Loading...
HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5D TRACT B C VAIL TRANSPORTATION CENTER 1990 EXPANSION JUNE TO AUGUST REPORT PAPERS LEGALtI ):,'** ,\*5'., \*YN \-s-1sN' \u1wv- \:*-N \ts*ts.loixrt-$srt-.s \qNuo t\s'_,s.rb(\ Chcn{rNorl.hcnr,Inc O 'ari.i|lnt Lrgl,r.'r l||r.1 scl..rl|.l. REPORT OF CONCRETE TEST CYL]NDER DATA rs A uunul rnollcnatl lo ct lttlTS. nlt n|tttr l,lo (xtFttl.!l_L rlL nttr)tts rrr[ rrrra ar sr^irurtts. .J|r€lt'.ir|fr .'n rxln&ri mo{ atl ilcrrn m oun nl:Ntrts .:ovraf,ltr, t r4t-ss on|t ,|xtrastlrufl: l L rr;8lll, lo Il r||nltlc. ^ r,!-Fh, .r r-l r]ill o'-," or .6F,.- r.nrr }|r. Cuf,rlJ a/CO to: TOWN 0F vArL JOD NO.4 398 90. DATE: 8-2-90 Attn: Mr. Stan Berryman DALY REpOI{T NO. SHEEr 1 0F 1 P.0. Box 100 Vail CO 81658-0100 lr.ryolcE No. PROJECT Acldition to Val1 Transportation Center, Vail, Colorado. PI.ACEMENT LOCAIION:Footing, A Line @ Lines L2 to'I5, Existing Tunnel Structure; I]ATCH TICKFT INFORIJATION: SUPruER Western Mobi lc IME IIATCHED ncKEr No. L359 x oEstcN tK,. A cu. 10. 8TnucK ilo. 114 1:00 P.lr{.nuE ^RRIi/E) 1:15 P.M.ruE PLrcE, 1:50 P.M. FIELD TE511NC INFORMATION: IIME TE,I TAXtlt 2:00Pll sLuuP 3L JOt SPECIFICAIIOhIS sLUUp 3-5 NR @NTEttT 5,O:wEr uNr wEcltr 739.4 d. sA,rPLE 1E}rP.70o ln TElP'g8o ^JR CoMrEl.tT 4- 8I WAtUt A)Os) Ar s]rE 8 rar. RO{AnKs: B G 24 ydr tN. tN. CYUNOER INFORMATION: l.|o. oF CTUNDERS 4 r.ytjuofn srzE 6rr x 12tt 'IuE ctLlNDERs c-,tsf 2:10 P.M.wHs{E c sr 0n-Sitc CURING INFORI,{ATION: lNnul cune On-Site o^rE srRtPPeD 8-5-90 MlN./I{,r\,o rE/nuE ar r,rIL 8-3-90RE.D SIDR/qOE tr: B. Carr Ft€runEs Cure Box NETI^RKS AGE t)^tls 0A1E.IESIE 10T t l.o D('6)DnufiFn (licHEs)^,lFA(sq. N.) c!uP. sTn, (Psl) TY?E OF FIIACTURE gTUNDER Wf,OHT(urs) CIUND€R uNfr vaElaff(Pct 7 28 28 28 8-9-90 8-50-90. 8-30-90 8-30-90 93,0-00.. 111 ,0O0. 112,0.00 lr 114 r 0-00- 6. 00 6. 00 6.00 6. 00 28-28 28.28 28.28 ?8.28 3290 3930" 3960- 4030, confshe4r con/shear confsp 1i t con/shear OFSICN STRN.IdIH 3000 Psl o2E o E r6ni |'Y t {xtr^roiw r'frl:i ltltl- frv lfl ,.rirt{}rrE wnl lFfl r-llt f anu vEllKxtl llt4t36 On|tmvsf, ]loIED 3o{[ llltoruAlloll otl iirts-ttsr'mrcct u Y tr PlKMou' fi olllLns' PROGRESS REPORT: Sample taken fron ttuck discharge. .