co.,rFrir- .o.rn r5. c|rtlll^ r/0O To: Jott No.4 i98 90 DATE: 9-13-90TOWN OF VAIL Attn: Mr. Stan Berryman DAJLY nEpOf{T NO. SHEEr 2 OF 3 P.O. Box 100 Vail CO 81658-0100 ll.lvolcE No. PRorEcT Addition to Vail Trirnsportation Ccnter, Val. 1, Colorado, PIACEMENI LOCAIION: Level One, Slab-on-Grade, Line AO to B, Line 30 to 33; IIATCH TICKET INFORIIATION: suPrurn Western Mobile 'muo( |ro. 54 ncKET no. 2263 Mx DEslcN No- B cu. yo. 8 llrlE EArcllED 9:41 A.M. nM[ ARRtvtD 9:55 A.M. rluE PL/CED 10:05 A.M. FIEI.D TEST]NC INFORMATION: ltuE IEsr r r(E}t 10:loAIvIsLUup4 3/4tN. Jo|, sPEctnc^nolrs suruP 3_5 tN, NR @MEln-- ; WEI UNlr w)cIIfIA1.5 AjR COt'fiE'rT -- I WAIIR ADDED AT slTE pcl. sArPL,C IE P. 74o AJlt lEl/P.79o 0 c<;. RttlARK* -- CYUNDER INFORT(ATION: rxr. oF c'.ruNocRs 4 fi n,tDE r stTri 6tr x 12rl 'IuE C|UNDIRS C^5T 10. 25 A.M.wl'ttItE c^sr on-Si tc CURING |NFORIr{ATION: Htrul cuRt OrrSite RE-D 5:loftl6E rrctLmEs Cure Box MN.,/MN(. D\tElnuE ar r,rg-9-14-90 uAlE sr1lpps, F14-90 Fr: B. Carr REr Rx& ACE 0./s OATE IESITI) T TAL LOAD (L!3) Dt^Ur'tr-n (morE5)NIE (sq. ril.) covP. fin. (r'st) TYPE OF TIIrcTURE Cr1-,1{DOt WE}GIIT (Lrs) CruHDTJI uNtr rYL]c|r(rcfJ 7-B 28-B 2B-B 2rB 9-2|J--90 10-11-90 10-11-90 10-1_1-90 110,000 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3890 con/shear OFS'CN SIRENGTH PSt o 26 tA\53500 rf,tTs llr ul|c'l tDft Ft Rsarn{l ^^r lll rar_ndt!}r1f, |,'lrl rrY.1r}llI ^J'ru r'f-tl K't):i In4lij ollltrArl"[ llolto SOlrE llllulrJ\no ofl lllls ltfi Rtltfll taAY If rn('vll'(l) rt olllulS' PROGRESS REPORT:Sanple taken frcrn truck disctrarge; coPrEs H::i::"T'i,H.ll#'"cture; PCL Construction Services; Western Mobilc; URS Consultants; Mr. Gary Murr:rin; B. Carr T. Laudick FIELD OI]SER1/ER APPRO\EO FT 'ar&lu*? b?[|-.t .nd :.1' r.1. .- Chcn*Norihcl'rr,lnc'j O REPORT OF CONCRETE TEST CYLINDER DATA To: TowNoFvArL ,- Attnr Mr. Stan Bcrryman DALY REpoKI NO. sHEE-f 3OF3P.O. Box 100 Vail CO 81658_0100 |NVO|CE NO. PRG,ECT A(ldition to Vail -Tra nsport at i orr Ccntcr, Vai1, Colorado. PTAGT,LIENT LOCAI ION: lValls, Stajr No. 4; Wall, Stair No. 10; IIATCII TICKET INFOR'NATION: sUPruEn Western Mobi le NUE EAICHED rnucx No. 49 10:33 A.M. cu. ro. I 1l-:00 A.M. rcKEr No. 2265 uu DEslcN no. A nuE lRRr€D 10:40 A.M. TluE PLrcED FIEID IESNNG INFORIVIATION: TfuE TE5I uxan l-l-: l5Alttlst-uup 5 tN. arR com.rn5.6:wEr UNF wuGrr143.5 pct. s^r/ptE l:!rtp. 74o AJtl IDrP. TOo .JOo SPECInCAnOTls SUlp 3_5 rN. AJR CottTOJt 4_g I WrEt ADDED Ar srE 5 ,tot. nauRK* -- CruNDER INFORI#rTION: fi(,. oF ctlJNDF-Rs 4 cm nruEH srzr (rrt x 12 ruE cniHD[Hs c^lsr 11:30 A.M. wttERE c,\t 0n-Sitc CURING INFOR}r.IATION: tN[uL cuRE on-site FIEID srorr,rcE rlcrunEs cure Box MrN.,/r{A(, o rflnuE at l,^& 9-14-90 o ru srntppq) 9-14-90 F: B. Carr Rol/\RK* AGE oYs OA'IE IESIUI T T^L LOAD (116) Dl^|{E]F,n (Ncr r€s) TIfA(sa. rN.) covP. sIR. (PSD TYPE OF frucrunE CYUNDEN wEr,DllT(ujs) 6-rLlN0€R uNtr wflclfi (Pcr) 28-C 28-C 281 9-20-90 10-11-90 10-11-90 10-11-90 93, 0oo 6.00 6. 00 6.00 6. 00 28.28 2B.28 28.28 28,28 3290 con./shear oEslclr sTREt.r6rli PSt o20 0A\63000 tunr w wt('um|ly rFRsarorn prf |lt ta'lT wriE rrtl ''pt 'c!rr{f Adu rrtrlnl)a l,tlt c33 olllultli{ llolul sotr[ ll|tD|ur tloN oll llll5 lLsr lltDo{rl r.4Y If, rn(lr'lur ttf ollllJlS' PROGRESS REPORT:Sanple taken frcrn trucJ< discharge; COptES Michael Barber Archi tccturc; Anderson €1 llastings; PCL Construction Services; Western Mobi-le; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FIELD OI]SERIVEII APPROVED II/ rs^gU'lA'rnifcTrnI'n,rrct.IltFtFltr,Dd|m'tv-L||Lnr'T,'rl5r'{:nhr.nlr'All|r.or'lo|||'u|D(rrFfyord,nl|lt'tr!,'rA'll,^m'|rlotr a!. SAtTIt Frs. altrrct I tftrt on rttnrcti mov 6t ct iula fr corrn ln, u|rlls on|fr rnEArEUrunS Arlt |.JnlD lo lrr ${rl|!rc- ^ ,6r- o, u-l iiirfl ".-, o. co.D,,o,rr- .cnn r|.. CaCl IJA 4^xt ,' _. ChenSNorthcnr,lnc.a ^tAllhn Lnlt)..t. a^'t a.t-1rht. REPORT oF coNcRETE TEST cvTINOeR oara. FAr,tmu|'.'riacrmqr''I3.n|rFlht^',r'G|F3l|\4-r.,|lntFrrrI:s't'::nmr.rrlr'A.illtl.'r'rD{{nrl|'rx'rfq,no* ar Irl[rartrr!, cJrrcr tr.:rrfs on tttnt:t! rrnu rn r{crrnDn aovnll||l ulrf-s3 onrt'i ran pouutros l,lt l.JrlLD lo or n{ [8. ^ -,r.,, .. u.lrlitt-lo.*. o{ cooanrr rnfrr rr.. cr,[t tJ a/tro TO: TOWN OF VAT r. JOu NO. 4 398 90 DATE: 9-t4-90 Attnt Mr. Stan Berrynan DALy REpOI1T NO. SHEg.f 1 0i- 2P.0. Box 100VaiI C0 81658_0100 twOtCE NO. XROjECT Agdition to Vai I 't'ransportat iorr Center, Vai l, Colorr-ado. PLACEMENT LOC.A'I'ION: Level 2, Decl< Topping, Li-ne AO tp B, f,ine 30 to 33.2; UATCHNCKETffi suPruER Western Mobi lc lnucK No. 119 nuE sATCltU) 'rrcxEr No. 2278 NUE RNTVED Mrx DttStGN NO. c 6 llUE Pt,tCfl) -- FIELD TESNNG INFORMATION: IUE lEsr T J<Ot 6: 50 AUI 3LUMP 4L llrR @larElr 6.2; vtEt uNlI wrJcl lT 139. 5 p.t. AjR coMrElrt 4-8tr WArm rcD[D AI Sm 4 slrlJpLE t${p. 70o ,rttt rclp. col. tlFJ/ fir(* L6 of B0 vdr 400lll. tN.JOt SPECtncAno}rs suruP 3-5 'lluf: (;tuNOorS NT 7:05 \"llltlE C^:'T Olt-S i. tr: C)TINOER INFOR},IATION : O. OF C,.y1JNO€R6 4 r,'n lNt)rR st7t, 6rr x l"rl A.!i. CURING INIoITII{ATION: lMrul CURE Or-Site FTELD sTotlfcE FActLIIIEs Cure Box MN,,/uN(, o rE,/TluE rr,r u,,,lr 9-15-90 rAlE srntppm 9-15-90 g/: B. Carr norlrnKs ACE t)^ls OAIE IES'IED loT L l.o^D(uls)DI,AUEIrJI 0tlclr[5)Nlr(sa. [{.)col/P. stn. (r'31) T/I'E OFIr grutiE Gr1.' Dnl wt,ca I r(t8s) CTLI}IDFJI ulrtr v lcrff ( r,cfl 28A 284 284 9-21-90 10-12-90 L0-r-2-90 l-0-12-90 110,000 129, 000 135,000 732,OOO 6. 00 6. 00 6 .00 6.00 26.26 28.28 28.28 28.28 3890 4570 47BO 4670 con,/shear confshear con/ shear confsh ear OESICN STR€NCTH 4500 Psr o?d 0A16 tEsns w wxrr^rf|fiY rrtrs.r|||tt A/rf ttl Lr(nt]rrrir $ltt l,!'"l n trr|: Arrv rrttlolr:i lltll [33 oDlt ii-l!t: llolfo 50rat rrrxrarK)x ofl lllr3 lLsI fdl\rtt rtAY rf, rtM'/llx, w ollltrls. PROGRESS REPORT: Sample taken frcrn truck disctrarge; CO'IES Michacl Bnrber Architccturc; Anderson fi Itastings; PCL Construction Services; Wcstcrn l.{obi.le; URS Consultants ; Mr, Gary Mumain; B. Carr T. Laudick FIELD OIISER/EIT APPRO\ED trY Chcnt)Nolthcrn,Irrc"'o o 4*"ii'l''|-'nnw--" REPORT OF CONCRETI TEST CYLINDER DATA Tn'lv: TOWN OF VAIL JoU No.4 398 90 DATE: 9-14-90 Attn: Mr. Stan Berryman DAJLy REpOKf NO. SUEEf 2Or' 2 P.O. Box 100 vail co 81658_0100 tNvolcE No. PRoEcT Addi.tion to Va i 1 'l'ra nsport at i orr Ccnter. Vai 1 , Colorado. PLACEMENT LOCATION: Level 3 and 4,Deck, Ljne l-1 to 15, Line A to A5; IIATCH TICKET INFOR},IATION: SUPruER Wes te1'n Mobi I c muct< uo. 49 10:43 A.M. ]fcKEt }lo. 2294 Mlx DEsrcN r.ro. E cu. ru. B nMc ARHM 11:02 A.M_'llME PLAcm l-1:20 A.M.NME Ir^rcHU) FIELD TEST1NG INFORMATION: nuE lEr T,rx€N LL:30/\II5LUMP 5% rH. arn coNrwr 3. Z. vIEt uNlt wEdn115.4 pcr. S rPLc runp'72" 'tn ruip' 70o JOs SPECIEC'{T|ONS S1UUp3-5 tN. AR CqNTEIT 1-3 : Wrrrrn ,roD€O AT S|IE B c{1. no,s{t,cs: 8 @ 46 Vd3 r:n Noflt stz[ (rrr x 12rt lruE cfLrN-oERs crsr 11:48 A.M. l!in! qsr_q:!it!CI'IJNDER lNFORlvhTlON: rt.o. oF cllJNDF,Rs 4 CURING INFORI,{ATION: txruL cuRE OrrSite Fu, 51oR^6E FActuTlEs Cure Box M,N./M X. o rf,rnuE ar wr" 9-15-90 0 IE sr1tppsr 9-15-90 sy: B. Carr RElr/\nK& AGE DAr€ DAIE TESIE' TOTAL I.OAD (LBs) DNgETFI (|l.rcl rEs)A'tEA(sa. rN.) @uP. sln. (P3D I'PE OF nucTunE CYLDIDITI w€rorr (LrJs) c'rulrDFn UNTT WNc (r (Pc'l ?B 288 288 2p 9-21,-90 10-12-90 10-12-90 10-12-90 95,000 106, 000 10t,500 104 , 000 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3360 3750 3590 3680 con,/shear con/split con,/split con/split OFSIGI{ SIN€NGTH 3500 Psl o ?!,ears rI5I: IIY LAlgT IOF nl Rsrrorrl Anr ln .rl(,lllrtxiq mltl lr'fl r.At! f llilv ut-ll rQtt:i |tlttS ODlUrrn : lmlfo 3OrlE ltttunr lrcd otl ll1|5 lLst Rtrofil u Y tf rnwlDCD rr onlul3' PROGRESS REPORT3 Sanple taken frcrn truck disctrarrle; coP,Es X,T:il:"T'll:l.fi;ll'"cture ; PCL Construction Services; Western Nlobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudi.ck RELD OT]SEfI^/ER APPRO\ED I]Y ts^r{|nAriorgrrrtoet['f3.Il[6nt^'ndl|3.|.r,r\||l'nl'Yl'rs^,r':'.'(rF|ntDAtl|rff'|l|o|'|'l^t.nd{'|f'.,rq'f(r3^tfu.l,li!m|cttni,FonrxmAIs.'h{.|.tltG^'|frhouo"r'*"fi'.rr'.iij..jlj.fiii.i-oul 40rr,11nt ur{Il3 on|t, ln|u,rqjruals ^nf, ,.rl t o to lll lllllllflc. ^ 'iab- .. u. I il iil I e.-,o rr corrpd,l- torn rh. Graf,llJ a,/CO ChcntlNorthcnr,Irrc -"..o o 4*r'r,.nz-' REPORT OI. CONCRETE TEST CYLI_NDER DATA ^sAUUnu|'q'rGTrto|-l|'xF!I||'F|l!lt^'ho|na'!.\4.i',|fn''rr'rr5''rtt'r{rrllDArrrfror'rxI|..lffllN(fdnc|,t|.r:t,'lon|I^''trrr. It srltluttrrs. rrrrl rr:rrrF on ttltfa.r':t rthrl oq rlc nottt 4O!\lnJ' ufn L:ts on(tr rarwq,.lns |n[ ,rcn to to rl $rllltrc. ^ r'!cr' r'. rrl riirf I c.t.- or co.r,6nr- trn rh. CUtllJ a./CO TO:T'l{N 0F VAIL Jo8 No.4 399 90 DATE: 10_5_90 Attn: Ilr. Stan Berrylran DAILY REPOI-{T NO, SHEEr 1 OF-1P.O, Box 100 Vail CO 81658-0100 lwolcE No. PRG,ECT Adclition to Vai 1 'fransportation ccrlter:. Vail, Colotado. PIACEMENT LOCAIION:Footing, Level Ole, Lirre 11. tp L2i TTATC'] TICKET INFORI/ATIONI SUPruER Western Mobi lc lllucK flo, L2:18 P.M. 46 TlcKEr r.lo, 2667 MH DEslcN No. A cu. yo. B NIE Tr^TAGI)nME lRRtvED L2:32 P.M.nME Pl,/^cED 12:50 P.M. FIELD TESTING INFOIIMATION: lluE lEs.r rxot l":05 PMst-uup2 3/4rr. arn 69r1EfiT 5.2w5t uNr wEctrr143.2 wt. sIPLE riJtP, 5Bo xR TD/r.60o JoB sPEctnc^notts SUJMp 3_5 tN. ljn coHTEln 4_gt w$ER AODED AT stIE 4 cllL n(}{An,(s CYUNOER INFORI\.{ATION: ro. oF cyltN0Ens 4 rtn DIDER st;/r (r!r x l2rl llut: CruNDERS c^sT 1:20 p-M- CURINC INFOR}IATION: tltltul cuttE: On-Site Ra-o slon sE FrdLmEs Cure Box MDl./r,lA(. olrunluE ar wl 10-8-90 DAIE $Rrppm 10-8-90 Br: S. Urton nElr\nK* AGElxrT ])AIE IESID TOTAL LOAD(rs)DUrrEItn 0lict rEs)Ntt \(sq. rH.) couP. sTR. (r,3D T/PII OF FllilCTUIlE C|,UNDrn wtl01fi (urs) cflJlrofl UNtr wF-lcrtf(r"cll 7 2B 2B 28 10-12-90 tL-2-90 LL-2-90 rt-2-90 97, 000 6. 00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3430 confsheaJ OSIGN sIR€NGIH 3000 Pst o 26 D ls rI5I5 ltr L|IX'TAIOITY nrFS.trrn ,tf ltl |.t.(|n(|^,t:f firrt ^r{n rrlrf, Atr! lrF'rlxtDa tttlllS orllurA€{' llolfo 30xf, llllonrr^lx)rl oll lx6 llst t|t,'onl u Y tt flt(Mo(D lrl olllul3' PROGRESS REPOKT:Sanple taken frcrn truck discharge. coPrEs ffi:il:"T"ii::.lilil'"cture; I,CL Construction Serviccs; Wcstcrn lt'lobile; UIIS Consultants; Mr, Gary Murrian; B. Carr 'f . Laudick I.IELD OI]SEIilIER APPROVED tN" 'i*"*Chcn$Nortlicnr,lncO O ^ic.S_oo?,trt' REPORT 0F CONCRETE TEST CYLTNDER DATA ','qlu^,l L^gldr o..l 5<r-'lL(. TOr TOWN OF VArL Jol] No.4 39B 90. DATE: 9-14-90 Attni Mr. Stan Berryman DAILY REpOf{T No. SHEEr L oF 2 P.O. Box 100 Vail CO 81658_0100 lNVotcE NO. PRG,ECT Adclition to Vail Transportati.on ccnter. Vai1, Colorado. PI-ACEMENT LOCA]ION- Level 2, Deck Topping, Line AO to B, Line 30 to 33.2; BATCH TICKET NFORI,IAIION: suPruEi Western Mobile rnrrcK No. l-l_9 ncKEr No. 2279 Mtx DtslcN Llo. C cu_ yD. g nME BArcHU) nME /\RHf!@ IIUE PITCED -- FIEI.D TESTING INFORMATION: Illl€ lEr TAr<til 6:50 AIvI 3LUUP 4L JOtr sPEClncrnoNS strruP 3-5 tN. tN, AR coMlEl{T 6.27 uIEt UNII wEGtlT 139.5 P€t. NR CoNTE}|I 4-8I WATSI AOOED At sm 4 s,rlPLE lEl/P. 70o ,rtn rE..P. 40o rkt. RorlrlK,s 16 of 80 Vd3 wllFj{f cASr 0n- Si tcCYUNDER INFORI,IATION: |tcl. or cruNDERs 4 r,'n ltt0E l slzl:- 6rr x 12rl lrME r/UNDERS C^ST 7:05 A.M. CURING INFOR},{ATION: IMIr L CURe On-Site RE! sTORl/cE F CIJnES Cure Bo>( M|N./MN( o IE/nuE ^T 1,^& 9-]-5-90 llAG srntpprD 9-1F90 Frr B. Carr REM Rxs AGE o16 IAIE lEslE) loTA to t) (l.os) olurETF_n (NCl|Es)NlEA(sa. rr{.) couP. sTn. (r'51) TYPE OF FIUSTURE c'ruNDttl w€ror{T (tr|s) cruHofx UNJT WE)GI T(Pcn 7A 284 284 284 9-21-90 10-12-90 1r12-90 10-12-90 110,000 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3890 can/shear OESIC}I SIRENGIH 4500 Psl o?d o^\€ nsnl Bl l^Ootr lo(v r'rRsaFnrtl ^'.t I rarnno^rci: wtlrt Arrtt r}af artu vt-ll(loli t'l{ GS Olllltltl'}:lE l()lflt rolf lllfoma l|o on lltts lLfi trtno(l uaY tI- ftlgvlo{"o rr ollluls' PROGRESS REPORT:Sary>Ie taken frcrn tnrck disdnrge; coP,Es ffi:::l"T'ffi:.ffill."cture ; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrainl B. Carr T. Laudick RELD OI]SETTVER APPRO\ED TT f3lUunqlm(m.Grnronr'.T3I||fnriEr,fro|83f|.vt-\,tlnf'Y'nir,4..'lmrtnlDAilrrror'Dl'Jrut-fKFntro|.ol,'t 'rd.