^Drtre Michael Barber Architecture; Anderson f1 llastings; PCL Construction Serviccs; l{estern Mobile; URS Consultants; Mr. CarY Murrain; B. Carr T. Laudick RELD OBSEFVER APPRO\ED II/ ttm{ntD ar n|r inttll)lt,tw F roatmY (r a n ct ltxTi ,,lo Armrtr|l^mtr tDn Frtin_ E";ii?,i;6iD iriitir.I 6in rnninr rr'nKryA-:'^lq.ll wrt! ItL DGFqsto or ^'ltn tr'sll*.. r! t ChentlNolthcrrr,Inc '.'-rtlrn2 lirt|dr .n, Lr-alr.l. REPORT OF CONCRETE TEST CYLINDER DATA fsAuutlut'PiqtTcIrton,fr|T:LIl|tFt''E!Do'F<t|.ws.,|tirrhrrF^'[3|'nr'n'r'A!Itrf0,'|rxxJul'ftrYif'|'Y0f.i,n.|)trTl.l,tol|m!j^ft..ofn^|tufrf:lm'{t|6rt6onfxtn^c1slnirl.not.:^nD[oo"""r-'iij.n'.iii!,ij#lj.rrrio.'."".l.,n."|||||lt|A,qou.ll.lnD uul!l onit-i ra||^lrc(lrtlos !r. Lrttl,o ro rl wRnlx:. ^ '-i,r-, o. rrl iliillr-a or .o.noo'r!.. trrrn tlo. Cr.(llJ a/CO TgIVN OF VAIL JoB NO.4 598 90 p61gt 8-1-90 Attn: Mr. Stan Bemynan DAILY REPOI{T No. SHEEr 1 0F2 P.0. Box 100 Vai I CO 81658_0100 il'{votcE No. PRGTECT Acldition to Vail Transportation Center, Vail, Colora4o. PI.ACEMENT LOCAIION:Footing and Pad,Level One, New Structure, East Side; Bi{TCH TICKEf INFORI/ATION: SUPruER Western Mobi 1e TR(rcK rrc. 114 L:10 P.M. ncxEr No, t320 IIME ARRIVE) l:20 MU DESTCN r{O. A cu. lo. B P.M. TluE PucED 1:25 P.M.IIME IrATCIIS) FIEU) TESTING INFORI/ATION: nuE IESI Tr,xEll L:32PM SLUUP 4 tN. A,fR @NTENT 6 .22 vHr uMT woclr 139 . 6 Pct- sAuPLf lEuP' 72o xn rorp'70o JOB SPECInCAIIOIIS SUJUP 3-5 tN. A,tR CoMIDIT 4-8I WATEn ADD@ AT sm g cdl. nanqR (s. 8 of 24 vdJ r,.'l.|lrDor stzE (lrt x 1 2rr CYIJNOER INFORI"U\TION: lro. . oF c/L,NoF_Rs 4 nMr C'YUN0EFS Of,sr 1 : 40 P . M . wtlERE c'\'r On -Site RB.D 5TOTIACE FACIMEs F: B, Carr CURING INFORMATION: tNrul CURE On-Site rr rE srRtPPm 8- 2-90 Cure Box MtN.,/MN( REUAIIX& o rElTltlE rr ur& 8-2-90 ACE D)'|s DAIE TESIE) TOTAI. LOAD(rrs)DL\!fl€tt (rllc||Es)^,lE (sa. rN.) @uP. sln. (Psl) TYPE OFrI CTURE CT'L'NDUI wE ollT (Llls) CftJHDF-R uNrr vJLro{r (Pcn 7g 2&tt 28A 28A 8-8-90 8- 29-90. 8-29-9,0 8-.29-90 97,50.0_6. 00 6. 00 6.00 6. 00 28,28 28.28 28.28 28.28 345 0 con,/she af OESICTI SIR€NCI 3000 Psl o 26 O ls lf,sls ttY ulpurort ntRs('ntn. lrlf lfl L/.o{o r|l:f, w|ltt r,rn r; fir a9! !