|r3^ttt.lt.tt'g'E[':r'FoR'x1l,ctsmi1von4rI'']pno,,""rlv,fJ.n'.iiir]n,rri.itl,r,.'o-or'rw{tlrtl|^tl'K',|..,owtntr ut{N on|tt lntw€uyt I|j |,rc ,.JrttD ro Dr rF|lflc, a nr-rr.- .. u-l ililjlr-.e o, cd,iF,rr- arn|i rb. cret IJA a/co r.E Uq l^?kF.'. .^d 3cr-lh. -'ChentlNorthcnr,lncO O REPORT OF CONCRETE TEST CYLINDER D,ATA fv. TOWN OF VAIL JoB No.4 igB 90 DATE: 9_L4_90 Attn: Mr. Stan Berryman D1lty REpOKf NO. SHEEf 2 Of 2 P.0. Box 100 vail co 81658_0100 twotcE No. PROJECT Addition to Vail Transportation ccnter, Vail, Colorado. PTACEMENT LocaTION: Leve1 3 and 4,Deck, Line lL to L5, Ljne A to A5; BATCH TICKET INFORh|ATION: SUPruER Western Mobile nuE o^rcHg) rnucK rro. 49 10:43 A.M. rcKEr !,|o. 2294 Mrx DEsrcN lKL E cu. )o. B nME ARRtvtD L1:02 A.M. TluE PLTCED 11:20 A.M. FIEIJ TESNNC NFORMATION: IIME lEsT nxeH LL:30Al4sr-uup 5L rN, arn CoNTEI{T 3.7ver uNrT wEG}n115.4 pcr. suPLL tt:up,1 2" ,tn rulP. 70o JO8 SP€ClnCAnolJs suJup3-5 tN. IJR COtfiENt 1-3 I w^rEn Arro€D Ar srE g cot. Ran Al(s: g G 46 vd3 CruNDER INFORIJATION: Mr. oF GllJNDfRs 4 fiHoEn stzti 6rt x 12rr lrMr- cruN-Derrs c^sl 11 : 48 A.M. wilE tE c^sr on-si tc CURING INFORII.|ATION: lNrllAL cuRa Ox-Site RELD sTDf{ 6E FtcrunEs Cure Box MlN./uA(. orrr:,/n]/E er wr"9-15-90 tr lE st1ppq, 9-15-90 rn: B. Carr RFJT RKs: AGE 0 'rs nArE TESIE' T TAL LOAD(rrs)lI r4flEn oncl€s)NIF (sa. rN.) covP. sTR. (r,sD T/PE OF I1UICTURE CfUNOER wEroHT(uls) fIUHDER uNtr wElclr (Pcf) 7B 288 288 2F 9-21-90 L0-12-90 10-12-90 10-12-90 95,000 6. 00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3350 con/sleear r,ES'GN sIR€NGTH 3500 Psl 04 erq IETS eY tADc'tAlORr t'tns.tom r f Dl lt'r'.atto r4f, srnt ^r!1r,1tr t ](gll/ vf-rlnm l'lrllJ3 olllur!|t{ llolfo loLG l 'ornr fi)fl olt llll5 lL$ llf,Fofll UAY lt |tto'Io(.D ItY ollltJls' Sanple taken f:rcra truck disdlarge; coP,Es H;:::l"T'H.ffill"cture ; PCL Construction Services; Wcstern Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick RELD OBSETTVER APPRO\ED FT tt^Uimu|FFlftcrtHnoclr'tTs.Tr|fFt'|tE|,|oo|,l3rlq1,|lnrxrFrm3|'|!inlDA.in|lco|'llxl.rut..tttC''r'rroro|'nc|lt'|I.or. It st^F4t rs. dEEt Irrrrri o[ rntlcts ttl.lil att .tcrtroDrt 4or.rllfllt urr|lJll on.(t ,rn.{ttt al3 rrrt r.ttlo lo lfl f,qlllllc' ^ GGt- .. u.l rltU le'-- cf ..r"a .. ronn tlo. c||al IJA a/9O -C,H clNortltcrt t, I t n j 'r,' '" REPORT OF o LIND '-'RrUn? {n?l,r-f . ..!rl i<r?'thl. CONCRETE TEST CY ER DATA r3^WnN!noqcrrrio.l'r'ff.nqnnrn^,hd|i3'|'vT\.||t|t''Y'ltts,,q:llmid?'oA3ll|rctD'|o|'|'W-.|tnr'Tr''Yor.,ic|,trtofa It srttMrrr! h.trct tExtrt on rYnfcli morl an tldrtrofn 4OUnIrrt untSs onitl fntul{|. rtMs lrlt- rcrnto lo lrl *tlrllli;. a .-r$- o. rxliltU lr'o- af co.no.ir.. rcirr ltc, Cr.eI lJ l/CO To: Joo No.4 JgB 90 DATE: 9-15-90TOWN OF VAIL Attn: Mr. Stan Berryman OALY REpOf{T NO. sHEff 1 OF 2P.O. Box 100 Vail C0 81658_0100 twolcE No. PRGrEcr Addition to Vail Transportation ccnter. Vai..l , Colorado. PLAGEMENT LocAlloN: *rr1 3, Decl< Tbpping, Lines 30 to 33, Line A0 to B BATCH TICKET INFORI,{ATION: suPruER Western Mobile rnuct< No. 44 lcxEr Ho. 2310 ux oesrcx ro. C cu- vo.L6-112 nuE SATCHEI) 6:01 arn nuE ARRIVED 6:18 am lluE Pt-rcq, 6:25 am FIEI.D TESNNG INFORMATION: lluE TEsI rAt<or 6: 30 am sLuup 4L nr. atn colngrT 6. 0 i wEr uNn wpcrn 140. 0 pct. l\r.lPlf rup. 70 A,r: TE!P. 40 JOO SPEClncAnOlG SUruP 3-5 lN. ,arR cogrEltT 4.8IWATER ADDID AI sm I col. Ro,|,rRxs. CIIINOER INFORI\.I\TION: Mr. oF clruNoERS 4 r,^Yl,llDrn srzr:(rrr x 12tr Ilu[ crLhtDERS C, 5I 6:40 am CURING INFORI.IATION: H,ruL cuRE On Site oAlE srRfPPE, 9-17-90 Cure Bo>(MlN./lra(o rElnuE ar lJI'. 9-1.7-9(ntIL 5IORA6E FtCtUnES At: B. Carr REIIARX& AGEtl15 OAIE IESTE) TSTAL I.OAD(rrs)DArrflF-n ([{cl rEs)Nlf(sa. It.]cruP. fln. (r.3|) Tfl'E Or FlI.ACTUNE c.),ljNDOl wE alrT(ujs) CTUNDfJt UN'T WElcI II(Pcn IA 284 284 284 9-22-90 10-13-90 L0-13-90 10-13-90 100,000 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3540 shear PSI o 20 DAISo6tcN $ng{6tll dqnn ltsni rY utuum(Y .rf tt.(tolf I l,rf |lr tat:(lnu rr'r- lltll Atrl tc^tlf r-cl! r'it-rnlti Inrtlls olllt-l($ta rorfl) 30r|f, ulotlllAlbll olt tltl3 lLs' Htrrorl u Y m fltovlo(D ItY Ollllns' PROGRESS REPORT: Sanple Taken frcrn T'1'ud(, purp in use coPrEs xil:il:"'l"H:.iil:i'"cture; PCL Construction Services; Western Mobilo; URS Consultants; Mr. Gary Murrian; B. Carr T. Laudick FIELD OI}SEfUER APPROVED ET dqtn.4 LnO|'-.. .o., s€l-nr.l .hcn*Northcnr,lnc.a O REPORT OF CONCRITE TIST CYLINDER DATA ,.*C TO:tgWN OF VArL Jou No.4 398 90 DAIE: 9-15-90 Attn: Mr. Stan Berryman D lly REPORT NO. SHEEI 2 OF 2P.0. Box 100Vail C0 81658_0100 u.,fvotcE No. PRGJECT Addition to Vail Transportation Ccnter, Vail, Coloratlo- PLACEMENT LocATtON: ^Corel.ra11s, Stair No. L2; Footing, Stair No. 11; Footing, Stair No. 10 BATCH TICKET INFORI/ATION: SUPruER Wes tern Mobi le NITE IArcH@ lnucx No. 9:54 am 11SKEI No. 2323 MX oEsrcN nro. 14 cu. w.8 nME ARRt\trJ 1.0:11 art T|ME Ptirc@ 10:25 an 46 FIELD TEST1NG INFORMATION: TUE TET TAXEil ],0:3OaI6LUuP .roo sPEcmc^nolls sujuP 3t tx. aln coMrE|fi 6. 8: wrr uMl wuctJr I39 .4 p"t. SArjPLE rEtlP. 3-5 w. ern coMTENr -Blwarrn IDoED Ar snE 5 cor. Ra!{trr(s: 72 ArR rEuP. 8@35 yd- 60 r,Yl, ofn stzE 6tt x 12tl L0: 45 CYUNOER INFORhIATION: Mr. of cllJNDfRS 4 llME c1LlN0ERS CJ\sr am VJHE tE C^sr 0n-Si tc CURING INFORITIAT]ON: lNttUL CURE On Site RBJ srgtt1cE FfctLmEs Cure BAD< MtN.,/rJAc o/\[/ruE AT t L 9-16-9( oAtE srRtpps, 9-16-90 F: B. Carr RDr RK* ACE tars t)^IE TEslII, Tgr L LO^I) (rJrs) DUl|EIF-N (rlrclrLs)A'IEA (s,q. H.) covr'. srn. (Psl) TYPE OF t.ltAcTUnE CIUI.IDUt wE c+rT(tl]s) CrUNDrn uNlr wucl rr(r'ct 7B 288 288 288 9-22-90 10-13-90 1_0-L3-90 10-13-90 85,000 6. 00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 3010 con/stear PSt o2d 0A\6oEstcN srmNGrH 3000 lISn; tl LrrrdrAnrfir PtFli.tlnfl f f Dr at'lxllt r|t:r ?tnl ^rn r7r!f atllr l't-llf?ltli tlr{lJ' ollluilt's{ llolto SOr|f llltofl|r^ron otl ll1|:; lLst Htnonr u^Y ti: mc/lo(D ur onll s' PROGRESS REPORT:Sanple taken frcm tnrck, puq> in use coP,Es xi::H:"T'H:.ffi:l'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FIELD OOSEfIVER APPRO\GD F/ t3lUlmu||no[Grrxto6r[Ts'Ir|tFnEDDd|i3'|.vn.||LntnwrF^'r3l'trfnr',A.l|'rf,ri1rxM'u|.lYllx'f'ttY0rd,n 'ro'.lr3'^rrr'lotf''|c1|'tr'6o'rxlD!:nifior..nqeAnD,rrotrn"t.,vr'g..rintit.rphlqlt4OUrtl'|Jr uritl!3 on{Ji l|ln|rq,rl.'{ls lt{. rrnlD lo ltr wlrlltlc, | ,Eirr' .f tl riiH-lc'.- or c.aF.r- l.r!r n. cutl lJ a/CO -'Clrcn*Nortltcl'tt,lttc ^ ^,a,,,,,1,^7,p,,.nr, :<,-,r,r,. ' Rato, oF coNCRErr rESr .rtou* DATA To: TohrN Attn: P.0. Vail PRoJECT OF VAIL Mr. Stan Bcrryman Box 100 c0 81658-0100 Addition to Vai I TranspX't at i.on Ccntcr J00 No.4 398 90 DAILY REPORT NO. rNvotcE No. Vai 1. Col orado. DATE: 9-15-90 5HEET'1 OF'.'N$ PIJ\CEMENT LocAiior.r -r,evel 3, Declc Topping, Lines 30 to 33, Line A0 to B No. C cu. YD. 16-l-1"2 Ir,|E PlJcu, 6: 25 am BATCH TICKET INFORMflON: SUPruER Western Mobi 1c NTTE Il^rcHA) mucJ( llo. 6:01 am rrcxrr rc. 2310 nM[ /\RRmD 6: ].8 44 MX DESIGN am FIELD TESI1NG INFORMATION: nuE rE.r rrxex6:30 am SLUup 4L rn. arn comrpn6.0; wL-r uNlr wuc}nl-40.0 pcr. sAHpl-E 1fi{r'. 70 IJR lclP.40 JoB SPEClncAnOl{s stuup 3-5 tN. AR coNTOtT 4. B I w^rER rooeo rr smg col Ra-r\Rr(s CYUNOER INFORMATION: rtr. oF cltJHDERs 4 r,r JllDflt slzt'.- (1rr x I ltt 6:40 am mlafiE c.A5T 0n -Si tc'nME (;rt'NDtlRS C,\5T CURING INFORI"{ATION: NtrUL CURE Ot Site RAr sroR/^GE FrctUTtEs Cure Box MtN.,/t{A(. o TElnuE AI LNJ. 9-17-9C OAIE sInFP@ 9-17-90 Fr: B. Caff RElr\RK& AGE oAlls T) TE IESTE) TOTAL I.O D (LDs) DI ME'IFJI (ll.rctrEs)Nat(sa. rt|.) couP. sln,(r5r) TTPE OF F'IIACTURE CTUNO[}I wEict.tT (Ltls) cru DF,n ur{rr wr:)cl r (r,cr-) 7A 284 284 2& 9-22-90 10-13*90 10-13-90 10-13-90 100,000 147, 000 14B, 000 r44,000 6.00 6.00 6.00 6. 00 28.28 28.28 28,28 28,28 3540 5200 5240 st00 shear shear shear shear PSI o 20 s{'rsOESIC}| STRENGIH , qnn tljns t'Y L lto.t^Io(Y I't Rsrt4{l rr}t Dt taanntwt:f- firll ^r'f'lE rlt Alf u |rt-llloltli In{ t:5 olln,Kt'E{ llolED 50rr[ [rrxr{ l|on oll 1lll5 ltst ]lffonl UAY lI. fnor'lt)(D fi ollll S. PROGRESS REPORT: Sarple Taken frcrn Truck, ptrnp i' use CO'IES Michael BarLrcr Architecture; Andcrson f, Ilastings; PCL Construction Serviccs; Western Mobilc; URS Consultants; ltlr. Cary Murrian; B. Carr T. Laudick FIELD ODSffWER APPROVED IIl lr^ulmW'|'rcIY'.IDn[M:t.n[F'nt'hG'i3'|-v-!||lh''t(''tl:i,/'ftlmr.|rl.}Aql|r.ol'|Ixl''1^lrrrfnaYfr.'(,|rctltRrrrr..t naqrrrr:! forq rrirrE or rxtnr,:rl trrtq dl Fl eAttooft aouru.[J, ut4lss onxt-Ln^^l€(,rttns lrlf. |..atlo lo !l nRllurc. ^ .-ir' o. ul ilix lc'.- or co'nFrr,- tonn tro. Cuf,llJ ./eO -- Chcn tlNottltr:t-r t I rrc ' """";;tr oF coNcRErE ,ur, .rf;oER DArA ,raru^t l-n?l,Fd n^d :,cr-nl.l. l!^utmu|F'rorrcrrodrtfs'D|(nnEIf'Gtillt-v'\,|ltl'FI',Tr.A'i::'l''ntlll|)A<|'tr.i''.'l)|'ltrr,r. tx lr^rtut Fri rarrct t rixff atn rlttfcts mov (n rl.:$,rrtttt aour\trrD urrrr53 qn l'|ArN{rrufls lnt r.,rnD l0 rl lfnllllrc. r "-.r' o. rl. 1..1[! e'.a d co'rro,ir.. to6 tro. cltllJl a./eo TO: TOIllN OF VAI L Attn : lvlr. Stan Bcrrynan P.O. Box 100 Vai I CO 81658-0100 PROJECT Addi ti on to Vail 'flanspo rtat i olt Ccnter, Vall, Col.oraclo, JotJ NO. 4 398 90 DATE: 9-15-90 DALY REPORT NO. SHIEI 2 Oi: 2 INVOICE NO. PIAcEMENT LocAildN-. Corewalls, Stair No. 12; Footing, Stair No. 11; Foot-ing, Staj-r No. 10 BATCH TICKET INFORI/ATION: suPruFx Western Mobi 1e 46 nqxET No.2323 X DE5IGN no. 14 IlMe ARRTvF.D 10 : 11 am cu. vo. 8 TIME Ptac@ 10:25 amNUE OATCHtr) tnua( No. 9:54 am FIELI) TEST]NG INFORI,IATION: nuE TEr T^t(Eil 10:30amLuup 3k tN. ^JR @NTEllI 6.8:wrr uNn wEcrrr L39.4 ?cI. s^r,tPl-E lELtP. 72 ^lR TEllP. 60 JoIl sPEctrtctnol.ts suJup 3*5 N. ,.JR coNTElJt 4-8 x weron ,rooo Ar srrE 5 r;or. Ro,{Anrcs: 8Q35 ydJ CYUNDER INFORI.4ATION: M). oF GYIJHoFRS 4 ffl ttJr)E r sfzr 6tt x 12tl lluE ctuND[RS C.^sr 10:45 am wHEne 0\5T Ctn- Si tc CURING INFORMTION: ItlfuL CURE: On Site RE! sTOft cE r-rctunEs CUre BO)< M1N./M x. oi\t^prg Ar La1r 9-16-9( Ir rE $n|PPs) 9-16-90 ny: B. carr nE{ axs AGE l)^Ls MTE IESITD IOTAL LO^D ('.0s) DIAUETFX (rNclrEs)AJIEA (3A. rN.) @1,.P.5m. (PSD ]'/PE OFr fcTUnE CTUIIDETT WFJOTIT (Llls) cfl,lr0r_R uNtr wtrcrfr (r"cfl 7B 288 288 288 9-22-90 10-13-90 L0-13-90 10-13-90 85,000 146,000 143,500 148,000 6. 00 6. 00 6.00 6.00 28.25 28.28 28.28 28.28 3010 5r70 5080 5240 con,/shear shear Co4rlstrear stFar OESrcN STRN.ICIH 3000 PSto26 0 E TIJIS |ty u\IIrr^Knry rf ns(rtrrn ,rf |rr A-tlr[u,r.l w||tr rtt l,grr!f, f,tlu ltatlKxt:i l,rrtcs6 olllutfli]r lnltD 5o|lr $]t()llU lKrN O lu3 lLSl fiUrgtt |r Y r1 f'nor'|txD r{ olllulS. PROGRESS REPOKT:Sanple taken frcrn trucl<, pnnp in use coP,Es Xil|;I:,,T"ii::.l;;I"cture ; PCL Construction Servicesl Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FTELD OI.ISERVER APPRO\4:D EY - ChcnelNorthcnr,lnca 'a'{ltJn? L^tl,r-.r ndJ :r:l-'l}'1. REPORT OF CONCRETE TEST CYLINDER DATA ril.,Ut1u|FF.m6rronr}.':l.wn[E^,lDf[3.|,1/t-\,|lnlmfr\Ml'.'|rrr'rr'nA.in|.co''1|,|.Twmdtr'rTYor.l(,nc|,tr.r 'h,il.siAtf|f'lolon|ti|iinGonrrt'rHs'no{(nh|Gr,r|)'rmounnr.x',fi.'r:''.iiij''ili}liiilfoli.t4ovnlrut ur4rsl onrtl lnna*|{Jrlrrll ,rrr|. tantlD m lrl slllllrx;. ^ ,-nr- rr t-lrltrj-lo'-r or co.,irait- t.ni r.. c|rtr tl a/ro TO:T6l{N 0F VAI t, JOU NO. 4 398 90 DATE: 9-18-90 Attn: Mr. stan Bcrrynan DALY REpottT NO. sHErr 1 OF 3P.0. Box 100 Vait c0 81658_0100 |NVO|CE NO. PRGJECT A<ldition to Vai. 1 'fta nsport at i orr Ccrrtcr. Vai l, Coloriado, Deck Toppirg, Level 5, Crossover, Ljrre B to C, Line 33.L to 30; BATCH TICKE-T INFOR}iIATION: SUPruER Western Mobi lc TME NATOIED ncKEr No. 2330 MX DEstcN No. C nuE MRTVED 6:30 A.M. cu. YD. I nuE pL,rcED 6:37 A.M. rilJcK No. l-19 6:l-9 A.M. AJR corttlrr6. 4 : wLT uNrr wEcltTl-39.3 rtR COMfE}JI 4-g ir WAILR ADDID Af SllE pd.SAIPLE IEI/P. 70o /.Jll fEuP. 40o col. llor^trr(^s: 24 of L44 Vd3 FIEI"O TESIING INFORMATION: nME lEsr r^r€{6:42 Al4 sr-uup4 3,/4rH. JOO SPECtFtCT{nOl{s SLU!P3_5 tN. CYUNDER INFORI.I/TTION: I(). OF GTUNOERS 4 cYl nrDot stzti ()tt x 12tl rlME CTLTNoCHS CJ\sr 6: 54 A.M.wHFnE cJAsT on-S itc CURING INFOR},6TION: tNfIuL cuRe On-Site REJ $oru6E F ctUTlEs Cure Box MtN./rl,AJc o rr,rn11g ar r,a;. 