€Inm In{ I]35 Onl[F'VEf tlolfo so!f, nrrxnt tnN ott titts tLsl tftl'o{tl tr Y tl: tngvtDto rr onllts' Samp le taken from truck. dis charge. coPrEs ffi:*"T'ffil.tilI'"cture; PCL Construction Services; l{estern Mobile; URS Consultants ; l,'lr. Cary Murrain; D r-a.- T. Laudi ck FTELD O"Dsmtft apPRO\4:D Ur o-t oChcn*Northcnr,Inc 'rE llktf t,.rtllrq! .nl sal-lht. REPORT OF CONCRETE TEST CYLINDER DATA ^tAr,uni{l'dIfcTrqI'drr.T:t.I|lltl1l,Er,oot,F3l|.vl1|tlRf'Yfr:ir,r's|m{rntDAtIrrblfrl|[^|'.ftl<''frlfn6r.o.sl^'TulFI!mrr;t.t,sl}i3onlxtFlc]snF'q(Xltc^,'|'||,oounnrrr,''ri'.ri''ii!,r. 4ouFtt-ftD u,rtr!3 onflt t||urqlu{rs |/[ rflnfD !o Ir rfRnlllc. ^ '16.' or *l i-rir r -l e..- or c6F.,- .rd f|.. Cutl IJA ./m To: Tot{N oF vArL JoB No.4 598 90" DATE: 8-1-90 Attn: Mr. Stan Berrynan DALY REpOKf NO. SHEET 2 oFz P.0. Box 100Vail CO 81658-0100 ltwolcE No. PRGJECT Addition to Vail Transportation Center, Vail, Colorado' P LACEMENT-LOCA'II OI.I :Footing and Pad,Level One, New Structure, East Side; &\TCH]ICKET INFORI,IATION: suPruER western Mobi le NUE BATCHO rcKEr M,. 1334 Mx DEstcN Mr. A cu. ro. 8 nME RRr1@ 3:43 P.M. IluE PtrctD 3:50 P.M. rnucx Ho. 119 3 i 30 P.r{. FIELD TESTING INFORMATION: rME IE'r Tx(or 3:58 PMSLUUP 5 JOB SPEC|FICATTOIrS SLUUP 3_5 lN. AR coMror 5.8; wEr uNIr wEctrT 139.2 pol. AIR coNTSlT 4- 8:r wAIEn ADD$ AT snE P sArrPLE ]Er/P. 70o AJR rUr.Tgo rhr. no&{RK* 8 @ 128 ydr lN. rjyuHoEn stTr'-- (:rr x 12rl WHERE cAsr on-SiteCYLJNOER INFORI.IATION: I{C'. OF CI,UNOERS 4 'lluE C/UNDERS c,rSf 4 : 05 P .l'{. CURING INFORI'IAT]ON: tNrul cuRE On-Site RED slorr"AcE FtctuTrEs Cure Box MN./t{,{(. o rElTluE AT wL 8_2_90 IIAIE sIRlPPg) 8- 2-90 trr: B ' carr RE'uRKa ACE D\ls TIAIE TES'TED Tgr L 1.O D(rs)DI^UEIfJI (lrclrEs)NIEA(sq. rN.) @uP. sTn. (Psl) TYPE OF fiucruRE GI1-.INDFJ{ w€roltT (urs) cruN0€n uNr rvl'tclr (Pco ?B 288 2BB 288 8- 8- 90 8-29-90 8- 29-90 8- 29-90 77 100.0 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 con/sp 1it 3000 Psl 026 OtsOESIG1I SIR€NGTH rE nS gt uoqt^roRf tf Fs.t|xn. l,rr rrl ,r:a.