9-].9-90 o rE sr1tpp€D 9-19-90 sy. B. Carr RrylnKs AGEnls DAIE rESIE TUT^L LOAI)(uF)D|,Ar|ElfJI (rNclrEs)/\nf(sq. rN.) @uP.'sln. (Psl) TYPE O'J nrrcTuRE CTUNnER WEJO1IT (Llrs) crulro{:Jl UNTI TTA] (r (rct) /-A 28-A 28-A 28-A 9-25-90 L0-16-90 L0-16-90 10-16-90 78,000 129, 500 128,500 L29,500 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 2760 4580 4550 4580 con./shear covsplit @n/slrear oovshear OESICN SIRENGfi 4500 Psr o 26 O^'YT rErs sY Lr|rqr lolll |'fns(tortl rnr |rr far,oan r$l: ilnl fni)ulI ailllr rrf:llnDi t'ln l;3 ollltJfin5[ ]lolfo 50llt 0rtoflu l|or oll llll5 llsl ftrroa(t l4 Y ]i: ltlorD(D lt/ oll[n3' coP,Es H;::::"T.n:.ffi|1'"cture ; PCL Construction Services; Western l"lobile; URS Consultants; Mr. Gary Murrian; B. Carr T. Laudick FIELD OT]SETWER APPROVED I'T - CltcptlNgl'[11g1'11 | rrn''r'rL4O OREPORT OF CONCRETE TEST CYLINDER DATA ',rEllin,l l.1l.r-.t 6^d -'-r?rlhr. lt^umrr|'Fr.'ncrr1o.lF{T!'rr|trr[E0ll'f|||ts'|'t,|i.r|l'Fi'\frs|/'ftlnqlnrDArn|rf'|'rI'Mn^tflK''rfrLtt ol stlrut xri. mrrct tFn6 on rllFlcls tnov arl otcanDDfl ':olrtllnj, u|rt^ttl onttt ltrnAr€rrunJ Mf" rajnl,D lq ri tf{llltlc I iEDr'- o. u.lilill-}s.-r ot c.6poi!- arrii L. ct [.l lJA a/eo TOIllN OF VAI L Attn : Mr. Stan llerr],ni.ul P.0. Box 100 Vail C0 81658-0100 PRcrEcf Adclition to Vail Trnnsportation JOil NO. 4 398 90 DAJLY ItEPOtrT NO. INVOICE NO. Vail, Coloraclo. DATE: 9-19-90 SHEET 2 OF Ccnter, PI-ACEMENT LOCA]ION: Deck Sopping, I-eveJ- 5; Line B to C, Line 30 to 33.1-; I]ATCIJ TICKET INFORtr.IATION: SUPTEX Weste1'n lt{obi 1c rRuo( No. 8:58 A.M. 54 ncK$ l.ro. 2343 Mlx oEstcN fto. c cu. YD. B TIME BATC}I@ nME MnrvTJ 9:11 A.M.]lME PL,rc@ 9:25 A.M. FIELD TEST.ING INFORM^TION: nuE TE5T T r(EN 9:30AItl SLUUP 6 llt.NR coifltlrT 7. G Y',rr UNr WI]GI|I13B.3 AJR CONTOJI 4-8 WATEN ADDED AI SITE P.I- 0 SArrPLE T[:ttP. 69o AIK lElrr- 66o col. Rousrr,s:12 0 of 144 ydJJO{r SPECIFICAI|O}IS suJuP3-5 tN. CYUNDER lNFORl,t/rTlON: llo, oF c'rlJllOERS 4 ct( llDtrr stzt.- (r x 1 2r 'rMc GrUNDER5 c,{sI 9:44 A.M.wr[nE c{:r On-Si te CURING INFORTGTION: r{llul cuRE on-site 0 rE STRTPPCD 9-l-9-90 RA.D SIoTIIGE FACIUNES Fr: B. Carr Cure Box MrN.,/lrN(.o lEnIlE AT r r.9-19-90 nDr\RKs ACE TIAIE 0tE TESTED TgI L t.O t) (rr,5) DUrlETF-N 0r.rcl rEs)/.'tEA(sa. rN.) @uP. sIR. (rr5D TYPE OF TII/ICTURE c|ljNogt w€Jcr|T (LIrs) CruND€R UN]T WOCTIT (ts'cF) 7-B 28-B 56-B 56-8 9-25-90 10-16-90 1l-13-co 11-l-3-s0 78,000 94, 000 6. 00 6. 00 6 .00 6. 00 28.28 z6-26 28.28 28.28 2760 3340 con./slrear COn/Slrear OESICN SIRINGIH 4500 Pst o 26 tl 15 fIJIs CY t^l'dr^IDftf .lf Rs.t|llf l lJlr llt ^.Ilorlll^,|cf ! lrtl rtfi X]rlI Ang uitl lol'3 Inll155 OnttJItYE{ tloltD so!f, l rl)fru^lnr| orl l||ts lt"sl Rtr\xr rraY tI. rno4D(' rr ollluls. Test sample taken frcrn truck disdtarge' puq) in use; coP,Es li::i::"T.ffi:.fi;ll'"cturc ; PCL Construction Scrviccs; Wcstern l'lobile; UIIS Consultants; Mr. Gary Murrian; B. Carr T. Laudick FTELD OI}SET/ER APPROVED TT - UltctttrNor1hcnr,l,r.O OREPORT OF CONCI?ETE TEST CYLIFIDER D,ATA arturll.v, lrtl.F..r .^n .'<ln,rl't. ^sl!Unu|trf'ifcf'{tortr'fTl.n|fFtnEA,rodIl3tt,1^-.ttlnfFrnr5rit:|'|,nr.dllnAtIltf.l}''rotl.J..nnoX(tsl^f'{'}''5.co'rl|'.r'6onrx|n|crs'If|U(nelG{lD|,|f)torrrltnll {rf4lJ{9 on{.l ,nur€tltMs l,t|, l.Jttlo lo ur w{llllc. ^ ,h6- .f rr.. I rliii-l c't.- or G..,,.nr.. .or Br. crltl IJA afiO TO:TO'N OF VAIL JOU NO.4 398 90 DATE: 9-18-90 n ttn : lvlr. Stan llc rryrnan DAILY ttEpoff NO. SHEEr 3 OF 3P.O. Box 100 Vail C0 81658-0100 l].NOlcE No. PRG.,EGT Addition to Vai 1 'l'rnnsDortat i on Ccnter. Vai 1 , Colorado. PU\CEMENT LOC.AIION:Wall, Stair No. 1-0, Section F; BATCH TICKET INFORIviATION: SUPruER Western Mobi 1e IIUE Tr^ICH@ llcKrr No.2349 Mu DEslcN No. ATnucK ilo. LI7 lL:55 A.M. cu. YD. I 'nuE ARRTVED 12:15 P.M.IluE Pt/.cED 72:20 P.l'4. FIELO TESTING INFORI/ATION: IluE TESr T^,(EN 12:25Pt\trLUuP 5 lN. NR coME lT6.9 ; WEr UNn wEctll139.5 t'ct. suPLe rEilP. 71o All lTltP' 69o JOL SPEC|nCAnOI.S sLuup 3-5 tN. AR coNTE {T 4-B x warrn DD@ AT sm 5 ar. nnrenxs B of 24 ydJ C)IJNDER INFORI,,{i{TION: to. oF 6n,xoF,Rs 4 cn [{)r,t srzt;6|| X 12tl lruE cruND€Rs cJ.5r L2:44 P.M. wttgnt c^sT On-Sitc CURING INFORI.IATION: llltlul cuRE OrrSite i |;db sror,.,^cE F cluTrEs Cure Box MrN,,/M/;(, MrE/nuE 11 1,^Jr 9-L9-90 tnlE srn|Fpq) 9-19-90 rr: B. Carr RE}{ RK* ACEtll€tuTE rEs'Iu) lgr l r.o D (r.06) D!Al.|E'IDI (ll.rclrEs)/\nL{(sa. rN.) couP. sTn. (P3D T/PE OF FIIACTUNE CTL'NOER wEroalT(l!5) cruNo€R uNtr wuc{rT (F'cr-) Z 6-U 2B-C 28{ 9-25-90 10-16-90 10-16-90 10-1-6-90 81, 000 110,000 113, 000 113, 500 6.00 6.00 6.00 6.00 28.28 28,28 28.28 28.28 2870 3890 4000 4010 con,/shear cory/shear con/Shear coVshear 3000 P$ 026 D^\6DS'GN SIR€NGTH ttsrs Fl w)cat^aor/ rt Fs.ronl ,'rf |lr tf,.frro^r&{ fi r Arr"r x}fiI r-<1! uE-tlnlt:i tn{ l= ofllulil5[ uolfo 30uf [lr on[ Dotl olt lltls lLsr lttl[flt UAY t[ fno$ffI] fi oll|Lns' Sanple taken frcrn trucJ< disclharge, trltlrp jrr use;PROGRESS REPOKI: coPrEs Xi::ill"'t'ffi.ffil1'ccture; PCL Constructiorr Scrvi ccs ; l'\rester:n lt'lobi lc; UIIS Consultants; lr'lr. ,Gary Murrian; B. Carr T. Latrdick FIELD ODSETil/ER APPRO\'ED UT -__-......,.'+ Chcn$Northq'n,Inc O 'a,allrivl htn-'. lrnl i.L.lt t. REPORT OF CONCRETE TEST CYLINDER DATA ftAUunu|Pf'[cTrxTof[l|TlnttF|||l|t^,|oolFa'|.!n||[nrxxrF'[3t,rrrit|f|)Asntrco''rfxIw'i'r'rr'r'r'(r|nc||[M1q)r.(rrrt'fi|'X'5.oo'rctJ'irt6onrxlI^.;ls|lll'v('tt|lcJr,4,rnou"^t'nrrrs..i..niiird}llolm 4ovrufill ur4r.:(t onlllt rn||^tqtutls ^'|f. t,rttlo m I'l $l{t[fii. ^ 'r<'6- 'f |||.l lllll 10.!rr .r ro6r.ih. torh r,.. caf, JA a/co TO: T'WN OF VAIL Jotl No.4 598 90 DATE: 9-18-90 Attn: Mr. Stan Berrynan DA1Ly REpORT NO. SHEE1 1 OF 3P.0. Box 100 Vail C0 81658_0100 tNVotcE No. PROJECT Addition to Vai 1 Transportation Centcr. Vai1, Colorado. Deck Topping, Level 5, Crossover, Lire B to C, Line 33.L to 30; rcxE-r tP. 2330 BATCH TICKET INFORMTION: SUPruER hrestern Mobi lc ]nucx No. 119 6:L9 A.M. Mx DEsrcN No. C cu. rc. 8 NHE &ArcIIU)nuE lnRffiD 6:30 A.M.IluE Pl,rcED 6:37 A.M. FIELD TESTING INFORMATION: ruE rEsr r,rxe{6:42 AM sLuup4 3,/4rH. arn corn-rn6.4 : wEr uNlr wEqnl39.3 JoB SPEClncJ\nONS suJup3_5 rN. ltn Cor.{ToJT 4_g I WAIER ADDED AT srE pc-t.s,AJ,rPl..E lEl,tP. 70o rR TElrP. 40o tht. tror^ff|<s: 24 of \44 yd3 11tlCYUNDER INFORi/ATION: HO, OF CYIJNOF_RS 4 r,xlllDctt stzc (rrr x ]lM[ c.UNotRs c-lsr 6: 54 A.M.wHEnE cJLsr On-Sitc CURING INFOR}.IATION: tNt1uL cupe OrrSite RaD s1x1fi^cE FlctunEs Orre Box MtN./M,u. o lgnuE 11 r..,rIL 9-19-90 rt4lE $n1ppgt 9-l-9-90 0y. B. Carr RET RKs ACE DAE t)rE IESIE) TOTAL LO^D(ris)Dl^METFJI (hrc|r15)i\rlF.\(sa. rN.) @uP. sIR. (Psl) TYPE OF fTTCTURE I cvl',NoERI wE|arfi I| (ujs) l c-ruHDF-n uNfr wE|Grr (Pcr) t-J.- 28-A 28-A 28-A 9-25-90 10-16-90 10-L6-90 10-16-90 78, 0oo 6. 00 6. 00 6.00 6. 00 28.28 28.28 28,28 28.28 2760 con/shear OESICN SIRENC1H 4500 Psr o 26 DAYS Ttsls tr uooar rofft rtRsattom. Atlf ol Lfirro^rrc!: wlnl l,'n i]rrr atrv uf-llf,x'i l,ltltsi or|ll-xlYEf, t()rEo sol{f tfltofir l|ox ol lx6 lLsl tltrpfir lr Y fi. rnor'l0u) fi ollluls. PROGRESS REPORT:Test safiple taken frcrn truck discharge; pwp in uset COptES Michael Barb.er Archi tccture; Anderson Ir llastings; PCL Construction Serviccs; Western l,'lobilc; URS Consultants; Mr. Gary Mr,rrrian; B. Carr T. Laudick RELD OI'SEJWER APPRO\ED ry '4r*rurla lJrtlE r ofil &r-'lr.l.Chcn*Northcrr:,llrcf O REPORT OF CONCRETE TEST CYLINDER D.A,TA TO: TOITJN OF VAIL JOIJ NO.4 398 90 D^TE: 9-18-90 Attn: Mr. Stan Berryman DAILY REPORT NO. SHEEr 2 OF 3P.0. Box 100 Vai 1 C0 81658-0L00 ll.IvolcE No. PRO'JECT Addition !o Vail Transportation Ccnter, Vail, Colotado. PI.ACEMENT LOCATIOT'I: Deck Topping, Level 5; &{TCH TICKET INFORI/AT]ON: SUPruER l{estern Mobi le TIME Ir^rcHED Mrx DESIGN l.to. C CU. Y!, 8 A.M. TluE PIJCD 9:25 A.M. muo( No, B:58 A.la. ncKEr l€. 2343 nME /\nRryf-D 9:11 54 FIELD TESI'ING INFORMATION: TIME rE'f T XEI'I 9:30AIt1 sLuuP 6 JoIl sPEclnc^nol{s sluup 3_5 rN, ^rn colrroJT 7.o..wer uN|I wErct[138.3 AJR CoNIE^JT 4-8r WAIER ADO(:I) AI sm p,ci. sAl,aPLE TEIIP. 69o xR rErlP. 66op rat. nanraxsl.2O of 144 yd3 lN. CYTINOER INFORI/ATION: rrc. oF crt NoF,Rs 4 r.yUr{DeR srzE 6tt x "l2tt llME cruNDEtlS c^st 9:44 A.M. w}tEnE cAsT On-Site CURINC INFORMTION: lNlTlAL cuRE ftr-Site nE-o sTorucE F^ctunEs .Orre Box M|N./MA(. 0 TEnuE AT tJ\& 9_19_90 DAIE SIRIFPE) 9-19-90 llf: B. Carr nutnK$ ACEo\6 OATE IEs'E) TUIAL L(UD(|as)DT^IIETFJI(rlrclrE)lnF,\(sa, rN.) @uP. slR. (r.st) TYPE OF r-nlcTunE cruNoot tY€rorft(ujs) C.ruND€I uNtr wUcffi(Pcn 7-B 28-B 28-B 28-B 9-25-90 10-16-90 10-16-90 10-16-90 78, 000 6.00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 2760 con,/stlear oEsrcN slnatclH 4500 Psr o 26 orls tEsnt rt ulguroRr |rf Frs{t|lln ftrt ot falxtrlD }rcf, w,lDI rrfi x}r{f Astu rrf.Il x)ltli llt4css onlrr liE rrcIED so{E ltlro(lu t|or ofl lrls rLsI atrrolrt l4AY tf r'fiuvlo(, ut ollluls. PROGRESS REPORT;Test sanqrle talcen frcrn truck disctrarge, puq> 5n use; COptES Michael Barber Arch itecture; Andcrson q Ilastings; PCL Construction Scrviccs; Western Nlobile; URS Consultants ; Mr. Girry Mr:rrian; B. Car= T- Laudick FIEI-D OT}SERVER APPROIGD IT/ ts^Uun4lEr<r[cFxronr|r3.It('{FE^'|oolisll.vl-lt.Atnrm'ns^^[slmr'ntDAlrrro|fll'll|lu|Ft(FFtl.,f.l,nC||.'0s'|,|!h|,^m[nox(rst^Iry'rrs.cJl|€-tt,1r|6onrXmAIimouo.|F|G^,rnonouaFt.m.ris.|3a|:i[tr|DFf'|oof:o|,n||[|[l|40rr,1r[, uutJ:! on|tt lnrwql|rxls r,[ ,..*rfo lo Dr wxn|rlc. ^ .al'' o. u,.lillfl-lc'-,o rr co,rgo.,,i ..'h r|o. cutllJ^ a./eo 'rrF|lur|? L^glr<! nn, s<bn|tl.Chcni)Northcnr,lnc I O REPORT OF CONCRETE TEST CYLINDER DATA ru: TOWN 0F VAIL JOO NO.4 398 90 DATE: 9-18-90 Attn: Mr. Stan Berryman DAtLy REPORT NO. SHEEr 3OF 3P.0. Box 100Vail CO 81658_0100 |NVO|CE NO. PRGJEGT Addition to Vail Transportntion Ccnter. Vai1, Colorado. PtlcEMEt{T LocAt'ioNi Wa1l, Stair No. 10, Seetion F; BATCH TICKET INFORITIAIION: SUPruER Western Mobi le N E 8ATOIED cu. \o. IncKEr 1lo.2349 Mrx DEstcN M). A nME i\RRtvtD 12:16 P.M.TruE PTAGED 12:20 P.M. lnwK ilo. 117 11:55 A.M. FIELD TESTING INFORMATTON: IruE TEsr T J(rlr 12:25p[,trLuup 5 tN. .Joo sPEctnc^nol6 sLlup 3-5 N. An cor{rE {16. 8 : wEr uNfI t{Ec}fr 139. 5 arn corrwr 4-8 trw lut ADDS) Ar snE sarPtE lEnP. 71o AIR TEIIP, 66o thr. Ro/AR(* 8 of 24 vd3 P"t. J CYUNOER INFOR},6TION: tro. oF cYlJHoERs 4 c,"n.trrDrn srz|i (:" x 1.2l' llMc cYLlNoERs c^st L2:44 P.M. w]tglE cASf On-Site CURING INFORI/ATION: ttlllul cuRE OrFSite RE13 slorucE Fi^ctunEs Cure Box MIN.,/M c MrE/nuE er uur 9-19-90 Ir rE srntppgl F19-90 rr/: B. Carr REruRx& AGE tl^l:s Dr€ rEs'Iu) T TAL LOAD (lns) DIAUE|rjl (r'rcl€s)NlEA(sa. rN.) @uP. SIn. (Psl) TWE OF FRrCrunE C/UNOB tvE clrT (urs) CT1INOER uNn wElon (Pcr) 7-c 28-C 28-C 28-c F2s-90 10-16-90 10-16-90 1r16-90 81, 000 6.00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 2870 gcn,/shear DESIGN SIRINGTH 3000 Psr 026 D^Ys rEnS rt uEurofiY rtn':!a*lrm_ Aff tt tarxrro r|:q w|lrt lffir-|rtf An! lt-tlxrm u(r,s ollllailif, ]lolto !ol{t ultofirulff o|l ll1|5 lts' t[Fofll u Y It I'llolalxt ItY ollluts. PROGRESS REPORT:Sanple taken frcrn tnrc* discharrqe, pr[rp in use; COPIES Michacl Barbcr Architcctu rc; Andcrson {i llnstings ; PCl, Construction Scrviccs; l{cstern lt'lobile; UltS Consultants; lr{r, Gary Murrian; B. Carr T. Laudick FIELD OBSETWEII APPRO\ED TT ^t^gunqt'ExrTtcTlr.ro.t,.rrTs.I||fnmE,{r(r|is]l,\^.!.|rfnrFr'fEl,r's|,m'l'IDAtl||r.otfrol'l'!^|nrx!'|'YoflFc|l['rx'n.'fsr^''lt''.r5.oo'tl'Ex'6o'rfxI|A:lir'brf(nFtGrJ|D|'{,.xro"rr.<xrs'-i''ii:'it 4OlFtIn.D Ur^rJlt qn|ti arrwEurD{s ,[ ,/!rnu, lo pr rirrllarc. ^ i-!r6- .. u.l rifH-le'-- of co,tFirr ror r|o. CutllJ a/g{} * CltCItq}Ngl'[lr.'''''' l'-'..' t ''""";:tT oF coNCrlETE rrsr ivr-?oER DATA ''a'u'vrrn'r'rq'rnid"''-!'|hr' To: JoD No.4 398 90 DA|E: 9-19-90TOIVN OF VAIL nttn: FIr. Stan llerrynan DAILY REPORT No- SHEEr 1 OF 2P.0. Box 100 Vail C0 81658-0100 ll'volcE No. PRCTECT Addition to Vai l 'l'1'ansport at i on Ccnter, Va.i1, Colorado. PLACEMENT LocATioN: Deck Topping, Level 4, Line B to C, Line 30 to 33.1; BATCH TICKET INFORMTION: suPruER Western Mobile NME OATOIED rRrrcl( No, 104 5:48 A.M. ncKEr i!o. 2354 MX DEslcN NO. C TIME ARnrvTl, 7:02 A.M.TluE Pr,rcED 7:10 A.M. cu. Yo. B FIEU) TEST]NG INFORI/ATION: lluE r[sr T xE}t 7:15AIvl sLuup4 3/4N. JOn SPf,CtnCAnoNS suruP 3_5 tN. AJR colmr{T 6.5: wEr UNfr Wt]c|fr139.5 AJR CO|TTENT 4_R r wAtE t ADDED AT SttE s IPLE IEllP. 650 AIR T[It'. 40o car. ne*\ xs 24 of B0 Ydr pcl. CYLJNOEII INFORI/^TION: lto. oF cytJNDEffs 4 cYl|tlrrE r stzr 6rt x I2rt IrMr: C1'LINDERS tir-rr 7:28 A.M.MiEnE c^5r On -Si tc CURING INFORI,{ATION: lNtruL cuRf,: orFsite ROJ' sTOR 6E rACrUTlEs cure Box MtN.,/lrA,x. DArt^ruE AI t^tr g_20_g0 tr^lE $n|PP€D 9-20-90 tt/: B. Carr RuuRl(& AGE l]^ls r)^lE IESIE TUr L LOII)(rrs)Dr^r,rEl€Jt 0rcHf5) 'IEA(so. rH.) couP. s r. (Psr) Tn'E OF [llACTUnE G'ruNDE I wfJclfI (r.rjs) CruIID€R UNtt \{ElCt lT (Pcr) 7-A 28-A 28-A 28-A 9-26-90 Lr17-90 10-17-90 10-17-90 98, 5oo 126,000 L22,500 124,000 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3490 4460 4330 4380 conical ooVsplit co4,/split conzsplit OTSICN 5IR€N6IH 4500 Pst ozo DAE IE;TS ltt utxtt^rollt rt|rSftrt|'l |,rI ttl f.r](xlo rqf w'nl ^rt1r7,|f asrv utllK't' l'llt l= oll|lJri'6t lloTfo 30r|f lutrulx)d ott llns ltsr ltfFo{rl lrAY m fngvll)tD rr ollltjrs' tR*t€ss R,E aR[, Sanple talcen frqn truck discharge, prmp in use; coP,Es H::i::"T'ffi:.ffil1'"cturc; l,CL Construction Services; Wcstern Mobilc; URS Consultants; Mr. Gary Murrian; B. Carr T. Laudick RELD OUSETVER APPRO\€D iIT ts I sunA rnorIGFH rtt ct [[T:r. Itt n[r lr{r q,r3ll.vt-( rll naTottts rrtll:lrm{rtin i{n (r srrrrurrrrt, r'rnrcr rr.!rr.! or /xnr-Js.txl( dt trlc rtorfm {orr,llrtr urrltss ontt ,Ie|ltq}uns |^t r.Jitlo lo ul srlllrrc. ^ .Fi.'- '. U-l tllll lg.!.F or co.q'o,'b. ro.i r.o. caf,t IJA a/g(t * CltctttlNorlhcn' r'"^ ",,1:! o .,n,,ry, .,,,\..,..fr,,4-,&,. REPORT OF CONCRETI TEST CYLINDER DATA TO:TOI'N OF VArL JoD No.4 398 90 DATE: 9-19-90 Attn: ltlr. Stan llerryrnan DA;Ly REpOf{T NO. tpggl 2 Of- 2 P.0. Box 100 Vail CO 81658-0100 lNVolcE No. PRGTECT Addition to Vail Tr:rnsnoltation Centcr. Vai1. Colorado, B@ms, L€veI Four.PLACEMENT L0C^-TIOIC Lirres Bl-.2 & P.2.2 frcrn Line 1"5 to 18; B,{TCII TICKET INFORI/ATION: suPruER Western Mobile rrucx Ho. 46 ncrer rc. 2363 Mrx DEstGH No. A cu, m. 8 'ME B^rc'@ 10:19 A,M. 'ME ^RRrvgp 10:29 A.M. luE pLlcu, 10:35 A.M. FIELD TEST'ING INFORMATION: rME 1E5r r^,(E}| L0:4oAl,tsr-uup2 3/4|}r. JOO SPEClnCAnOl|s suJuP3_5 tN. atn coxru{r 5.];wrr uNr v'odtn139.B AIR GollTOtT 4-glWAIEfi ADD€D AT sm pcf. !vr{'LE rE}rP. 70o Allt lE!P. 600 18tur'n@ CruNDER INFORIIATION: to. oF ctlJNoF-Rs 4 r,^Ylfir)Elr :irzr 6rr x l2rr lur: c:rl,lND[Rs crg;r 10:56 A.M. MttnE c^sT On-Si tc CURING INFORT{ATION: lNlIuL cuRE on-Site Fan sroRir6E F/rctunEs Cure Bo>r MIN.,/MN(. o rElnuE Ar r,Ar," 9-20-90 Ir IE SIRIPPS) 9-2V90 sr: B. Carr RFI/\RKS AGEDl€I)^IE rEstE) 10T L I.OAD (urs) DUTTEITJ{ (rr€l|tjs)NlEA(sa. lN.) couP. sln.(r5l) ]YPE OIJ TlUCTURE c.YlrNDUt w[rctfr(urs) crulroen uNlr w[:)cl rr (r,cf-) 5-B 28-B 2 8-B 28-B 9-24-90 10-17-90 1.0-17-90 10-l-7-90 94,000 126, 500 125, 500 t-26,500 6. 00 6. 00 6.00 6.00 28.28 28.28 28-28 28.28 3330 4470 4440 4470 con/sp1it co4,/sPlit con/sPlit co4,/sP1il OESICN STRENG1II 3000 Psr o 2a DAlns 1f,515 ItY l,lDcn ruTr 11 tts(tlr|.1. ^rrf [l r..fJntrtr:r finl lr'rl lTnlr Arr! |,F. n0!i tllltcis olllurinSf lrclfo SOUI l'|lonrr l|o{ olr l1||5 llsl ,ltl\[t u Y tI- Pno/lotD rY onuls' PROGRESS REPORT:sanple t:ken frcrn tnrcJ< disctrarge, Ptltq> in use; coP,Es H::::l,T'i,::.fi;ll..cture ; PCL Construction Services; Western Itlobile; URS Consultants; Mr. Gary Murrian; B. Carr T. Laudick FIELD OBSEfiX/€R APPROVED I'f {tAvuIu|Dr'[gTrf(lcl|l'|Ti!n|rn'nEA,lo0lF3ft-tl-!,!tnl'n'ti'.[:|l|,nqltloAt[|rfo''[r,xIwnrfntyoro||nc|}t'\f)t rt illltrltrrs- ctrEl tri'F o[ rntrlcts trna a8 ntixrrttoo q()unlnl, ur4ts3 on.!i ,Nn rglruu|Jls rt[ rar[tD lo lfl Yrllllll|;. ^ Fdb- o{ u.l fiiUl e.-r or .o.!rro,ir.. ro|lir l|o. CrICIIJA a/ro ChcnsNorthcnr,Inc O 'diru'r,t Ltln.r .h{ kld hl. REPORT OF CONCRETE TEST CYLINDER DATA ft^UUnuIfn'fcTrIoc||tlf!"TlttF|mltD|t'd|ai'l'vr]!||lnITY|ltTs^,45('NnrDAsrt{:.o'frDl'llwrfrftr o. srarrrr msr crrr€lttirtG on txrFA;il4ovrum u||rl.s:l on(.i rnruroortj|ls ^'lt |."&to to trl ||rnur;. ^ nr-,r- o. trl liiii-|e..,o or co6Fr - ..d l|o, C|rtllJ l4O To: Jor,r No. 4 s98 90 DATE: 9-19-90TOWN OF VAIL Attn: Mr. Stan Berr:yman DALY REpOf{T NO. SHEEr 1 OF zF.0. Box 100 Vait C0 81658-0100 lNvOlcE No. PRGJECT Addition to Vail Transportation Ccnter. Vail, Colo.r:ado. PIACEMENT LOCATION: Deck fbppirg, Level 4, Line B to C, Line 30 to 33.1; T1ATCH "IICKET INFORI'ATION: suPrurx Western Mobilc NME 8ArcfiED I]CKEr No. 2354 MU DESrclt flo. C cu. r1}. 8 nuE ARRIVE) 7:02 A.tvt.TlllE PlJcs) 7:1.0 A.t[. TnucK No. 104 6:48 A.M. FIEU) TLSTINC INFSRII.ATION: T|uE IE,r IX(t}l 7:15AI,I 3LuuP4 3/4N. JOtl SPEqnGAnOlrS SLUUP ?_5 tN. sarPLf TE rf'. 650 AJlr lE rP. 4qo rhr. RanARKs 24 of 80 yd- NR CoNrElfi6.5:wEr uNr wEclrT139.5 lrR coNrENT 4_R rw TER ADDfl) AT SITE pct. CYUNDER lNFORlv,l/rTlON: IK'. OF CYIJNDERS 4 r,"n ftlDEH stzt: 6tt x l2tl 'lrM[: cflJNrrFtrs osr 7:28 A.M.wlltnE c^sr On-Sitc CURING INFOR},{ATION: lNflu|. cuRE or-site RE srorir6E F crullEs cure Box MtN./r{A)(. o rL-lnuE AT tl& 9-20-90 o rE SIRfPPED 9-20-90 tlYt B. Carr REITARK& AGE I)^16 o^lE IESTED T('I L t.O{' (Lrs) DI^IIETFJI (llrcr rEs)^nFA(sa. rN.) couP. sln. (Psl) TYT'E OFflt cTun€ C['NDER wElot{T (trJs) C-ruIIDER UN'I V'E)GIIT (Pcr) r-A 28-A 28-A 28-A 9-26-90 1r17-90 10-17-90 L0-17-90 98, 500 6.00 6. 00 6.00 6. 00 28,28 28.28 28.28 28.28 3490 conical OESIG1I SIRENGIH 4500 Ps o?o D\\5 rEsls g/ t Aooaurcd a'ln5filrfl ^,.f lll ,.fi{I),vnt: wtrrl ^tr'lr7'i f afiu ![tln0:i t,tllr:s on['(i-E{ llofto s(,r|t Ht()|nal|on otl t|ns llsl lflrr(rrl UAY ff lnovlo(D ltl ollluls PROCRESS REPORI: Sanple taken frcrn tnrck discharge, purp in use; COptES Michacl Barbcr Arcltitectu re; Anderson & Ilastings; PCL Construction Services I Wcstcrn lvlobilc; URS Consultxnts; Mr. Gary ltfurrian; B. Carr T. Laudick FIELD OI.]SESVER APPRO\ED II/ ChcnilNorthcnr,Inc I ' ,.Eflrrvl btr|*r .d, s<l-nbl. REPORT OF CONCRETE TEST CYLINDER DATA {s^uunut.rx'!fcTrntDct,f|.Ts'Tl|(nmEIhd|Fs'l'wv\,|tnt'\D.ns'r[s(,D'|r]DAlf||.(,''[x'rIw'tlo''frdor(r,,|ct,t.'qoforsl^'rr..'J''..,'c|l,ri$6onrrrFri5mor'tor|nlG^,|.,|r'oun*txxrts'.n'-nt:it,|lFrl|D||& 4o9t\lnt u{tlt onEr |NflAr€c|ruas xlt |.'qtl.o To t'| nra ||rc. ^ niir- o. u.l iliir-le.-- or Go6Fr - t.ti r.o, C|Ifl lJA a,/eo TO: TOIVN OF VArL Jo8 No.4 S98 90 DATE: 9-19-90 Attn: Mr. Stan Berrynan DALY REPORT NO. SHEEr 20F 2 P.O. Box 100 Vail C0 81658_0100 tNVotcE No. PRc,EcT Addition to Viril 'fransportation Ccnter. Vai1, Colorado. PIACEMENT LOC^IION:Beams, I€vel Four, Lines 81 .2 & 82.2 fr.crn Line 15 to 18; . BATCH TICKET INFORIVIATION: SUPruER Western Mob j. le rnucx lO. 46 rcKg1 1$. 2363 MH oEstcN r.lo. A cu. rO. 8 nuE Il rcHED 1,0:l-B A.M. nuE ^nHNED l-0:28 A.M. rluE PL,AcED 10:35 A.M. FIELD TESTING INFORMATION: IUE rEsI rN(an 10:40Al4st-uup2 3,/4w. AJR @NTEllT 6.]: wrr uN|T wEctr]-39.8 pcr. sA]tPLE rE P. 70o AR TE!P. 66o Jotl sPEClnClnOlEi 5urvp3_5 rN. AR coNTEln 4_dt wAITn ,rDDCD Al sm 19 r;ot. nD*\RKS: g of 36 vd3 CYLINOER INFORMATION: ilo. oF cyUNDEras 4 ]tM[ cn tNoERs cA5T 10:56 A.M. wrEnE c^sr On-Sitcr,^n rlDflr stzti 6r x 12rl CURING INFORI,IATION: lMrul Cune On-Site rr^lE stRrrrPrD g-20-go RELD 5TARA6E FACIUTIES rr: B. Carr Cure Box RETTARX& MrN./t{ x.or\rElnuE Ar r &9-20-90 AGE DA'IT (uIE IES'IE) T T L LO D (LDs) D|xrflt_n (rf{cltEs) JIEA(sa. rN.) cotJP. srn. ('51) TYPE OF TNACTURE CI'L'NOER WEIOHT (urs) CIUNDfi uNtr Y/€lor (r,cr) 5-B 28-B 28-B 28-B 9-24-90 l_0-17-90 r-0-17-90 10-r.7-90 94, 000 6. 00 6.00 6.00 6. 00 28.28 ?8.28 28.28 28.28 3330 ocn,/sp1it OESrcN SIRf}ICIH 3000 Pst o?o D\E lESIr rY [,IXtr |onY Ff r|sfft|rll. ffrf tlr Lrnno tr,f nml ^Pn r7fif Arlu ltllmni trlll l]l; o[|[a E[ lloTfo :o|r[ Dtlonu rK|N olt llll5 ttsl ltu'ofl| UAY m mgr'lo(.o rr olllfAs. PROGRESS REPORT:Sanple taken frcrn tnrck disclnrge r PunP in use; COptES Michael Baqber Architccturc; Andcrson {i Ilastings; PCL Construction Services; Wcster:n l'lobile; URS Consultants; Mr. Gary lt{urrian; B. Carr T- Laudick FIELD OI]SEfiUER EPPROTCO TT 'ar!rUrr., [,irl,r-d r^4 5.1'.lhl. lt^qnl4F.ifr'cFt|lDc||''|T3.T||fFlfE^,oot|[:i|vl:\,tlf'Y'lt"]s,,'f..'|'tqrlr|DA.ir}f.o''1Dl'.|ut-^''d,rbii.9l^I!lrtim}s||,.x'6on'xF|cls,'r.'9(nntc^',|}|'t|ourrernni,'i'.rr'iiii. ChcntlNor'thcnr l"^OO REPORT OF CONCRETE TEST CYLINDER D,AT,A. iounlflt lrrrttss onill lnn^t4tlrt als lrlt, l.Jllt-o lo ltl l{llrlum r '-r{' o. rrlriiii-lo-- " ro.ir6r r6.rn tro. CsCt IJA ./eO ro: JOr.l NO. 4 398 90 DAT[: g-20-g\TOIIIN OF VAI L Attn: Irlr. Stan Bcr:rym;rn DAILY nEpORT NO. SHIEr 10F 3 P.0. Box 100 Vail CO 8165B_0100 lNVolcE No. IRGJECT Addition to Vai.l Tr:ansportation Ccnter. Vail, Colorado, PIACEMENT LOCiI]ON: Deck Ttrppinq, level 4, Line AO to B, Ljne 36 to 39; I]ATCH TICKET INFORtrIATION: suPruEfl Western Mobi le IME IArcHE) rnucx Ho. 104 6:19 A.M. ncKEr No. 2384 x DEslcN ixl. C cu. vo. B nuE AflnrvT:D 6:29 A.M. TluE PtlcED 6:39 A.M. FlEt"O TESI]NG INFORI{ATIoN: TIME TEst uxur 6:42 Alvlsluup 5t ur. arn corrEl,rT 7.Gwrr uNrr wuotr135.5 JOO SPEClnCAnOlG SLUUp3-5 tN. AtR cogtxT 4-g r wllUi AI;D€D Al sm pcf. gAlI'LE IEI/P.640 AR TDrP.40o 0 6ot. lttal nxs: 24 of 1 4d vd3 .IIM[: CfuNOERS CAST 6:57 A.M.\YitEnE c.A5T On-Si tcCYIJNOER INFORMATION: rro. oF clnJNoE rs 4 c,Yl INI)EH stzr'- 6rr x '[2rl CURING INI'. ORI/ATION: INIIUL CURE On-Site RtlD sron rGE rlctunEs Cure Box M|N./MN(. o IE/nuE AI t^&9-21-90 IrArE SIRfPPtr) 9-2L-90 ff: B. Carr RDr/\FKs ACE oAls tuIE rEs'rE TgtAL LOAD(te)DLTMNtrI (rr{clrEs)A'IE (sa. rN.) cor/P. sln. (Pst) TTPE OF RI CTURE c,./LlNDOl wE cfiT (urs) CTUNOFN uMr wficrr(rcf) /-A 28-A 56-A 55-A 9-27-90 10-l_8-90 11-15-90 l"l.-15-90 92,000 117, 000 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28,28 3260 4l40 corr/split oo4,zsPlit DFJrcN 5TR€N6TH 4500 Psl o2o o ls ff,sts itl L,^{XnAfOF Fl lta.rftl|rn xir lrl f4ltr'l0,|:f- wt|rl A'fi r"! l: ,|llu -r/f'rtxtit' t'rrll:s ODlLTtl3{ llOIfO 3ovf llfl onu txtn oH tttts itst'tttt"ottl uY tt rnorot'D uY olllfns' PROGRESS REPORI:Sanple taken frcrn truck discharge, Purp in use; coP,Es xi::il:"'T'li:i.lilll'"ctu'c ; PCL Construction Services; Western l''lobi lc; URS Consultants; Mr. Gary Murrian; B. Carr T. Laudick FIEIJ] OT]SEIWER APPROVED tI/ ' -'chcntrNottltc''"'"ll;or oF coNcRErE ,ur, ,rtDER DArA aralt,q l-.1tEr. 4.!, !sr-'lt l! N^r^,nr{F'm[cTrlodtf',I5.n[n[iE^'||'o||N<rltl-t.||tffm(tsr,'f:|lnr!ntDAstl|fro'flIx|rn^t..-FnoDorto's'^'nt'rrT.co',ct|Fr'6onrf'A:rs''or.(nntcr,l|,rnouo"rxni,.i..r:'.iill-r'iri.rriiuri-oltouFrlnt ullls ('tl[l faRA{f,lrttlls Attl |.Jnto lo ltl ltrllllrlc. ^ n l* or rr-liitrt]r.o.- .{ .06r,..rr.. torn rb. C|rel IJA ailg0 To: TSWN 0F VAIL Jou No.4 398 90 DATE: 9-20-90 Attn: Ir'lr. Stan Bcrrynrarr DAILY REPORT NO. sHEEf 2 OF 3 P.0. Box 100 Vail CO 81658-0100 lr.{volcE No. PRqrEcT Additi on to Vail 'lTflnspoltation Ccntcr, Vai1, Colorado. PTACEMENT LOC.ATION: DecJ< lbp,pinq, Level 4, Line AO to B, Line 35 to 39; BATCH T]CKET INFORIT,IATION: suPruEfi Westean Mobile rRucx ilo. 54 ncKET lro. 2403 Mtx oEsrcN No. C cu. yD.8 nIlE BATGHED 9:50 A.M. nME ^8ttlvED L0:03 A.M. I]ME PLcED 10:15 A.M. FIELO TESTING INFORMATION; 'ltME lET TlXo{10:20AIv1 stuMF 4 3/41. JOB SPEClFlci{nOllS suuup 3-5 w. Arr coNrufi 6.2awEr uNn wrlclll39.3 atR coNTEto 4-Bl w,rrrn ,tt:Drl Ar sm pc{. SIrJPLE '1[}/P, I ral nanrro<s 690 ^Jrt 1orr. 5go. 128 of 144 ydr CYUNDER INFORI.{ATION: rro. oF ctlJNDfRs 4 c,^n |l.tDF-n :;tzc 6rr x I2rr ltMt_ C/LINDEKS C,\ST 10:35 A-M. Mrstc c^sT 0n-Sitc CURING INFORIv{ATION: rNnuL cuRE O:-Site oArE srRFptI, 9-21-90 RE-o sTgttJAcE F ctmEs Cure Box tlt: B. Carr D Tr^rME er ur 9-21-90MlN.,/MA(. RD ASK* AGE o^lls OATErElE)Tgf L r_O D (rDs) DTAMEIfJI 0Nclr€s) ,i\flt,/\(sa. H.) couP. sTn. (r,st) T/PE OF TIIACTUR€ G|'UNDE t wE ol{r(ujs) CTUND€R UNTT WE}GI IT(rcf) 7-B 28-B 56-8 56-B 9-27-90 10-18-90 11-15-90 1l-15-90 92,000 118,500 6. 