()rltr^l|cc |ttlll ar'fl rnl f anu r/t-llr)I'3 llt{ rJs ollllx$t']E IK)IEI) sOU[ |rrtofilAl|or oal llt6 lls' RtFont U Y l( Ptlo'/ll}(D lr( olllt'lJ' Sample taken frorn truck discharge. nn'lF\ Michael Barber Architecture; Andcrson fi Ilastings; PCL Construction Services; Wcstcrn lt'lobile; URS Consultants; Mr. Gary Murrain; B. Carr T- Laudick RELD _O.BS_Eff,/IiR APPROVED W Chcn$Northcnr,lnc 'a.allrtq lrqk|dt .t{ g.l' bt. REPORT OF CONCRETE TEST CYLINDER DATA ^t|uunu|Ffmc'r'.loq[BT:r.n[nmE!|nol|i!Il.v1\,tl.,tr'nnTs^^Isl'rrntnAtn[fol'rdxIw...n{f'rnTYoff,nctt[[r'{'|'|oxmr|l^mlrvt| oa slllTgt Ftt mrEt thrt6 otr rrtla-J:t.tDq (rt nl.:rrlD0f, .,ovratn,| urnrjs rml(.l {r||^r-alulr3 lrlf lr;f,lLo lo nl trxllllrc. ^ 6-nrt- ., rr-l_i@ o,-. o. c".poil. tnn'r |.n. CYfl ll^ a/CO To: TolvN Attn; P.O. Vai I PRq'ECT JOo NO.4 398 90 DALY REPORT NO. riwotcr ruo. Vai1, Colorado, OnTE: 8-2-90 OF VAI]L Ma. Stan Berrynan Box 100 c0 81658-0100 Acldition to Vail TransDortation SHEtrr OF Center, t'Lrte EMeNi-mmidM Footing, A Line @ Lines 12 to L3, Existing Tunnel Structure; I]ATCH TICKET NFOR},IATION: suPruFX Western Mobi Le IntJcl( ilo. 114 1:00 P.M. ncxEr Mr. 1359 Mu DESIGN r.Kr. A CU. \o, 8 TIME TIATOI@ rME ARnvED 1:15 P.M,IME PlJcE) 1:50 P.M. FIELD TESTING INFOR'VIATION: lluE TE5T TAXTI 2:00P1{ sLUuP 5L JOD SPECtnCAnOItS SU,UP 3-5 lN.AIR cof.lTENr 5.0: wEr uNr wEclff 139.4 pcf. AR CoNTEiIT 4-SIWATER ADDS) AT STIE 8 SAUPLE 'lEuP.7oo ,tn tOlP.6 80 cdl. nei,ARl(s 8 @ 24 Yd3tN. CYUNDER INFORhfiTION: llo. oF ctltNoERs 4 r,Yl DIDER SIZE 6r x 12rl ]IME CrUNo€nS C.Sr 2:10 P.M. CURING INFOR},IATION: rNfluL cuRE On-Site nAlE srn|PpE) 8-3-90 ROJ) sIOR^CE ItY: B . Carr FAOUNES Cure Box MN.r/MN(,D TE^UE AT I,^IL 8-3-90 NE}I^RK& ACE &\'t€ 0lE lES-IE) TT'TAT LOAD(rs)OlA,lETEN (rr.rcl rEs)^,lFA(sq. rN.) c!uP. sTn. (PSD TYPE OF NIACTUNE CYIJNOER wEtorfT (uJs) 6rlJNOC-RuNr rtl'lcllr (Pcr) 28 28 28 8-9-90 8-30-90. 8-30-.90 8-50- 90 95,0_00.6. 00 6.00 6.00 6. 00 28.28 28.28 28.28 28,28 3290 confshear oESlcN SIR€lr I6IH 300(PSIO26 0AY5 rEsls tt t{r€ttAtoRY ffmar|||n |'u ol fat-offu}lcE |r'nl 4t''l nA,xr a<Iv llt-rllolti tn{ f,35 onl'xlvg( llolEo l'ollf ltitoaln^lx,lt Oll lltls ltsl'Rt,roRl uY lf fll('tlOtD trY OlllLRS' PROGRESS REPORI: Sarnple taken fron truck discharge. .nprtrq Michael Barber Architecture; Anderson t Ilastings; PCL Construction Serviccs; ltrestcrn Mobile; URS Consultalrts; Mr. CarY Murrain; B. Carr T. Laudick FIELD OBSERVER APPROIED