00 6. 00 6 .00 6. 00 28.28 28-28 28.28 28.28 3260 4190 con/split co4,/sPIit OESICN STRET{GIH 4500 PSt o 2A o^YS rESIt lIY L{tqurc|(Y Fltlsfrorn |,w ul f{r.'rn(t^}r[ wrfrt rr'fl r:^|l f Anv rttrlol'ii Inlll:3 oDlt'R'f,Ef llolfD 3Or|( lllt ofi|r tlox oll 1116 ltST Rf,'ottt u Y lt l'tl{|'/ltxt fi ollluls' PROGRESS REPORT:Sanple taken frcnr trucJ< discLrarge, pwq> in use; coPrEs Xil:l::,.,';"ii::.f ;i;'"cturc ; PCL Construction Services; Western t"lobile; URS Consultants; Mr. Gary Murrian; T. Laudick APPROVED r/ _ Chcnq)Northcnr,Ina REPORT OI. CONCRETE ,ur, a*frouo ooro "'*""""'?'.F'r "'J ''i:nhr' To: To"N oF 'AIL Jor.r No.4 igg 90 DATEi 9-20-90 Attn: Mr. Stan llerryman DAILY REPORT NO. SHEE'r 3 OF- 3P.O. Box 100 Vail CO 81658-0100 lhlvolcE No. PRcuEcT Additi.on to Vail 'lransport at i. or Centcr. Vai1, Colorado. PIACEMENT LOCntION:- Curb and Gutter, South Frontage Road, Station 14+00 to Station 17+80; ITATCH TICKET INFORIIATION: SUPruER Western Mobile nL,cK No, 117 IcKEr No. 2409 utx DEslcN }ro.Class D cu. yD.7 TIME II^TGTTED 1l-:52 A,lvl. nME ARRTGD 12:10 p.M. IIME Pl'/rcs, t2t20 P.M. FIELD TESTING INFORI/ATION: TIIIE TEsr T x0l12:25IM 3LUup JOB SPEC|nC nOI|s SLUUP 3/4rN. NR coMErrs.0 :wEr uNrT wEc|rT143.5 tN. ArR CoNT$r ;rw lEn AD0ED AI srE pct. sAI|PLE TE I'. 70o AR 1DlP.66o 6 cor. nElI nl<s, 14 of 24 ydr CYUNOER INFORI.,GTION: llo. oF c.yl_,NDERs 4 c.Yl ntOER stzr 6tt x 12tt .IIME GftINDEHS OL't CURING INFORMflON: lNlIuL cURe Or-Site IT^IE TRIPPTD 9-2L-90 RA-O 9IOnA6E FIC[JT1E5 Cure Box gY:B.Carr NETAJ1KS MrN./Mrfi.o/\rEnluE ar wl 9-21-90 ACE DAIS o^IE rE$E'IqIAL LOAD (Los) DI^UEIE I (u{cl|€s)^,lEA(sa- rN.) couP.sIR. (P5l) T/PE OF fltAcTUnE CNJ}IDER wf,rc+lT (urs) JYUNDER uNlr woo{r(rcn 7-C 28-C 28-C 28{ 9-27-90 10-18-90 10-18-90 10-18-90 L52,000 198, 000 192,000 196r 500 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 s3B0 7000 6790 6950 conical conical conical conical OESICN SIR€}IGTH 4500 P$o2o D^J6 t6rs ff t odulo{w afRs.Lltltl- Anf Dl A_dmo r|ic w]ltl Lrl x;ftl f l5|r' uf-llnoa ltlltcii onlur'r3l llolfo !o|l( ulfon|r llox otl nl|s l!s' Ftlio{ll 14 Y tt fnor'|r) ) UY OlllulS' Sanple taken frcrn trud< disctnrge; COptES Michael Barber Architccturc; Anderson 6 llastings; PCL Construction Services; Wcstern Mobilc; UllS Consultants; Mr;' Gary Murrian; B. Ca.rr T. Lirudick RELD OI'SENVER EPPROVED tT tt^UUTlAinrmcTrn'oc||f'|TiLn|lF'nE^,{'qnBt|'l,I1||I'llIY''rt5,rf:|'lmr,fr'tDAlin|rf.|'rDllou,..ftt(fErdno,(rsrr|tu.t.'si..n|EttErF6onrx|n,clIaou.n||lcr'ro'f,o,oo''.',fi..d'.iii-:ili}lidli1li.m..ornlnrt urltss on|cr armrflqlunt lfi. r.rrtl.t lo lrr l{ritlllr;, ^ .E'n, or ,r- | tiiill o.o. or cm!6ir.i airtr rr.. Cr.f,l IJA a/9O ChendrNorthcln,hic O '4'E{r^,t lnqlE r .r}.| &r-{Fl. REPORT OF CONCRETE TEST CYLINDER DATA {t^UunutFnorgtntm6r'JIs.I|fF|||lE^'loot,n3Il.vT\'||tN'rr,g5l,[i!l[r.in.oA.itl|f(0''lo|'.n^t'Ilf)."l''lY(rrD.rsr^r{Frs.rrxEllFr'6o'trnF-|.fmov(nnt.w||}|'{,oun^r-xxr.r'.n''niiiinnrinr.orrno|ntxtttl'| 4q!ru.ll Ur.tf:ss On|{t ||r& l|Oo/OalS Ma lJ;mfo ro |ll rYBtltlc. ^ .-ii- or ul lifHl c..,c or co'nD6,- t.tn ro. cr|tt ll^ ./tO lv: T'HN 0F VAIL Joo No.4 398 90 DATE: 9-20-90 Attn: Mr. Stan Bcrryn:rn DALY REPOI-{T NO. SHEEr 1OF 3P.0. Box 100 Vait CO 81658-0L00 lNVolcE No. PRGrEcl Addition to vail Transportation Ccnter. Vai1, Colorado. Deck ttc.pping, Level 4, Line AO to B, Line 39 to 39; MTCH'IICKET INFORi/ATION: SUPruER lllestern Mobi lc inrrcx Ho. toa 6:19 A.M. Trcl(tT l$. 2384 MD( DESIGN r.Kr. c cu. 1,D. B llME BATCHED nME RRTvED 6:29 A.M.nME Pt/rcD 6:39 A.M. FIELD TEST'ING INFORMATION: nuE rEsr ru<or 6:42 AlvtsLuup 5k rH. ^lR coxrE T 7.G wrr uNrr wuclr135.5 A.'R COMIB|T 4-B r w^rEt lDog) AI srE pc{. a s lrPtE TDJP.640 ,rtn rEuP.40o rhr. nor^Rr(* ZS otl,aA.,c3JOtt sPECtFp{noNs s[uuP3_5 tN. CYUNDER INFORIJATION: tKr. oF cflJND€Rs 4 cnll{Dljl rilTt:- 6rr x [2rl 1lM[: CYUND(RS c,sr 6:57 A.M.W}IFJIE c^sT on-Si tc CURING INFORI,(ATION: lNnul CURE olsite R[:LD slDnr6E F/rctuTlEs cure Box MtN./,{ x. o rE,rnuE AI l tg_21_90 OAIE SInFPg) 9-2I-90 ItY: B. Carr nE! nKs: AGE oAYS o^TEIEIEI TOrAt LO D(ljs)D!rr.lEIr_n (rNcHr:s)/\ftEA(sa. rN.) couP, sln, (f,sD I'/PE OF tlUccIUnE crttNDE woalfi (rrJs) CI1JND€R uNr woor(rcr) / -fl 28-A 28-A 28-A 9-27-90 1118-90 10-1B-90 10-18-90 92,000 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3260 con/split 4500 Pst o 26 D\rGDES'CN SIR€NGIH lESn! Ol tllorumfrt t'l tls.rrtlfl r&r ol fal.(rtD frcll $nl ^r"i rrrl r: ^sru ur. rroti In{ 43! onl|-'IlvE( llolfo 30ll€ u$ Qfll lxtll olt ll||s lLst r.nr|oltr uY fi PnwD(D tlt ollluls. PROGRESS REPORT:Sanple taken frcrn truck discharrEe, Pwrp ir use; coP,Es lil:i::"T'li::.ffil1'"cturc ; PCL Construction Serviccs; Wcstcrn l'{obilc; URS Consuttants; Mr. Gary Murrian; B. Carr T. Laudick FIELD OI]SER/ER APPROVED I,If 'a.EfiJq (/r{lrdr n,|.t ScLnFt.Chen$Northcnr,lnc I a REPORT OF CONCRETE TEST CYLINDER DATA To: TOWN 0F VAIL Jou No.4 398 90 DAT& 9-20-90 Attn: Mr. Stan Berryman o^lLy REpORf NO. SHEEr 2 OF 3 P.0. Box 100 Vail CO 81658-0100 llwolcE No' PRorEcT Addition to Vail Tr:ansportation Ccnter. Var1, Colorado. PLACEMENT LOCATION: Deck Stopping, Level 4, Line AO to B, Line 36 to 39; BATCH TICKET INFORL{ATION: SUPruER Western Mobile rnucx No. 54 ncKEr M,. 2403 Mtx DEsrcN |lo. C cu. yD. B IluE IITGHE) 9:50 A.M. nuE ARRfvtD 10:03 A.M. llME Pl-AcE) 10:L5 A.M. FIELD TESI]NG INF'ORMATION: IME 16r TAXEN 10:2otAlvl sLuuP 4 3/4X. NR JOO SPECtnCAnOlls sLrup 3-5 n. r,rn coNTFJrr 6.27wEt UNn WEclll39.3 corro.rr 4-8 x uren ADDF, AT snE pct. SAI{PLE TE}/P. 8 r;ot. nagnlc* 69o AIR TE!P. 56o. L28 of 144 vdr CYIJNOER INFORM^TION: |Kt. oF cYLINDERS 4 r,rnplDEt:itzq 6rr x 12rl 'lluF gYUNDER5 o\sr 10:35 A.M. wHEnE c.\5r On-Sitc CURING INFORMTION: tNlIuL cuRE On-Site o^rE srRlPPtI) 9-21-90 RE-o sToR/.cE F/rclLmEs Cure Box st: B. carr MrN./M/0(.o rE/nME Ar wr 9-21-90 nELr SK* ACE u,ll€ TTAIE IES'TE KITAL LOAD (rrs) DUTTETTJI 0|lct r€s)/.'lEA(sa. rH.) couP. sTn. (,51) TYPE OF F-IIACTUNE cruNoE t wEtcHT (trJs) C'UNDFX UNIT wfr,flff (Pcr) 7-B 28-B 28-B 28-B 9-27-90 10-18-90 10-18-90 10-18-90 92,000 6. 00 6. 00 6 .00 6. 00 28.28 28.28 .28.28 28.28 3260 con/sp1it OESIG STRINCIH PSt o 20 DA.|64500 IE5I5 gr l ,CnAtOflT Pfll'.tlrrtl Arlf |tr |.rcrtrr trf wllt rtfifT,rf Arl! Mlr|rxtli lxtlEs onllalf.9f llolut 50{t lr|| (mr tx)ll otr llll5 tlsr lltl.o.tl u Y fi- flrwlx.o ttt olxln3. Sanple taken frcrn truck discharge, pr.rf4l jn uset COptES Michacl Barber Arcltitccture; Anderson fi llastings; PCL Construction Services ; l{estern l.'lobi le ; URS Consultants; Mr. Gary Murrj-an; B. Carr T. Laudick FTELD OBSEIWER APPRO\ED II/ {t^|JuflAFrmGn.[Ioct|I'|T:LIrttnFEr,Df|Eil,w1l|IarFyns^,|'':3(r'tLrnrDA5|lrco''1D|'[ut-',r$fflav0rfnc||l,,]Dnod (r stllTnlfr:t oorttrtsrtG on rxi&qs ttr.!{ orl ".r rrl)lrft corFtlnl' urll,sl qnltt |fin Nqlttlxl !rf. |rrnlD lo lrl $nlurc. ^ E{t' of rrl ilrrfl e.-. or co6Fri- ..rri tc. Guf,llJ ./CO '/xFduit2 lrgl*r .ol 5.bnhl.Chcn$Northenr,lnc I O REPORT OF CONCRETE TEST CYLINDER DATA To: TgwN 0F vAI L Jon No. 4 ig8 9.0 DATE: 9-20-90 Attn: Mr. Stan Berrynan DAtLy REpOt{T NO. SHEEr 3 OF3P.0, Box 100Vail C0 31658-0100 lhlvolcE No' PRGJECT Addition to Vail 'fransportation Center. Vail, Colorado. PI.ACEMENT LOCAI|ON: - Curb ard Gutter, Souttr Frontage Road, Station 14+00 to Station 17+80t Bi\TCH TICKET INFORIIATION: sUPruER Western Mobi le mucJ( No. 117 11:57 A.M. ncKgr No. 2409 Mlx DEslcN l.lo.Class D cU. )D,7 nME lftRtr€D 12:10 p.tvt,nME PL,tcg) 12:20 p.M.NME Il^TclID FIELD TESI]NG INFORMATION: TluE lEsr Tx€t12.25Pt4 3LUMP JOO SPEC|nC4nON; sullP 3/4rN. Ain CoMErrs.0;WEr uNII wEc]n143.5 lN. ,^JR Cor'rrElrr :l wArul A)og) AI slrE F,ct. SArIPLE lwl'. 7Oo Allt lEllP. 69o 6 cor. no,u r(s 14 of 24 yd3 CYLINDER INFORI.{ATION: |(t. oF c"YlJND€Rs 4 cn-,rtoF-lr stzri 6rt x 12rr IIME c/llND€Rs o\st 12:35 P.M. wtltne cAsr on-Site CURING INFOR}/ATION: lNfIuL cuRE O:-Site RtrD sroR 6E F crunEs Cure Box MlN./r/N(. oi\rtnu€ ar un 9-21-90 DAIE SRfPP@ 9-27-90 lI/: B. Carr nErr RK$ AGE o )ns (llE ]EsTtD TUT& LO\D (tDs) DIAr|EIrJI 0l.rclrEs)^,IEA(sa. rN.) covP. 5m. (P:ir) TYP€ OF FITACTURE CYI.JNDER w€Jorn (rrJs) J'ITJNOERuNr wElc|tr (Pcr) 7-C 28-c 28-c 28< 9-27-90 10-18-90 l_0-18-90 10-18-90 152,000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 s3B0 qcnical DES'CN SIR€NGIH 4500 Psr o 2d D^'rs rf,sTs rt urxn^tort ff831.r|ln. lr.r [l A:frrro ]|:r fint {rr!1 rJrrr An! llltnl'li lll|| |:ls on|tj rtE tlotfD 30|lE tflf oaot ltrN oll ll5 ltsT ftt ltofll UAY rt rrrl(wltxD ItY oll[ns. PROGRESS REPORT: Sanp1e taken frcrn Lmck discharge; ..nortrq MichaeL Barber Architccturc; Anderson fi llastings; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrian; B. Carr T. Laudick FIELD OI]SEfil/ER EPPRO\€D II/ ll^uUnur.nFo'IcTrnI0ctlf'.r:LIttF|n'g^,|oq|fs.|-vr:.rtI.|f'orrsric't,'unlr}Atl||ffo''1.xt.'u|F'l<r't'trYnoF.rst^rrurFE!mrEur|n.6oFrxl'A:lsmov('tt|lG^'|t''|.|ounnr'rrrrrrs..i'rtitrnllrlllulccoul\In-I' urn,Lsl on|t-l tafi^l€tlrul|s rrrf rar[LD lo |ll !|,,|nulc. r .rn6- o. rrli-r[i'lo-r o? co.r,!o. - ro.n r|o. cr.tt tJA a/eo Cltcn*Nortlicrtt,lnc a a ,r,rrrn rn,'r-.r n.n s.,-.,h,. RrpOnr oF coNcRETE TEST cvt-iFfbrR 0RtR 40|,nInD Utrrt-ts on|tt |nnr'gt rt'Jls lrlt faJlllo lo lll Yfllllllrc. ^ '-'t'- o{ rtl ffin r".. Gf co6F,r- .orr rrr. cstl IJA a/eo ffitniitr,|odF3ll.l^-t'4lI!.'aj1l,l'|fll'tr.rn'oAtt|r.o|'[xxn4..firoFlntYorq,Rctlt.|os'r,D!.I1(''t,^lErrlt}nF|nir,-no, o. n^rr4Frs- (ttn lf*rt on rrtnkls lioq d plc{torrtl To: Jou No.4 ig8 90 DArE: 9-2I-90TOWN OF VAIL Attn: Mr. Stan Berrynan bruLy REpOI{T No. sHeEf 1 Of 3 P.0. Box 100 Vail CO B1658-0100 lwolcE No' PRGJECT Addition to Vai. 1 TrarrsDort at io'r center, VaiI, Colorado. ' Deck Topping, Level 4, Line AO to B, Lirte 30 to 36; IIATCII TICKTT INFORMAT]ONI suPruER hlestern Mobilc Intcr( tto, 117 llcK[T l'lo. ' 2419 uu DEslcN tJo. C cu. 'o. I nuE s Tct1s) 6:29 A.M. nuE lRrlt\tr-D 6:40 A.M. nME PW;ED$;{3 A.M. FIELD TESI]NG INFORMATION; IIUE lES't T XEI| 6: 50 J\IVI sLUuP 3L N. NR coNrU{T 6 . 0: wLl UNIT WEclm3g . tl pcf. sorPE I[}JP. 680 AJll lU/P' 40o JO0 SPECInCAIIOIIS 5LUUP r_R tN. ^R CoNTEIIr 1_a.I WAfER ADDED Al srE Gdl. Rar^RXs 32 of_l-2&-:Zdj CYLJNDER INFORMATIONI lro. oF c11,lxt f.Rs 4 rin lrroE r stzE (rrt x I2rr lluE c/LlNotRs c.rrsr 7:00 A.M.wlt[tlE c^sr 0n -Si tc CURING INFORI,{ATION: lNltt L CURE On-Site RE D s-roRrcE F^cttmrs Cure Bo)( MtN./r,{ x. cI^IE^IME ar r,rL 9-24-90 Ir,rIE $RlPPg) 9-24-90 gt; B' carr REtr RK* ^,lEA5(t. rN.) 28.28 28.28 28.28 28.28 con/sp1it con/split con/sp1iL conlsplit 3570 4560 4490 47BO 6.00 6.00 6.00 6. 00 7A 284 28A 28A 9-28-90 L0-19-90 10-19-90 10-19-90 101, 000 129, 000 L27 |OOO 135,000 4500 r5r o 2d oAYs rE:rs gY tAtqlArcRY tlt tis.toln. ffif ltl |rrir|ort|i[ tfllll lrltl nTllt Anu r't-llKtlt5 lllrl l;5 Olllti$a:{ lorfo sorte lrl,oflr{Alxl}l ori iiris-rtsr-rnrclrt vAY tr' rfttdxlr fi olllljls' PROGRESS REPORT: Test sanple taken frcrn tn:ck disctrarge. PlfiP i-n use; B. Carr T. Laudick FIELD OI]SEFVER APPRO\ED tI/ cnrrFq Michael Barber Architccture; Andcrson 6 llastings; PCL Construction Services; ulestcrn Mobile; URS Consultants; Mr. GarY Murrian; . Cltcn*Nortltct't],ln1 O 4.a.,F, r,?'F..4^., i4,,nh,. REPORT OF CONCR[T[ TEST CYLINDER DATA ,:ounr-trl| lrr{ lJ:t onlttr lmwqlulls lr. r.rrtt.D lo ul wtllllt|c. ^ F-*'- o. - | t jir t I o.-,n o. .o'nD!ih. to|n rb. CsEllt{ 4/eO rslvlmutF|x''IcTn{loe|['fTl"nttF|[rE^,|o.|'i3.|v:t'|ll'ntn(l'l|s^,'.:'.Jri{llr'oA!tn|rr'l'1lx}llw-ltl[dfrxr, .t st^rt,t r.rt crrtcr I r.irr6i nn r_.ll[^cts To: Jou No.4 sg8 90 DATE: g-2L-go TOI1IN OF VAI L Attn: Mr. Stan Bcrr),rnan DAILy REpOKf NO. SHEI1 2 OF 3 P.O. Box 100 Vail CO 81658_0100 |NVO|CE No. PRGJECT Ad<liti.on to Vail Transpor"tation [icrrtcr, Vai1, Colorado. PLACEMENT LOCATION:Level 4, Deck ToppJng,Ljrre AO to B, Line 30 to 34; 49 lcKEr No. 2434 Mu DEstcN M). C cu. m. I nME ,rRnr\€D B:48 A.M.l]ME PLACg) 9:04 A.M. I]ATCH NCKET INFORI,.