t]Y o o l'tchael Earber Archltert !290 Broadway, Sulte tOO Oenver, C0- 80203 Chrfs Thomas it3?orst nEQurito lY: I|\lO_ ITUT| IEO lY: CO PA Y! ltAMl: . DAlt! .3UEillTTAL llo. $HOtDrAWlf,Gto. LO€ATIO OF PIOILEM: .tPtcrHcAnoil SEct|oil .coilTnAcronA$nilG l|o. .ocT tLllo.' .cor|PAilY .olHlR: 3UUECT:zt cr+a^r,r a^r w\3-1, rtulO Ac+ttA- qtbcrr^J6 At.tr f t8i 'rz- 11 Olztf:O,rrratr4 . Till,r- R+t nrP u;.nn rrrmtcarArr-(r-r-s.J.-Sqr) t<. ApftOA tSi Ber-a,l 'i 6C.qpq,.( eue{- 4-t{\ lis' stta,^JhJ. C,,{'}s'Tttrl. rh.,r"t/-!-+or-.Stt* PB"L6$qtb T-o rbJ$r:Q,-- Tile *lE.r glDa. BErdarrJ Tilr. botcs /rt glb',Jt.J OJ TUe-. fe&or,JrJL :l.t?rfs' -1!+t\ ,*/t\L -, -.J throd Ft(L FJts\Bt? ,4edt1 Frt\ +rrE ir flta.Aa.rn, : sulMtltED !Y! P'fiu.u OG.SS C,- Po33r!u cosr lMr^o,-TS:Q,.r- PosslBtE nME lMPAct:- NE?LY:"tllc- Zego,^r',.1r oe 0rpr- r: ---l4rLrAeLA- , Fh.^E{Eg. 'n&-- tstgatfzgnre- Asrrr QereLrrtt e --.- otTsrc*, 1'tF" RtAusrnst^ . AilSwEnED itl3Eflllo3 'l i . :il':ili "iJ. r; i'li;lr, $ { Etzti3 t tI I .; I'I I I d\ bN lr I i I ItI i I I J; Tfi S:oistilu, Jli il$'I l.'lF' i :il : .xt i It. I rl ;ijilEi ,tj iiii f,irrll :'.{,'ir! I'i i :ti i;i,',i i-fl|iuig 'i'i'iiiilliii:liliii;: t'!ii, :iill:!;iiill ir:li0r,r I iil$;', ii;.i iF ii: : Hiiou j; i iinilP lij; iHr$: i j,i$[lli: ;i i!,i rrr i Itr I.t. si rit; i-l r*tl ':t. 't rlitr. :'; ' t I I I I il'ii I rl't't't I' I I t: a I o Chen €lNortl'rcrrt. I nc 'n.Enrlt{ fn{f|€t tnrt S.l-rrt. REPORT OF CONCRETE TEST CYLINDER DATA {t^rru/nutFI(mc['.|rD.lr{T1rl[Ftl|lEl,|olt,itf|'.\f\||taf'Y'nTslnr$rn,rnroAs|rmr'rD|xIw..frfF.[rYf,r.rmc|ttx'fy{.rsl^tt|..l'f3rn'E]tl'ir'.o''xmlclsnhq.nqlu,'|,[x,""",r''".iii..'i'.iiiii 4rrunlt|D ur4t"sJ on|(n /lrtlr.tqlDns !lt. l.rr fD lo ol wRllllr;. ^ 'Ei.' .'. rr.l rjfX le'-- .r .ohDd.. r lr.. CuClll a/eo TOwN OF VAIL Joo No.4 398 90 DATE: 8-9-90 Attni Mr. Stan Berrynan DAtLy REPoRT NO. SHEErI OFl P.O. Box 100 VaiI CO 81658-0100 ll'fvolcE No. PROJECT Addition to Vail Transportation Center, Vai1, Colorado. PIACEMENT LOCAIIOI{: Wa1ls and F-ooti.ng, Stair No, 11, Levels I E 2; Footing, Stair No. 10, Levels I E 2, B,ATCH TICKET INFOR},{ATION: suPruER Western Mobi lc muc{ }ro. 1 19 ncKET l.lo. 14 80 Mlx oEslc}t rKt. A cu, YD. 8 nuE BArcHu) 2:26 P .M. nME RRwE 2: 43 P .M. TIME Pl'Acu) 2 : 46 P .lq . FIELD TES]ING INFORMATION: llrE TEsr T/rxtll l3g! pl1 sLuup Q1.2 nt- Nn mtrr-rr6.8 : wEr uNIr wocltt 139.6 pcr. S^uPLE lE lP. 760 ,un TorP. B0o JoD sPEctnc^nol$ sLuup3-5 tN, AR coNTD{T4- g I wATut ADDCD AT SJTE O rtol. no,aR}cs.8 of 86 vd3 CYLJNOER INFORI,(ATION: lK). or cYlJNoERs 4 fiJHDEFt SlZl:x(rrl 12,l lluE crtrNDERS oLsT 3:05 P'M.wllERE c"csr 0n-Site CURING INFORI,IATION: INIUL CUte On-Site RAD 5.IOR/ICE Fr6ttmEs Cure Box MN./M/U(, 0IE/'UE AT U&B-10-90 Ir E $n|PP@ 8-10-90 ttt: B. Carr RF-lr nK& AGE DA}T DAIE IESTg) IST L LOAI)(rrs) DI,AMETFJT (rl.rctrEs)1,lE (5A. [.r.) couP. fln, (PsD TTPE OF FTUCTUNE q|,rJNOFn wfj(Ifr (urs) cruNoFx UNIT WL]GTT (Pcrl 2B 2B 28 B- 16-90 9-6-90 9-6-90 9-6-90 90.,0.00 6. 00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3-190 coni.cal OESrcN SIRENGIH 3000 Psl 02rt D\'!5 rlsTs lrY wrqr^'txtY nrRso.orn A f lll .|rtnno$r!: rnrll ^FPl tc{tt ^flu lllrl(rfi l,|n f,ss olllt'ehlsf, tlolfD 3O!f l|'l)lrr^tlo]l otl rlxs ttsT llt,utl uaY lI: Pn(,\/I0(o ut ollluts' PROGRESS REPOKT:Sample taken frorn truck discharge. ..1DtF\ Michael Barber Architccture; Anderson fi Ilasti ngs ; PCl, Construction Serviccs; Wcstcrn l'lolt ile; URS Consultants; Mr. Cary Murrain; B. Carr 't . Laudi ck RCLD OSSERVER APPROVED TT oChen€Northcnr,lnc 'l,rhrlun t lngl*r ..., scr-lt l. REPORT OF CONCRETE TEST CYLINDER DATA ftAUlmul'FFoTIcTnHtori[}rTtn|fF,nE^}ro(x,':li|'\lt.tl.,tL|''Y'ns'{stn!f.tt1'Ail||f|-'|frDt'|'u.|r'.(fnTVrrrrrf of st^tTlrt rsr c..IE1jrsr*6 on rxmA:lltounlnD ur|rrjs otltl-l l|l&arJotlJrjrl3 ,Jf[ /frtt LD lo lfl vrrlllrx:. ^ tu'*!- o, rr-lillljlo-r o{ .6Fj.. 116 rro. Cutltl^ ./m rn' Jop No.4 ggg 90. DATE; 8-9-90 TOI\4! OF VAI L Attnl lr,lT. stan Berrynan DAILY REpot{T No. sHEErl 0F1 P.0. Box 100 Vail CO S1658-0100 llwolcE No. lRoJEcT Addition to Vail Transpottation Center. Vni1, Colotado, -ocAltoN:Itralls and Footing, Stair No. 11, Levels 1 t, 2i Footing, Stair No, 10, Levels 1 t, 2', [],{TCH T]CKET INFORMATION: suPruEa l,Uestern Mobile TRUCK uo. 119 ncKEr No. 1490 Mrx DEstcN fKr. A cu. to. 8 nMglrArcfiE) 2:26P,M. nuElRRlvED 2:43P.M. TluEPt/AcE, 2:46 P.lr{. FIELD TESNNG INFORMATION: luE rET