{ATION: suPruFff Western Mobile NUE NArcHED lnucK lro. B:39 A.M. FIEI.D TESI]NC INFORMATION: Ilu€ IEst rrxot 9:18 Al,1 stuuP 3k SLUUP 3_5 lN. ArR @|{TENT 6.2zwcr uMr wlcltr 139.6 pcf. zr]R CoNTEIIT 4-8I wArEn IDDd) AT slIE SAtpLE tEltir. 69" AR ft)rp. 50o tu! nffi 12o .'f 136 vd3 tN. JOB SPEC|nC noi{s qn t t)En stzr ()t' x 1 2rt CYLINDER INFOR}J^TION: }K'. OF CYIJIIDERS 4 lruF crtiNDERs c 5r 9 : 30 A.M. MIFJIE c^,t5l 0n -Si tc CURING INFORMATION: lNlIuL cuRE Ort-Site Rq1; $D6r6E F/rcttm6s Cure Box MlN.,/$x. Mn:/nuE ar rru. 9-24-90 o^rE srnlppg) 9-24-90 Br: B. Carr RET4 RK* ACE DAYS DATE IESTID tgT L l-o{D (rDs) DIAUEII:JI (|l.rclrEs)/.,lEA(sa. rN.) couP. sTn. (Psr) ]YPE OFfll cTUnE CYUNDER w€rcar(uts) cfl.lNofx ul{tr htlcrfr (r"cf) 7B 288 288 28B, 9-28-90 10-19-90 10-19-90 1"0-19*90 101, 000 129,000 I27,5OO 129 | 000 6.00 6. 00 6.00 6. 00 28,28 28.28 28.28 28.28 35L0 4560 4510 4560 con,/sllear con/Shear co4,/shear crcn/shear OTSICN SIR€NCI}I 4500 Psr o 26 o,rYs lljrs lIY l^tdl^lo'Tt rl ftsrtr l ,Jrf Dt r./trj.|tr trci fitlt At'i.t te,tt f r-'iru !f.I|nlt' ltlnl= ollltJlfl5{ }tolto 30Lf, lNl(n|r^Dotl olt llllS 1t5r lltl'ofil u Y If, r'ncMlxo lff ollluls' PROGRESS REPORf: coP,Es H::i::,,T"li::.ffi:i."cture ; PCL Construction Services; Wcstern l*lobile; URS Consultants; Mr. Gary Murrian; B- Carr T. Laudick RELD OI.JSEJTYER APPROVED TT Clrcnt}Nottltcrtt,lttc- a,a,,,.. t,l,^..r,o.., s.,-,r,.,.'l:t, oF coNCRrrE rESr .rf,ouo ooro iorrnt-lt-I, ur4|.ss onl(,l lrtr rqluJls Ant rcftto lo [l wllllllrc. ttlvunu|FrrdqcTrxm6[FIt.I|flt|l!E^noG,t3r|.t,r-!||l'Flmtrsr'{.'.n,'in|1lnAtrl|rc4r'lr'|r|rw.'-Fllrbr or Itrrfuttrs. ctrcr rrixrrs on rxlnlctll nbrl dl .tlc^nD4r, ^ ,6t- 'f u.l-lj|X lr'".. .t G6F.,,.. ro',F rb. crrE t t JtA a/go TO: JOO NO.4 J98 90 DATE; 9-2I-90 TOIVN OF VAIL Attn; Mr. Stan Berryn:rn DALY REPOI{T NO. SHE$ 3 OF 3P.O. Box 100 Vail C0 81658-0100 lNVolcE No. PRGrEcr Addition to Vail 'f ransnortati.olr ccntcr. Vail. Color:ado, Stair No. J.1, Level 3-4; WaIl, tevel 2-3; Stair No. 12, Core and iiall, BATCH TICKET INFORIrIATION: suPruER Western Mobi Lc 'nucl< lro. : :.7 ICKLT No. 2443 x DEsrcN No. A cu. Yo. B nME oArcHED L1:20 A.M. nME RRfVED 11:33 A.M. TIME PLAcED 11:40 A.M. FIELD TESNNG INFORMATION: TIIE lEsr TX(E| 11:50AluI SLUUP 3% tlt. Aln cor{rE}rf 6.0:WET UNIT WEGrtr L40.0 p"t. s^nPLf IEMP. 70o '^}r rnrp. 60" JoB sPEclFlQ{notts st-uyp 3-5 1{. AJR coNTo{r 4-8r w,grR ADD@ Ar slrE 10rat. nr:unxs CYLINDER INFORMATION: llo. oF c11 tNorRs 4 fn nlt)Fn stzti 6.ttt x I 2rl 11 : 55 A.M. wrtslE orsr On - S i tc CURING |NFOR|I{ATION: lNluL 6URE On-Site na-o sTof1AcE F/rc[mEj Cure Box Mtp.,/r11t( o/\tL ruE AT r.,,^B 9-24-90 oArE smppgr 9-24-90 uy: B. Carr REl1l,gNs; A'TEA so. rN.) 28.28 26.26 28.28 28.28 conical conical corLical conical 3360 4360 444Q 4420 6. 00 6. 00 6.00 6.00 95,000 r22,5OO 125,500 125.000 7C 28c 28c 28C 9-28-90 L0-19-90 1r19-90 L0-19-90 OESrcN SIR€NGTH 3OOO P5IO26 DAE r6rsI'/u|xtt I()|T'|'tFs.|.|||nfi|l|r.'.o41}r'rifwtnl^,!-lr}'t' tl|,.xf.11|o|':i|,|t|l;son|[,ltt.6fl|o|fo SDUE llltonrr^lnll oll ltlts llsl tt'noor u Y m fm,vltx, ttl oll|Ltts' frest sanple taken frcrn truck disctnrge, punp in use; B. Carr T. Laudick FIELD ODSERYER APPROVED [Tf coP,Es H:li:l"T'ill.ffill'"cture ; PCL Construction Serviccs; Wcstcrn lvlobile; URS Consultants; Mr. GarY Murrian; ',),-rllrn4 lr?LEr. onil !.|-ittt.hcntaNorthcnr,hic f O REPORT OF CONCRETE TEST CYLINDER DATA '1J' TOWN 0F VAI' JOLI NO.4 398 90 DATE: g-24-g1 Attn: Mr. Stan Berryman DAILY REPOKI NO. sHEEt 1 OF 1P.0. Box 100vail co 81658_0100 tNVOtcE No. PROTEGT Addition to Vai 1 Tr:anspor:tat ion Center, Vail, Colorado. Stair No. 4, Wa1ls, Secrond Lift; TJATCH XCKFT INFORMATION: SUPruER Western Molti le ]nucK Ho. L19 nME rATclrE) 2:59 p.M. ncKEr No. 2501 nuE ,ARRrvE 3:06 MIX DESIGN P.M. NO, A CU. \O. g rluE PLrcE 3:15 p.M. FIELD TESflNC INFORMAT|oNT lluE TEs'I rXen3:20 PM sLUuP4 3/4. arn coMrEln ?. O: wEr uNr wEcln 139.9 p€r. s^r{PtE rrNp.72o Aln rErP.600 JOB SPECInC nolls surup 3_5 tN. ArR GoNTENT 4_g I WAIEr ADD@ Ar SITE 6 hL nAnARrC* CYUNOER INFORIIATION: lro. oF c.ruNoERs 4 rlrl.l orn stzr (rrr x 1 2rt .IIUE C'YI.INDERS OL'T 3:34 P.M.wrrERE c sr On-Sitc CURING INFORI,\TION: ll{lrul cuRE On-Site RE-D SToR/rcE Fi\clunEs Orre Bo>c MtN,,/uAc o,rlE rntE AT url" 9-25-90 Ir IE srRlPP@ 9-25-90 sr: B. Carr RorAnK& AGE D'tis DA1EIETE tgr L Lo^I)(us)DT IIEIFJI ($|c'rEs)^,lEA(sa. rN.) @uP. fllt. (PsD TYPE OF fltrcrunE C'YUNDER wEGatf (lJrs) C'UHDEA uNtt wE)G|fi(Pct 28 28 28 10-l_-90 LF22-9 M2-9 LV22-9 72,000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 2550 con,/split DTSICN SIRS{GIH 3000 PSto26 0 E tEns 9f ulxlutofit lrfn:yrtrtrl. l&f |lt fatl.'rc|^'|ct wfnl r,rnt)vrl aslrf uf-flxtfrS llr4r3l onllartE€ llolfD su€ lxlomr^lxtx oll lllE llsr nr.Foa x Y 0c Ptl(MX, ItY Olllurs. PROGRESS REPORT:Test sanple takerr frcrn truck disdrarger pEnp 5n use; coP,Es xi:::::"T'n::.ffi|1'"cture; PCL Construction Services ; Western lr'lobi le; URS Consultants; Mr. Gary Murrian; B. Carr T. Laudick flELD ODSERVER APPRO\€D 8T ^t^i||.|tlul'Fqmcrr.!od[xrs"n[ni!t^,|ootli3.t.w\AlrDnn'3^'E3lDrin'DAsI'f.'rfIX''Iwito.i'rrof.x,ict,txF!|,{'Amll.|lAfr[ln'[-'h|.rn^n0fts|r/'E|l,.l'{.onrtFrr:lmo{dtr|G^'|orr,<rrrrrrrrortr.r.r'.nt:it'.{oIf'|o(rrcQ.,nftt|lll|^'|'tA.:n|]aovr\tn, u|otsl on(' |,rn^ro{Jrl'fls rF( rr;rnlo to pr l|rtlrrc. ^ '-tir'? o. rr I iiiiil-l eo,,o o, co,trF,rr.. .onr ||o. Cuf,tlJ a,/eo '4r-rlurrt tnlt'dr .|t, S.t-tlhl. .Jt Clrcn$Northerrr,lnc I O REPORT OF CONCRETE TEST CYLINDER DATA ro: Joo No.4 sga 90 DATE| g-2L-gOTOIVN OF VAI LAttn: Mr. Stan Berryman b^tLy REPORT NO. sXEet 1 Of 3 P,O. Box 100Vail C0 81658-0100 lNVolcE No. PIGIECT Addition to Vail Transportation Center, Vail, Colorado. - PI.ACEMENT LOC.AI ION: Decl< ropping, Ievel 4, Line Ao to B' Line 30 to 36; IUE ITATCI.IED 5:29 A.M.TluE ARRTYTJ 6:40 A.M.nuE PrJcE 6:43 A.M. BATCH TICKEI INFORIilATION: SUPruEff Western Mobi I e 24L9 vx oEslcN No. C cu, Yo. Bmuo( No. ]-,L7 rcKEr No. FIELD TESTING INFORMATION: TIME IE;T T,\Xtlt 5:50 Alvl sLUuP 3L JO8 SP€C|nCAnOHS stuuP ?_5 lN. I ,NR CoNTENT 6.0:WEr uXn Wsclr[[39.4 NR coNTOIf 4-Rtr WAIER IDD€D Ar SIE sAlrPLf lE P. 68" AJn lDlP. 40o tutRM PcI. CY1JNOER INFORIdATION: fro. oF c.ruND€Rs 4 c,YlJnDF-R srzE 6[ x 12rt luE clruNDERs c.rsr 7:00 A.M. wHslc c,rsr On-Site CURING INFORITIATION: lN'IuL cuRe On-Site Ro-o sronrcE FrcrunEs qrre Bo( MIN./MN(. oArE/nuE ar ura 9-24-90 o rE srRlPPs) 9-24-90 Ff: B. Carr Ro{ RX& ACE 0AYS 0rE IESIE TOTAT LOAD (l,Ds) Dt^gET€'I (rNclrEs)^ItEA(so. rN.1 couP.sIR. (Psl) T/PE OF ffTTCTURE CYUNOER wF-loltT (Lt s) c'ru DeR uNtr trl'tc| fr (Pcr) 7A 28A 28A 28A 9-28-90 r.0-19-90 10-19-90 10-19-90 10L, 000 6. 00 6.00 6.00 6.00 28,28 28.28 28-28 28.28 3570 con/split DEIGN SIR€NGIH 4500 Psr o 2s D^rs rEsns gY uDq\AIuRt |'fFgtr.m. ltf n f(t(,.lD^rrcf wml rr"'l l:^fiI a3 lr-IfiXts t,xlc$ onltxflE( ]lolu) 30ll€ l toflra lx)H ()ll llt6 ltst rltl\ofll [/\Y n( Pn(l/|o(.D lr orl{xs. PROGRESS REPOKT: - truck discharge. PuIq> in use; CO'IES Michael Barber Architecture; Anderson G llastings; PCL Construction Services; hlestcrn Mobile; URS Consultants; Mr. Gary Murrian; B. Carr T. Laudick FIELD OBSERVER APPROIED gT l.t^|4,Iu^l.F'|f'.crDdrirrs'I|cFt,ntE^'roo.|l3.t'vt\',t1FrIr'frr{n[3Urtr.n'rrAlrfo',ttt|xIw...Fllo.{ntY(tf(l. 'x'f(r5'^lTI'x.5"oor,d|En6oirrF|..'s'lT.l't'.l.w|l'|t,.'atnrrro'rrJ.{.iiitrrio}rrirrrri-orrn'YR|tlt'|^f'{.qovr\Int ur4r5i3 gn(,l laMl(f,uufls lnf, fctlf,fD ro lrl lvlllllrlc. ^ 6-116- o, u.l ir:iljlr-,o or co.nF,rr. aornr |ra, CuEllJ a/fit '4.-illd, UrgL-,r nrl 5.r6lht.r 'Chcn$Norl.hcrn,lnc I O REPORT OF CONCRETE TEST CYLINDER DATA TO:T't{N OF VAIL Jou No.4 398 90 DATE: 9-2I-90 Attn: Mr. Stan Berrynan DALy REpORT NO. SHeEf 2 Of 3 P.0. Box L00Vail C0 81658_0100 tlwotcE No. PRGJECT Addition to Vail Transportation Ccnter, Vai1, Colorado. PTACEMENT LOC/\Tt0N:-eveI 4, Ded< Ttopping, Lile AO to B, Line 30 to 34i BATCH TICKET NFORI'AIION: SUPrurx Wes tern Mobi 1e TIME EATCH@ Tnt cN Ho. 8:39 A.M. 49 ncxEr !'to. 2434 MH DEstcN rl<r. C cu. to. 8 nUE ARRt\rD 8:48 A,M.TluE Pt-,tcs) 9:04 A.M. FIELD TESTING INFORMATION: ruE rEsr ru<or 9:18 AD,t SLUUP 3k JO8 SPECtnCAnOl|s suruP 3_5 AfR coNrE T 6.2=wq uMr wEclrT 139.6 p"f. AIR CoNTBIT 4-gIw IB ADDm Al slTE s ltPLE TU/P. 69" AIR IE!P. 50o thl nolrRr(* 120 of 13G \d3 tN. tN. cniNDE t stz[ 6rr x 12rl 'lruE cYt ND€.,is c,\57 9:30 A.M. wHEnE crsr On-Sitc CYIJNDER INFORI,O\TION: r|(,. oF G.YIJHOERS 4 CURING INFOR},{ATION: lN[uL cuRE on-Site Rrro slafl^cE FrctuTlEs cure Box MN./MN(, 0 rE /nuE AT u& 9-24-90 UAIE sIRrPPs) 9-24-90 ny: B. CarT nF.}/,rRKS AGE tH15 TIAIE TESIE' KITAL LOAD (LDs) Dt lrElf^ (['|ct|Es).^,lEA (3a. lN.) couP, srn. (r,sD TYPE OFfir clune C''UHDM wEtol{I(uts) CTIJNDfRuNr wftcrr(rcf) 7B 288 288 28B 9-28-90 10-l-9-90 t 0-19-90 L0-19-90 101,000 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3510 con/sbear DSrcN SIR€IIGTH 4500 Pst o 2d o^ls rEnl E'Y L,rDqf IOF' tf,tsar|'|n. lff lfl LrrnD{|cf, *rfll Arrfl frflt Allu vt-TIx)|)s l'lltcl; OrlltJryfl3q ]$lf0 soLt lNtD.l|{ lloN olt nlF lt'sl Rftroot [{ Y t)f, t'ncrvllxD ltt ollluts' PROGRESS REPORT| coP,Es xi::i::,,T"Hl.ffill'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrian; B. Carr T. Laudick FIELD OI]SETII/ER APPROVED B/ \llguttut'''o[g'r'.I'cl|f'JTl.t||fF|,l|El,|oot,isllvr.i.|1Ir'rr'nTitl,|flt,rtqrnl'r stffor'rI'.ru|mo.".rfrrrr,xtrslr|T!'''ls.ol',clt,irtGonrxn^:tt'rnqd|qi:,,,|r'|'{crn'r.rolrs-ri..iititlj}rllnlc 4ovttllrlt unEstt on|tt ,rfll^|o(l/uns |,|t r.Jrlfo lo lfl wlllllltc. ^ ,i-.' ., tt- | iTttll e-.+ o, .o.nrorir- roin |ro, c|rtl IJA a/eo '4,Elutq L^z|.F.r ...1 5.1' |!t.rcndlNorl.lrcnr,lncf O REPORT OF CONCRETE TEST CYLINDER DATA CI To: TowN oF VAIL Joll No' 4 398 90 DATE: 9-21'-90 Attn: Mr. Stan Berryman D tLy REpOt{T NO. SHEEr 3 OF 3P.0. Box 100 Vail C0 81658_01.00 |NVO|CE NO. PRO'JECT Addltion to Vail Transportation Center, V:ri1, Colonado. Stair No. L1, Wa11, Level 2-3; Stair No. 12, Core and Wall, Level 3-4; BATCH NCKET INFORMIION: supruER Western Mobile mucK ilo IL7 ICKET No. 2443 Mlx oEsrcN llo. A 6u. yD. g nuE Ir^lcHtD L1:20 A.M. nME /\nnrvtD 11:33 A.M. TIME PlrcEI 11 :40 A.M. FIELD TESNNG INFORMATION: lluE TEr T/ffX 11:50AIvI sluuP 3L ttl. NR CDnrENr 6.0: wLT UNIT wEctr 140.0 p"t. 5r!PLE IEMP, 70o ,utt relp. 60" JOII SPtCTnAnONS SLuup 3-5 tN. AR coNTOlT 4-8;r warrn .rDD@ AI srIE 10r;or. no.r.rnr<s CYUNOER INFOR}/ATION: M). oF c1ttNoERs 4 IMr CnINOE TS c]\sr 1L:55 A.M. wHEnE c^5r On-Sitcc,"yt lllDErr stzr:6|| x 12fr CURING INFORMTION: tNIIuL cupe OlSite FtaD srofl^cE F ctulEs Cure Box ury./r{/g(. o^TE/nuE Ar uur 9-24-90 gAtE srplppg1 9-24-90 sr: B. Carr nEr RK* AGE II^t€ OAIE IES"TED TSTAL LOAD(rrs)Dt tlETgl (rhrclrEs)AIIEA(so. rN.) couP. sIR. (,,sD T'/PE OF fllrcTufrE CYUNOER w€loltT(uls) CTUND€R UNT WDclfi(r,ct 7C 28c 28c 28C 9-28-90 10-19-90 10-19-90 10-19-90 95,000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 '28.28 3360 conical OESrcN STRENGIH 3000 Pst o zo oAlS |f,Sns |'Y t./vlo||Al(|fi Pflrgl'|tln. rllr or xril|t0 rr:r wtnl lFn t7fi f astu r.rf.lllff}. lrut:s onfixl$tf ]xrrt Sollt Nlm[ lloN oll 1116 ttsf m|'onl vAY rf PnordOLD I'Y olllutl' PROGRESS REPORT:Test sarqrle taken frcrn tnick discharger pwp in use; CO'IES Michacl Barber Architecture; Anderson & l{astings; PC[, Construction Servi ccs ; Western lt'lob i le ; URS Consultants; Mr. Gary Murrian; B. Carr T. Laudick FTELD OI}SETWER APPRO\ED II/ ^!^gUn|A*fmcFr.tD6'f'.rT:.IltftttIltl}lo(tlitlt.vI:\,ltIrJ$(Tsl,[su'nf'rlDAlftff4|'T'1l|lwFnoft'r'Y(r(x,nct|oo{lrs'.tTu.,'rsm'Ett,''(t6onrxrF,.]sr'nuo(R|G^,'r'|roorrnnrrofls..l-ntitlvtdnrrrtlrcountR|tlnl^IFtKr.:'I.lsqouw'I.D ulru.ss olll['i |an,'r€('.ufls lJlf ,6rnfo m [r wfirllllc. ^ 'E !6- .r r-l iltr-l le-.lc of conronl. .onrr $o. cutl IJA ./CO rcn0Nofl.hent,lncl O REPORT OF CONCRETE TEST CYLINDER D.AT,A CI ' .t tttllal [Jn'ld. ..,, J.r-'lt (. TO:TO'N OF VArL JoB No.4 398 90 DATE: 9/26/90 Attn: Mr. Stan Bcrryman DALY nEpORT NO. SHEErI OF 1P.O. Box 100vail co 81658_0100 tuvolcE No. PROJECT Additig4 to Vail Transportation Ccnter. Vai1, Colo'raclo, PLACEMENT LOC.AIION:Decf< topping; level A, LJne B to C, Line 16 to 18; TIATCH TICKET INFORMATION: suPruEfl Western Mobi Ie nxE &AICI.iED rnwx uo. L00 7222 ANI rcxrr po. 2525 Mff DEstcN r{o. C cu, Yo. I nuE /\8ntt@ 7:38 AI"1 lurE PUCED 7:40 AIvl FIETD TESTING INFORMATION: lluE rEsr ru<ot 7:50 i\MsLUup 4k rN. AJR CoNTE}TT 7.Gwrr uNn wpcrn140.3 p.r. urt,tl Exr,. 