T,tl<Elt 2:5S pl.liluup 44 rN. JOo SPEc|nAnnol'ls su,luPS_5 tN. Ars colnFi{r6.I : wEr uMr wEGtfT 139.6 pd. &{'lrPLE rEuP. 760 tn rOrp. 80o ^tR coNrBff4-B Iw^TER ^DD@ ^T sm 0 d n9tIl_g_sf _q5_jr43 3:05 P.M.CYLINDER INFORIJATION: M'. OT CNJNDERS 4 cjruHoER !itzr:- 6rt x 12rl IUE C|UNDERS ()\5r On-SitewHr:RE C^sr CURING INFOR},IATION: tNfrul cuRE On-site ROr 5,Krn qcE FircluTlE5 cure Box MN.,/yrJ(. 0IE/T1UE AT tAs.8-10-90 o^'rE SIRIPPtD 8-10-90 trf: B. Ca1.r nEr{AnK* AGE TIAYS MTE IESIID Trtr L Lo40(ris)DT },IETFJI (rlrcIEs)^,lEA(sa. rN.) @uP. sTn. (Psl) T/PE OF EUCTUNE CruNOFR wool{T(urs) CTIINDER uNtr wLtc|tT (Pcr) 7 28 2B 28 8- 16-90 9-6-90 9-6-90 9-6-90 90.,000 107,500 110,000 109, 500 6. 00 6.00 6.00 6. 00 28.28 28,28 28.28 28.28 3190 3800 3890 3880 coni.cal conical conical con/split NESNN STRE}.I6IH 3000 Psl o2D D,\YS rfsE lrY uDflulofiY arFF:ittttrn- Arf tfl |.I:oat{xrr:f wtlll lfiPl fir,fl f Asru r/trln(6 trtrlf,Ss onrxl{Et }()Ifo 50!E lrltoaur lnll otl lltts lLsr Rt|ro|IT u Y If flt(l\/|lttlt l'Y onlln:' PROGRESS REPORI:Sarnple taken from tnrck discharge. ^^DrFa Mi chael Barber Architecture; Anderson li Ilast ings ; PCL Construction Serviccs; l{estern Mobile; URS Consultants ; tr'lr. Gary Murra:in; B. Carr T. Laudi ck FIELD OOSERVER APPRO\ED t]Y ' ClicnSNorthcnr.lnc /-,ltt^l t^!&r*. .6d tcEnhr. REPORT OF CONCRETE TEST CYLINDER DATA ts^uUnu|.Fnr'rcF'|t'n'f'tT].ntfP|'it^'loqn3.|.vnlllnfmf$!.fstl't!frrrDAln|rc0t'|DllfIwFfo.r'.Tr0f(l,|lct|l'no.rsl^lTu'XfJ.m|rt,t6r}6on'xF,.;l5nnq.n'rlc^rr|)l'loou,rA(,Fo.ttsEnl:it,lvt'Pfl|oo|cot,nwnt|lrl|FA. coun.tnD urnlsl on{Jl ,Jr1^rl{lrtm5 tnf .rl:m Lo to [r lfrnllic, | tu'{E o, u-f il l e-", or .6Fir- rrd rr.. C|rtllJ a/m ru: T0IVN 0F VAIL Joo No.4 598 90. DATE: 8-.11-90 Attn: IqT. Stan Berryman DALY REPoRT No. SHEET 1 oF 2 P.0. Box 100 Vail CO 81(rSB-0100 ltJvolcE No. PROJECT Adclition to Vail Transportation Center. Vai1, Colonado. Floo1 Slab, Level 4,Lines fi to B,Lines 1 to 6; MTCH TICKE-T INFORII,{AIION: sUPruftr Western Mobi I e rME IrArctrED 7:00 A.M.nuE Annn/s) 7:10 A.M. mucx No. 71,7 TlcKeT l.to, 01.L559 ux oEstGN uo. C cu. vo, 8 TruE PLrcED 7 :20 A.M. FIELD TESTING INFORMATION: rlue IET rAXElt /;gofifvl sLUuP 4\tN. JOO SPEC|F|CAT|OIiS