690,ttn Erp.50o Jgo SPEcfnCAnolG suJup3.5 tll. An coNTErrI4-8 X weren ADDGD AI sm 4 c{,t. na,qRKs: C\IINOER INFOR},GTION: lro. oF cltjttoEfts 4 r,'ntttD[R slzr (rrr x l2rl ilMr: cruNoEns crsr 8 : 0tlAM uAlEIlE CAsr 0n-Sitc CURINC INFORIfiflON: INIIUL cuRE one site Rao fiotir6E F ctulEs. cure box - MN./yN(. p,aTE4ME ;r v,a 9/27/90 0ATE sIRrFprD 9/27/90 $r: B. Carr RET RKs AGEtxls orE IESTII) lol. _oAD(rrs)DI,^'JEI€R(ructr6)AREA(sq. tN.) couP. sTn. (Psl) T/PE OF RIACTUR€ c|l"tNoER WECHT (urs) C/1"IND€R uNrr wtrcl.r(rcf) 7 28 28 28 L0/3/eo L0/24/eO L0/24/e0 L0124/90 88, 000 6. 00 6. 00 6.00 6. 00 28.28 28.28 28,28 28.28 3120 cpnical DES'GN SIR€NGIH 4500 PSI O 26 D^.f5 llsns Ef urpt^fpfiY rt Rsoarlm. ^,.r [l rarlrfl(' tr:f wmr AFt"l nul,f, lstu lnlnD:i Inx l:3 on|ttri.l5f, tK]lfo 30rE |rlf()nr,Al|oN ofl lxt5 lLsI lttFofll llAY tf ''nflllxl) ttl ollltn3' PROGRESS REPORT:Sanple taken fnqn tnrck; 1lt'rtql in usei coPrEs ffili::.T'H:.ffi|1'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrian; B' cals T. Laudick RELD OTISERVER EPPROICO TT r3lWnu|'iinrr'fcTrro.Irm!(fi|(rintt^,lf,f'|tsll'!r:.^!nrm,(rs^,!'..'r''rur'iDAll|rflolfu'rrw-.r.'rFn'Yofot'f.rs'^wu'FE.t'till'-r'fonlxln,cl3mo|fonftG^''|'l6ou".rn'nli..i'.irri'trn,iu-rtt,o.|c-ouqounlr|D ulrtllll on|tl lRa^rrqurl'fls lrlt fa,rllfo lo lll lfnnll$. ^ 6!- c, rrlilttl-lr.-+ .r co.no..rr.. r.rr tlo, Gr.tl|JA a/to Chcnt)Nortlrcl'n,Inc5 ',nRllr,? lrgt|-r n.rl s.|-rlht. REPORT OF CONCRETE TEST CYLINDER D,AT.A ^3^Utmu|F'rEcrrx|!.lr|rTsT|(n[!tE^,|o(l.|R!t|.\['\AInlx,lTsMftl,rr.infDAt|fcor'lfrIw.FryI'rrY.,r0mc|,t[r\t'|oNm|,^ml|norr.tr fir^tt ut trrs, cor rct tr:irtn o[ rxlrlcts ttttq dl ltcr,roto tourutll, lrl4llll onil-i ,,ltwql|u|ls ,rlL lcrnfo lo lll wlllllfl;. ^ Enrr- o. u-l ijtH-le-. or conie.,rr. aon| f5. crrtllJA a/9O TO: TOWN OF VAIL JorJ No.4 i98 90 DATE: 9/27/90 Attn: Mr. Stan Berrlman DALY REpOftT NO. SHEEr lOF IP.O. Box 100 vail co 81658_0100 lNvotcE No. PROJECT Addition to Vail Tr:ansportation Center, Vail, Colorado. PTACEMENT LOCATION: *- randing; stair No. 10; wa1I, stair No.. 4; ITATCH TICKET INFORIIATION: sUPruEx Wes tern Mobi 1e Tnuq( trc. 9:53 Al"inr4E n rcHu) 46 ncKET l.|o. 2555 MH DEslcN M,. A cu. 10. 8 nuE ARRrYfJ) 10:18 AIul 'lIuE PL cs, 10:25 Al[ FIEU) TESNNG INFORI,IATION: IIME IEsr TXO{ 10:30AIvlsLUup 3 rx. atn cofllE]rr 5.4:wrr uNn wgclrT 143.3p.r. sNrpLE lE]/P. 72" NR Iu/P. 600 JOo sPEGlFlC.AnOlrS SUup 3-5 tN. A,R CoNIENT 4-Br w^rEn ADDID At sm I cor. Ro,r Rf(* CYLJNDER INFORMIION: lto. oF cYIJxOERS 4 rln ltlDER SlZl:- 6r I x 12t t lrMr: cruND€Rs cr\sT 10:40 AIvI wHttlE cAsT Otr-Si tc CURING INFORI'ATION: flfll L cuRE on site RaD sToR 6E FrctrmEs cure bo< MtN./r*\x. @\rEnME x v,a9/ZB/90 o rE srn|PPtr, 9128/90 ny: B. Carr nEr.iRKs: AGE B{YS oArE IESIE' TUIAL I.(UD(r!s)DIT'"IEIE I (rrJcl16) nf (sa- rN.) @uP. sm, (Psr) TYPE OF FNTCfURE cruNDgl WEIOIIT (urs) C'UND€R UNII WEICIIT (Pcn f, 1 28 28 LO/2/90 L0/4/90 LO/2s/90 L0/25/eO 89,500 91,500 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3r.70 3240 onical conical DTs'CN SIRENGII{3000 PSI o 2d DAI€ n5TS ft t^p|l^fofr nfalll'tlrrn. ltr lll Lt_.fn(l rr;f rntl ^trit r,A,rf Asrv lF-Ilnfii l|'tl ljs Onl[frtY$f, lx)lfo 30llE Nomt tK)rl o'l llttS lLsT tttttonl lr Y tf rnw|o(, ItY Olllul9' PROGRESS REPORT:Sanple taken frrcrn tnrck; purp in use; coP,Es xl::il:"T'li::.lilil'"cture; l)CL Construction Serviccs; Wcstern Nlobile; URS Consultants; Irtr, Gary Murrian; B. Carr T. Laudi.ck RELD OBSEfil/ER APPROVED TT Chen8Nortlrcr'n,lnc '.'-,uq l.rflt.o ..{ S.ldiht. REPORT OF CONCRETE TEST CYLINDER DATA {3^gunA'PR'rcTrxronrl[:!n[F|,iE!nG,i3rl'\JT\,|!^ofts^,r!:$(,nn'nID .ll||rr''rot{'t||rirr.'ITYrr(x,nCtlt'{I no}.(rslrrT!|}'tt"./|'|cl||5llrsonD('rfJsmouo||x|f.^,r0||r.tou||stI{'Ir3E4ounlrln un t53 ollltt .qUuNq]/o{lsl,.a. .rarlttu lo ll| h_i 0llr. ^ tu'{' or rrl iffi c-,o or .ocF,rr- ..mr rr.. cvct lla a,&o Tn-ru: TOWN 0F VAIL JoB No' 4 598 90 DATE: 8*27-90 Attnr Mr. Stan Berrynan DA.tLy REPORT NO. SHEEI L OF zP.O. Box 100 Vail CO 81658-0100 lNVolcE No. PRo,rqcr Addition to vail TransDortation Center, Vail, Colorado. PI.ACEMENT LOCAI'ION:Walls, Level 5, Stair No. 10; BATCH NCKET NFORIVIAIION: SUPrurx Western Mobi 1e mtcx no. 1'14 1:03 P.M. ncxrr lp. 1 8 25 MX DEstcN No.A cu. n. 8 TIUE EAICI]ED nuEAnRlvE) 1:20 P.M.IIME Pt cE) 1:35 P.M. FIELD TEST]NC INFORMATION: TME rEsr T KErt:4s PM sr-uup 3%tN.Arn coHIE-ffi6.0 : wEr uNr wEclrr NR C€NTorT4- I ,lw TEn ADOd) Al Sm pcf. 8 sArrpr.E rEvP. 7Lo ,vn tuuP.70o col. no&\Rl(s: A oL 16 y43JOII SPEClnClnOlls 5LUUP 3-5 C'lt NOER lNFORl,,lATlON: tl.o. oF cruNoF:Rs 4 cJIJNoER stzE 6t? x 12rl ltME c.ruND€Rs crsr 1:58 P.M.wHmE c^sf On-Si te CURING INFORI/ATION: lNlll L cURe On-Site nELD sToIt^cE F,Act[mEs Cure Box utN./r{r,x. o rElTluE ar r,q& 8-28-90 D IE srR|Ppg) 8-28-90 Ey: B. Carr RD,(ARKS ACE oAts oArE IESTE) TgrAL LOAD (tDs) DTAIIEIEN (r|ro r€s)lnE(sa. rN.) couP. sln. (Psl) TYPE OF nucruRe cruNoa tvooltT(u|s) fiUHOEN UNTT WECI{T(Pct 28A 284 284 9-3= 90, 9-24-90 9-24-90 9.,24-90 98 ,000 123,000 1,25,000 I24,000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3470 4350 4420 4390 con/shear con/shear con/spl-it COn,/Strear DESICfl STR€NGTH 3000 Psr o 26 DAts rESIi tty t{xrt IoF, rrtFs(r|.|n. , ftf 0t A:rfin naf, r,|Dt ^r'ot E rrt astu utTlnr's Inllttt ontt.FltEE llolfo souf lNroatr4tx)l'l oll ltns rLs' nurojtl uaY lf Pttovrtxo rr ollll'R5. PROGRESS REPORT:Sample taken at truck discharge. nnpltrs Michacl Barber Architecture; Anderson fi llastings; PCL ConstTuction Services; l{este?n Nlobile; URS Consultants; Nlr. Gary lr'lurrain; B. Carr T. Laud i ck RELD OI]SETWER APPROVED IIf Chcn*Northcln,Inc 'dF Ur.t lrth-t .nd S.l-lLl. REPORT OF CONCRETE TEST CYLINDER DATA {s^UVTtA.rf'fgfrxTon[rlTinlft'rfEA,|oG|Rt'|.vn,|!Fr'..'i-lt!d:t|,mrntDAtl||fl-o|.rDlN'l^|r'rfITlof.r,^c||[rE.|.|]44q|l^lblnoi.'n^tfU.,.I5t.4rlc|t6*'6onrxlnfJi'norlo't..||..^,r|)|tr,ourIntxxrir''ri..itirr\lt'F'l||lo Iour|lttrj) ur{lsl (m|(t lnrw{llrflt l'|!. /frn |l o llr [Hll[rc. ^ ,{,r, .r rr-liiiil-le,-. o. c"-Dair- rom lo. Ctrtl ltl a,/eo TO: TOWN 0F VAIL JoD No.4 JgB 90 DA'E: 8-27-90 Attn: Mr. Stan Ber"ynan DAILY REPOI{T NO. sHEEt 2 OF 2P.0. Box 100 Vail CO 81653-0100 lwolcE No. lEglEqr Addition to Vail Transportation center. Vail, Colorado. PLACEMENT LOCAI'ION: Level 3, New Structure,Floor Slah, Lines A0 to B,Grid 36 3Q: to BATCH TICKET INFORIJATION: SUPruER Western Mobi 1e TIn cl( flo, 46 4:57 P.l'1. ncKEr l|o. 1959 MtX DESEN NO. C CU. rc. 8 nuE ARRmD 5:13 p.M. TluE Pt/cs) 5;30 P.M.nM€ BATCIq) FIELD TESTING INFORMATION: nuE TEsr rr.r<ei.r 5:40 PM sr-uup 4L tN.AJn corfiE}|I6.8rwfl uNn wuctn 140.3 pct, s,ArlPLE TEIP. AtR COIITOIT 4-8 f WAIET IDDID AT slTE A hL ROrAff,(* 71o,rtn ror. 75o 8 of 40 yd3JOB SPEClnCAnOtls stuuP 3_ 5 tN. CYLJNOER INFORI,|,I\'TION: M'. oF GYIJNDERS 4 ctl.ttroER slzE f)rr x 12r I llMF. ctLlNDE rS c,tSr 5:48 P.M,wHslE cIsT On-Site CURINC INFORMTION: lNtlUL CU|E On-Site nAD 5K1R^CE FAcrLInEs Cure Box MtN./t{N(. 0 tEntUE AT 1,A& 8-28-90 o rE SIn|PPED 8-28-90 rrf: B. Carr RU,t RKs AGE 0A1":S oArE TE TE' TSIAL I.OAD (Lrs) D!ry E'TUT (rl.rctr€s)^JlFJ\(5O. rH.) crouP. sTn. (51) TYPE OF f.IIACTURE c'vuHD8 wtroltT (r.rrs) CIIJ}ID€R UNIT WNGIJI (Pcf) 7E 288 288 288 9-3=90 9- 24-90 9-24=90 9-24-90 98, 00.0 128,000 125,000 l-30, 500 6.00 6. 00 6.00 6. 00 28.28 28.28 28,28 28.28 3470 4530 4420 4620 con/spllt con,/shear con/strear con/sp1it OESIC}I SIRE}IGIH 4500 Psr 0?6 D^YS lExt rt wn.l^tofr Ffrs.trfrfl. Mt lfr Lr.itlDr,{f, r,ml ^t"'l r:.rn f aslv r/t-flnns lrt{ t:l; ollllrlfrlE l|('lfD so!( frloftal|or otl lllts ltst fln,.oflr r|AY l( PJI€rvl)(|) uY olt[rs. PROGRESS REPORT: ^..DrFq Mi chael Barber Architecture; Anderson fi ll:rstings; PCL Construction Serviccs; Western lt'lobile; URS Consultnnts; M'r:. Cary Mumain', B' carr T. Lauclick FIELD OBSER/ER APPRO\€D $T VailValley UlalCenter LETTil @F TIRANSMNTTAL 181 West Meadow Drive Vail, Colorado 81657 303-476-2451 Town of Vail Building Department Vai l, C0 81657 WE ARE SENDING tr ShoP tr CoPY drawings of letter I Change order THESE ARE TRANSMITTED as checked below: tr II Plans ! Teqt Resul ts the lollowing items: tr SpecificationsSamples I For approval d For your use E As requested O For review and comment ! FOR BIDS DUE as submitted as noted lor corrections tr Approved D Approved C Returned tr ! tr Resubmit-copies for approval Submit-copies tor distribution Return -correcied prints n 19- tr PRINTS RETURNEO AFTER LOAN TO US DATE JOt l{o. 27 Sept 1990 Dan Stanek Vail Valley Medical Center - Parkinq Structure coPtEs DATE NO.DESCRIPTION 1 8-22-90 Chen Northern, Inc. - Report of Concrete Test Data' 28 day strengl 1 8-21-90 Chen Northern, Inc. - Report of Concrete Test Data' 28 day strengl REMARKS ,*-.r' ?ro0o.\\s:?\COPY TO l, ancloalaaa lra nol a! noaad, kinalDt nolirt ua tt oncc.Brenda Harper ChcnONortlicnr,hic;',r!.rrlu.{ trtl*t .n, j<rr rrt. nATA l--'IJA IAREPORT OF CONCRETE TEST CYLINDER ltlgunr^||n.rr6r'.I'.:!rt,Til|lfFl'tlEA,|o.r[:i'|yr3.,|ln''r'rrs^,r'smtn'oAllt|f.!'rrDl',tu|r'rFfFrY(r.r,ni:|l|.t.l3.,,oxJn(n|,^f| 'xw.rnrrr.''fIt.r-.rE||ri:'6o|rx|w:ft'Ir'r.f'|||lG^nDr,ourxfnFl'3.t3'Il:it,Mut'|l.'|'|cov'tn,t||lt'|&.'1'|3qou,tlrt ur,laJlt on[.l ,eMt€oru|ts rnt ,ar[lo lo tr snrttrc. ^ l''{ir- rr u.l iltUlr-. cr ccnrconrr lr.rr ,ro. GLtl ltA a/l€ SEP / 7 tYsu To: vAIL vALLEy MEDICAL cENT'EllAttn: Mr. Dan Fecney 181 West Meadow DriveVaiI CO 81657 JOO NO. 4 424 90 UAILY REPOKT NO. [.volcE No. DATE 8-21-90 SHEET 1 OF I PROJECT Vai I Valley lr,tedi cal Center parking Structurc, Vai 1, Coloraclo. PI. GEMENT LOCATION: S 1ab ron-Grade,Lines 2 to 3.5, Lines GtoH; BATCH TICKET INFORIIAIION: supruE; Western Mobile TRrrcK lto. 46 7:.10 A.M. rcKEr lK,. 011692 ux oescn rc.23 CU. YD. 8 NUE ITATCHTD nME lnRrr{lo 7128 A;Nl:- TluE Pr,AcED 8:00 A.M, FIELD TESNNG INFORMATION: nuE tE;r TA€t g : 20 Ntl swup 2l.z JOO sPEctflc^Ilol{s sIJMP 0_3 |r.|. arn comrnA.4 : wEr uMr wEC+r 145"1pcf. SArlPtr TEirP.7so n,a t*'.Uott lN. AIR CoNIE}IT3_ S I wArER ADDED Ar $IIE 6 tuL Ro/ARl(S 16 of 32 vds cl'lJNoEfl INFOR[{ATtONr trc. oF cllJNDFRs (r r,yl j r)Etr stzt:- 6rr x l2rl ruE cnlNnrrrs oLsr 8:35 A.M.wuFrE c^sr 0n- Si te CURING INFORMTION: NnuL cuRE on-site RE-D sronAcE F/rc[mEs Shaded MtN.,/1,{ x. orrt:/n}rE Ar LA& g-22-go 0ArE SIRfPP€D 8-22-90 gr! S. Urton RElrARr(& GE oAlS orE IESIU' IUIA t.O D (r.o5) DUTTEIFJI([iclt[5) 'IEA(so. ril.) colrP. fln. (r'3D T/PE OF fIIACTURE c'ruNDtn wooHT (urs) cruNoen UNIf WrJc|IT(rcn 7 7 28 28 28 28 8-28-90 8-28-90 9-18-90 9-.18-90 9-18-90 9-18-90 102,500 105,0.00. 150,000 146,000 145,000 143,000 6.00 6.00 6.00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 28.28 28.2a 3630 3720. 5310 s170 5130 5060 con/shear con,/spLlt con/strear con,/shear oon/shear oon/shear DESICN SIR€IIGIH 40nn PSI o 2t ni5 ttJls It urxrutofit |'tRs.rorn t|] u L/rrto rEq fiDr rrYt rJrr t ait! tf.llntta lrxl lf,ii olllur{ErE llollD lorf llr onu^tx).l oll ll|(i llst Hr,Foflr |r Y lt rlKMtx'D ttl oll(n3. PROGRESS REPORT: Fisher Reece Johnson Architccts,vt-rLJ Attn: Mr. Skip SpensQp"rl.rn Mobile G.E. Johnson Construction Co., Attn: Mr. Jack 'Ihornas; Bierbach Consulting Engincers S. Urton T. Laudick REI.D OI]SEIWER APPRO\ED TTY BATCH TICKET NFORMATIoNI supruFx Western Mobi le TIUE II\TCHED a CYLIN It'ledical Centcr Parkin Structure, Vai 1, Colorado. Slab-on-Grade, Elevation 40t4L2", Lines G to H, Lines 3 to 4; IRIICK-NO. 7:L6 A.M. 49 rcrEr No. 0t1726 nx DEstcN No.A-4000 cu. rc. 8 I Chcn€Northcrn,Inca TO: VAIL Attn: 181 Vai I PRC,,ECT VATLEY MEDICAL CENTDR Mr. Dan Feeney West Meadow Drivec0 81657 Vail Valle REPORT OF CONCNETE TEST ll|lE lRRl\ED - - 'a.t{lkl2 1d9l'r. o.t tar-lLi. DER DATA Sei.i Jol] NO. 4 424 90 DA'IE: 8-22-90 DAILY REPOIil NO. SHEET l OF 1 INVOICE NO. r]uE Prjcg) llUE IESI Tl|(E}l 8 : 36 AMslUup 2Lz $r. NR cor.frENr4 . 7 : wEr uMT wocrn 144 . 0pcr. s^r|prE TEIP. 670 An TOIP. 650 SUJtlPyal4 tN. ArR coNTotT 4-6 I wArER ADDEL AT srE rhl nEu R (* g of 22 vdJ CYUNOEII INFORI,{ATION: lKt. oF c,.ylJHDiERS (r c,yt lllr)rn sttr-.- 6rr x 12rt llME crUNoERs C.^sr 9:00 A.M.wHEnE c^sr Orr-Sitc CURING INFORMTTON: lNlIuL cuRE3 0n-Site Ra! slofucE Flo[mEs Covered un.,/I"ru(. D\rE /ngE Ar uur 8-23-90 Il tE sIRtppED 8-23-90 [tr: J. Hoffinan REI!\nxs 7 7 28 28 28 28 con/sp1it con/shear conical con/shear cql/slrcar co.n,/split 8-29-90. 8-29-90 9-19-90 9-19-90 9-19-90 9-19-90 109,50o 107,000 147,000 148. 000 148,000 143,000 5880 3780 5200 5240 5240 5060 6.00 6. 00 6.00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 28.28 28.28 4000 Psr o ?6 rAYs nsrs Ft t{ldr^ro|rv mrsato|n lta ltl L,.txtu^rl:f i,rtrt ^rrn rrlt! r:rru |,a. n|'3 In{t;.3 Oltlllta'lir- tolfD !O|rt, p|rullAlloll ('l lllls lLsf ru|ofi1 lr Y 0( fmtU0(, ItY Oll|t,r3 J. Hoffinan T. Laudick RELD OT}sER1/ER APPROVED TT Fisher P.eece Johnson Architects,t,t,Lr Attn: l"lr. Skip Spenst;ays51srn Mobilc G.E. Johnson Construction Co,, Attn: Mr. Jack Thomas; Dierbach Consulting Engineors A3^.,UnAFnwcF'.mftr[T3.l|tfn'nE!,od|ii't!l.!i.||lnf'tFrri^,{tl,'qnlDAtrr,r'|o]'|ll^|mo.rrFforotnc|,1l.E.,,'||,ml^m[tr'{(r'rA[g''''5.rn|ct|nr'6oFl](l'l|cJsmorf.'tq.:r,||,[r'oUnnrrrnls.ts.irj,tn,i.orrmrrra.ounf'tn|t'tr,rfA. 40utu ||], lJfrttss q|r|tt laR^rqr,t)ns ,r|t ,.rrtl,D to $! f$u[lc, ^ r'ra.' ., u.l lff flr-r cf co.4crrr t.'|rr ,,G G|ltl ll^ a/rO :. ., .= Chcn0Norlhclrr,lnc.j REPORT OF CONCRETE TEST CY o LIN DER DAT,A. 'aralud? (..tr'r-.r .dt !-l-lr.tr *rttrs rri$ 'v. TOWN OF VAIL JoB No.4 398 90 DATE: 9-L0-90 Attn: Mr. Stan Berryman DALY REPOF{T NO. SHEEr 1OF 2P.O. Box 100 VaiL C0 31658_0100 [.tvOlCE No. PRGTEGT Addition to Vai1 TTansportation Center, Vail, Colorado. PIACEMENT LOCAITON:Crossover Rarp, Ljne B to C. f,ine 28 to 30.6; I1ATCH TICKET INFORI/^TION: suPruFI Western Mobi 1e NME EArcHU} ncxEr No. 2153 Mrx DEStcN No. C cu. rT. I nuE /\RRtvtD 7;30 A.M. 111/E Pl,^cED 7:40 A.M. rnt cK tto. 44 7:10 A.M. FIELD IESNNG INFORI,IATION: Itu€ TEsr Trrxol 7:55 AlyIsLUuP 4N tr.An coNrfxl6.2 :wEr UMT wDGllT -- AIR CONTOIT4-g I WAIER ADDfl) AI Sm SAUPU TEMP. _ AIR TUTP. -- .,ot. norrRl<s: 16 of 54 yd3JO8 SPEC|nCAnOlrS suruP ?_5 tN. PCI. 0 'llME (;TLIND€RS Ot5T B:09 A.M. C1TJNDER INFORfuIATION: rrl. oF c.ylJNoF,Rs 4 r,ll tNt)F_n stzE (rrt x L2rl \vHEnE cAtr On -5i tc CURING lNFORlvr{TtON: lNfIuL cuRe Or-Site RE sratr cE FlclLmEs Cure Box urN.,/M/.x. o rEnrrE fi 1,^&9-U-90 IA1E smFftr, 9-11-90 Er3 B. Carr REII/IRK$ rc€ D\'r€ OAIE TESTE, ]OTAL I.OAD(rrs)DUTETFJI (r.ror€s)^,lEA(5q. rN.) couP. sln. (P5r) TYPE OFtrufiuIrE CruNDE'I WE,IOHT (lJrs) trrUllDfR uNtT wEld fr(rcn 74 28A 28A 28A 9-L7-90 10-8-90 t 0-8-90 10-8-90 102 | 500 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3610 con/split o6tc'|{ sln€N6m 4500 Pst o2o D^YS rEnt 'f uoo.wot' trftr:..|}|n- ^ff |r| ,.,x'no^'rq fft|| ^''t| x]|^| f Anr, r|[l||ol'i tl|l|t= on[,nTEf, ll(}lt'o SOrf lflto|l{Alru oll 1116 lf,sl Rtrronr U Y L t'lruvut.o ttf olllL.'ts' Sdlple taken frcnr Lruck discharge.PROGRESS REPOKI: coPrEs H::::l"T'nil.llfll.".."'"' PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Mumain; B. Carr T. Laudick FIELD OBSEfWER APPROVED tI/ ltl!unu|''0tIcTr'.toctF|lll"n[nE^,,oot|i3'|.w.t"ltlFrF'trIMq:||lhr.n|DA.iD|rfolilDrt.ut.rnnFl'rT'oro|,nct|tr.I|,lorrn ar Sr^nttnlt t-Jtr{l tlirtF or rxltlcrt tntra an q Grtrtrt 4(,rnl.|lJ, Ur48t On.t.| |rrn }arruns rfi. l.mlD lo l'| w{||r|c. ^ En,- o. rr.| tiiil.l o.-- .. G.6,o.r- ..6r r.o. crltt tJA a/eo . .,- Chcn$Norlhcnt,lna TOWN Attn: P.0. Vai I PRO,lECT IIATCH T]CKET INFORI,{ATION: sUPruFn Western Mobi le TIUE BAICHU) OF VAIL Mr. Stan Berryman Box 100 c0 8i658-0100 ti on to VaiI Tran ation Center lcrEr no. 2L64 Mx DEslcN No. Til,rE ARRNGD 10:45 A.M. nuE 'arhll,n? bqnl-'r .R, J.r-nhl. DATE: 9-10-90 SHEET 2 OF 2 A cu. ro. 8 PlJcED 10:55 A.M. REPORT OF CONCRETE TEST CYLINDER DATA JOr.r NO. 4 398 90. DAILY REPORT NO. TNVOICE NO. Vai 1 Co I orado . WalI Footing, WaII Footirg, Stair No. 10; Stair No. 12; TnucK lto. l_00 10:35 A.M. FIELD TESTING INFORMATION: TIUE IEf f/\t(el L1 : ooAIulSLUup 5L N, A/R coMr-r.T6. 8 ; wL-r uNlI wE crlr -- psf. SUPLE IEltP, 72o allt rulP. 600 .roo sP€clflc^no s sLu|lp?_tr tN. AR COMTENT T_a ,I WAIER IDO@, AI SrE 2 Got. fio,0{8t(5. CYUNOER INFORI/ATION: flo. oF ctljltDEns 4 cn lrDot stzt: (rrt x ] 2rr r|uf qruNoERs c sr lL : 15 A.M. v/lts{E cJ\sr 0n-Si t CURING INFOR}TANON: lNruL cunf,: ot-site FlBlr sroRAcE rActtmEs cure Box MtN./t{ x. o^ttrnuE Ar r J. 9-11-90 o^rE sIn|PPE, 9-11-90 [tY: B. Carr RFJT RK$ conical6. 00 6.00 6 .00 6. 00 28.28 28.28 28.28 28.28 7B 28B, 288 2&B 9-L7-90 10-8-90 r.0-8-90 10-8-90 3000 Pst o 26 D Ys [JTs gt t^xtr tort ''ttrsrt|rrrr. r,rf ttl |r/xl.r(xtt:f, fnnl l f| r]nr l'tv r4-tlnD'i tlllt Eit onlltffErE rr)llD !oL( Ntqnutbal oll ll||s lt sl mtrofiI u Y lf Ptl('vl0tD ltt ollluts' Sanple taken frcrn truck discharge; B. Carr T. Laudick FIELD OI]SERVER APPRO\GD TT coP,Es li::l::,T"ffi:.ffill."cture ; PCL Construction Servicesl Western l{obilc; URS Consultants; Mr. Gary Murrain; tt^|,t,tl|Am0rcn'|toG,r'f3I|[ni!E^,oG,i3l|.w:t-.tl|''t.,n6r,rf..'(mr.nloAtn|rcor'l.''.'w-.fF|.lml.,rothc|,lr^,l0?to'..r!t/r'E'rt3r,q|r.l'6oIBFA:'srn..'r|.nqc^'|f'|'l,wl."rno'rri'r..r..nrii.tlj}llulc 4ir,rrllnJt ur|rtJs ontt,nntrroarrln3 l t rfltlo m || lllfrc. I 'E!.- .i u.l liiHlc'*,o <,r cooponr. tanr r|r. Gu!.|lJ a./!O 'a'nllrr? lrgLE . .a, kldtlr.t.Chcn0Northcnr,lnca tREPORT OF CONCRETE TIST CYLINDER DATA TOIINOFVAI 1, - Attn: Mr. Stan Berryman DALy REpOFff NO. SHEffl OflP.0. Box 100 Vail C0 81658-0100 lNVolcE No. PRGJEGT Addition to Vail l'Tansportation Ccntet. Vail, Colorado. PIAcEMENT LocllOlr Walls, Lel.el 4, at Stair No. 11; BATCH NCKET INFORT{ATION: suPruEtr Western Mobi le Tn[rcK No. 100 TrcKEr ]K). 2569 Mrx DEstcN NO. TIME TI^TGHED g:L2 A.M.NME ^IrRrvTD B:20 A.M.lruE Pr.rc@ g:49 A.ir.t. A CU, YO. FIETD IEST]NG INFORMATTON: nuE 'tEst T,^XEN 8 : 50A1.4 st-uup3 3,/4N. atn comun6. 2 ; wEr UNII *ocw]-39. 5 pcr. sArlPLE TE}JP, (i8o Alr{ ID'.P. 50oF Joo spEctnaAnol|s srrlup3_5 tN. AJR coMrEl|T 4_g r wArur ADDED Ar sm 6 c.ot. REtrvt'(s: CYL'NDER INFORI.,{ATION: ro. oF cllJNoFRs 4 c.'fl l{DEn srzt-- 6rt x 12rr IIME cruND€trS Ci\sr 9:00 A.M. rvltF-ng g^sr On-Sitc CURING INFOR},IATION: t1luL cuRE Orr-Site naD sTonA6E rlctlrnEs Cltre Bo( M1N.,/MN( o r1,/n!c ar urs10-L-90 lI rE srnlPPE) 10-l--90 sr: B, Carr RETaRK& AGEDl€nlErE E) IOTAT LO^D (tIJs) DlAr|ElFJT 0riclrE)Ni[A(sa. rN.) couP. sTn. (PSl) T.i'I'E OF fIIACTURE c'tlJNOOt lv€ioHT(tljs) cYulrofn UN'T WNcrJT (ts cF) 7 28 2B 28 10-5-90 1r26-9( Lo-26-9( IF26-9( 87,000 6. 00 6. 00 6.00 6.00 28.28 28 _28 28.28 28.28 3080 conical 3000 Psr 026 D YsOESIGN SIRINGIH 16T5 gY i.{rqt^rc(r PfRsrtorfl r t ttr,atrntgraf, wrlll lt'trtl: rtr A-nu vlnlxt:i l'rlll= oDluni'ltf lKllID SOLt llll om|Anofl oll llllS tlgr lltrroflt u Y lf, PIrovt'(D uY onllnl' PROGRESS REPORT: .nDrFq Michacl Barbcr Architccturc; Andclson f1 Ilas Lings ; ItCl, Construction Scrvices; Wcstern Mobilc; UllS Consultants; Mr. Gary Murrj-an i B. Carr T. Laudick FIELD OBSEfi|VER APPRO\ED ry {9^UlmWrn0frcTYqion'f|,T:t.Tl[Irnt^'n0'isl1'!|'.,ttnrF.|tIs,,rf3t'[,i|rr.,AtIrno''||,nullIl(y.fff"r (t rrrn!.rrq!. rrrrrjrrrirrfr.rn rttL.ls lOur1ltu, url lJ3 on|(ti rnrwErlttfls |,rf. r.Jnlo lo ltl $nnlrrc. ^ 'sr'' ot rtl tjilfle'.. or cornF,rr.. rotn |r. C|rtl IJA ../eO Chcn€Northcnr,Inc '.|.ltlr|| lrlt|er inr s.t'rrbr. REPORT OF CONCRETE TEST CYLINDER DATA rslrrunul'F'r.'IYcTn!octtfttT|l'Itfnnt^,0d,iir|'vRALafIf'Tr5,':stnr{fr|rr'Asl||fc0r'lDt',lw''l|(f'rYor.t,Fc||f'nof tr rt^tTulxTt cJtftcl l.ixtts on fxTF-al:ts flou (tt rtcrJ lrn.:o|rrurtll ulrl5t oDrfL.mrrrq{rJr r{5 {n rf.*tfo Io lrl trRllurc. ^ 'rr x. o, 0.| ffi w-r or c6ooo.r. t.'r rb. Cr,tt IJA {/eO lu: TOWN OF VAIL JoB NO.4 398 90 DATE: 8-29-90 Attn: Mr. Stan Berrynan DALY REPORT NO. SHEEr t 0F 2 P.O. Box 100 VaiL CO 81658-0100 lNVolcE No. PRqrEcT Addition to Vail Transportation center. Vai1, Colorado' PI.ACEMENT LOCAI'ION: Cross-Over Deck; HATCH T]CKET INFORI..|ATION: suPruER Western lrlob i le Trf,Jc|< No. 106 TtcKEr No. 1894 Mu DEslcN r.t(,. C cu. m. B nME [r^TG'I@ nUE llSRfvtD TluE Pt TCED -- FIELO TEST1NG INFORMATION: IruE TEsr TAI(E}I 7:52M stuuP 4!z Aln coNIE tTs . 4 : wEr uNr wEclrT -- AR coMrott 4-8 I wlrEn ,ADDED AT 5m pct. SAr,aPtE lIrJP. -- ArR lBrP. 8 cor. nan R6* B of 32 YdsJOo SPECtnCAnOlrs suup3- 5 tN. tN. CYLINOER INF ORI,IATION: NO. OF C" 'NOEnS 4 onlNDot slzE 6r x 12 nME cYuNoERs c.rsr 8:00 A.M.wHEnE c^sr On-Site CURING INFOR}/ATION: lNlTuL CURE On-Site R&D sKlrucE FlcltmEs Cure Box MN./MN( o rElnuE AT u& 8-30-90 tAlE SIR|PPE' 8-30-90 lX: B, Carr RDT RKS AGEDls OATE IESTED I TAL LOAD (r3s) DUMETUI (rlrcltEs)^,lFA(sa. rN.) couP. sm. (f'5D TYPE OFfll cTuRE CYUNDFN wE clfT (urs) CruNDFN uNfI woclff (Pcf) 7A l-3A 284 284 9-5-90 9-1L-9C 9-26-90 9-26-9_0 96,0"00 130,500 148,500 150,500 6.00 6. 00 6.00 6. 00 28,28 28.28 28.28 28.28 3400. 4620 5240 5330 con/sheal oon/shear cqr/split cqr/shear otstclr STRfNGIH 4500 15 o 2a olls rEn' o|Y w|cn^roffY 'r l |15.t|r|n |,|' or |.'lxto|}|cf ryrn| r,r.I r}fif Astu y'.]rn03 t,x| l:s on|r'tfElf, 'olED5{)1tf, lrllo. alx}l{ olt ll{s ttst nrrofit rr Y fi: t{tovlttcD rt oltltFs' PROCRESS REPOKT:Test sample taken frorn truck dischargei copltrs Michael Rarber Architccture; Anderson fi llastings; PCL Construction Services ; $/estern l'{ob i le ; URS Consultants; I{r. Gary l{urrain; B. Carr T. Lattdick FIELD OBSER/ER APPROVED try Chcn SNorthcnr, I nc 'dE lU^{ l.,|llrt*t .|ld S.ltlhl. REPORT.OF CONCRETE TEST CYLINDER DATA As^r,Unu|'Fn0tTcTrnIoct,f'.F'I|rF|,nt,Do|F(ltn.,tLn'rr'fr5r,[sl,nr!nlo s!r|r.o|'rr'.}tlt^|---'l|r'.r.''rY(r(|,fcll rna|(r(|^|T|lf.[l5'm'tl|,sn6onrxtl,.jts'llf|!.nFtc^,roDoounnrrorrs.*..iiii'tm,itirl.,'.rolFtt.llo ur4f!! onrti r,|{ral|aLt'ns ![ raxl r.o ro ol rHllltlc. r 'Ei6- !, rr-l ijill-lc-+ or .ofteor.. arG rro. Cuf,l tlA l/to TghfN 0F VAIL Joll No' 4 398 90 p46; 8-29-90 Attn: Mr. Stan Berryman DALY REPot{T NO. sHEEt 2 OF 2 P.0. Box 100 Vail C0 81658_0100 tNvotcE No. PRGJECT Addition to Vail Transportation Center, Vail, Colorado. PLI\CEMENT LOCAI'ION:Level 4, Deck Topping,Lines B to C,Line 11; BATCH TICKET INFORI,IATON: SUPruER Western Mobi le IIUE IIATCHE) ncKEr No. 1924 TfME /ffRI!@ t2z17 MD( DESTCN |rO. c CU. tO. 8 P.M. rlMEPucs, 12:40 P.M. fiucJ( No. Lt7 12|L2 P.M. FIELD TESI]NG INFORMATION: Tf uE lEsT Tx(trt 1 2 : 5 OPlvFLvuP 4\ JOD SPEClnClnOtG sluuP 3-5 tN, pc{. sanPL[ TEMP. 71o ,\lR fOle. 70o 0 G.,t. Ror n,<*8 of 150 yd3 tN,AjR colrrElfi 7 . 2 : Y/Er UNn WECIII -- AJR CONTEIJT 4-8.TWAIEn ,\Do€D AI Sm CYLJNDER INFORIJATION: 1{o. OF CT1-'NDERS 4 cru oEn slzt.- 6rr x 12rt ]IME GYIJNDEIiS c,LsI 1:00 P.M.wHEnE c^st 0n-Site CURING INFORI,ATION: INIUL CURE Qn-Site F1AD 5IORA6E FrCtUTlEs Cure Box MN./yN(. 0IE/nuE g Urn. 8-30-90 DAIE SIRIPPE) 8-30-90 F/: B. CaTT RETI,(RK* AGE DA)6 t)^IE IISTE) lgr^l Lo{,(tls)DA|rETEN 0r{ct tEs)^,lEA(sq. rN.) @uP. sTn, (Psr) T'PE OF TTUCTUBE c'ruNoEn WEtcHI (urs) 6-ruND€n UNI' WEIGIIT (Pcr) 7B 288 288 288 9-5-90 9- 26-90 9-26-90 9-26-90 9.4, 0.00 127,000 r27,500 128,500 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3330 4490 4510 4550 conf spli't con/slEar con,/strear cen,/shear DES'CH SIRENCIH 4500 Pst o 26 II E |Isns I]'Y wxx^rorr Ftaso.otn- Afif llt Ltn lo.t|:f wrDt ^f'fl r] fir <ru r,trlnfiJ tn( rrs on|txrvI;f t|()rfo 30uf, $llqlrr^lrcfl oll lllts lt"sl t{tlvtl u Y ]f Pnofixo ft ollllns' Sample taken at tmck discharge.PROGRESS REPORT: .^irtrq Michael Rarber Architecture; Anderson tr llastings; PCl, Construction Services; Western lt'lob i le; URS Consultants; lvlr. Cary Murrain; B. Carr T. Latrd i ck FIELD OBSETWER APPRO\ED tI/