SLUUP q_q t,.t. i\Jn co TE {T 7 .l=Wfi UNTL WECTT 1,40.4 NR CONTENT4- 8 I WAIEI ADD@ AI SIIE SAJ,IPLE TE}TP. 7OO AR IEJP,600 col. Ro/^fftcs: 4g of 156 vd3 pc,l- 6 CYLINOEIi INFORM^TION: lro. oF cruNo€ns 4 6r x 12|'c,Yl.,'NOnl SlZt:uME c[tNDEtls c.,rsr 7 :45 A,M.wHgtE cAsf 0n-Site CURING INFOR}/ATION: lNrIuL CURE on-site RE-D SrOrW;E '.ACtLmls cure Box MtN./t{ x. o\IElnuE AT r,,A& 8-13-90 OATE STRIPP@ g_.1 2_90 try: B - Car-r REU RKa AGEDls DATE ]ESIE) Tqr I Lolo (LBs) DI MflEN (NCHFS)NlE (sa. rfr.) cor.rP. sTn. (Psr) TYPE OF HiACTRE c'ruNDol wEol'r (urs) CTUND€R UNTT WEclfi (Pcf) 28A 28A 28A 8-18-.90 9= B=.90 9- B-90 9-8-90 724,000 130, 000 '129,000 129, 500 6.00 6.00 6.00 6.00 ?8.28 28.28 28.28 28.28 4390 4600 4570 4580 con/sp1it ocn/shear con/shear qcn/shear o6tcN STRE}IdI}I 4500 Psl 0?6 D \6 IETS ttf L/t|outoFY Fftis(rrf|fl. l/{f tt /ratlxmrrrif fint rnPl x)\rt f lsru lfjlrrot lll||r=l onltlfi3f tlolfo solt Itror0r^tlolt oll llll5 ltst mlstrl u Y l[ ptKltlxD fi olll'xt' PROGRESS REPORT: Sample taken fron truck discharge. .,.'rtrq M ichae I Rar:ber Arch.itecture; Andcrson fi Ilastings; PCL Construction Servi.ces; l{estern lrlobile; UllS Consultfl ts; Mr. Crry MurrlLi lr; S, Urton T. Laudick FIELD OOSfffl/EfI APPROVEO tr/ ChenSNorthcnr,Inc '..t {rlt.vt l..|gLt-r no{ i.t-Utl. REPORT OF CONCRETE TEST CYLINDER DATA {t^!tmw.BrmcTrr.tro6['rTs-n[F|,iEt,|o(|,i\'l'vT\.,|l.Rf'{,'TIs^,[:il,rn'nrr'Atl}fl.tfrdMrrrr[d'f,?rfof.l(|ict|tno.r.rst^|Tuf'rT5...|.El!'trt6onrrrF,crsmor|dtEtc^,4,|4ourrrr'rxxis--ri'.iiitir.rlrrtirrolr:ol,if||l[I 4qlrulT-o uritt.sf otllt,l an,wq)/Ltfls rn{. rr;Rl l.o lo lll rillllrlc. .i Er*, o, u"l iliil-lo.-- or co.n .ili 106 rro, C!f,|tJA a/9O TOtlN Attn: DN Vai I PRGJECT JOo No.4 398 90 DAILY REPORT NO. INVOICE NO. Vai1, Colorado, DATE:8- 11- 90 OF V^IL lvh: . St an Berrpnan Box 100 C0 B1(r5B-0100 Acldition to Vail Transportation SHEET OF Center. PI.ACEMENT LOCAIION:Floo.r Slab., Leve1 4,Lines A to B,tines l to 6; I]ATCI{ TICKEI INFOIIMAION: sUPruFx !{estern li,tob i I e rRuo( Ho. L19 8:28 A.M, ncKfl $$. 011569 Mu o6rcN no. C cu. ro. 8 TruE ^RHTVED 8:45 A.M. lluE PL,rcs) 8;50 A.M.NME MTC}IED FIELD TESTING I|II.0RMATION: IIUE TE T TAXEN 9 : OO AI'{ sLUUr4 JOB SPtCInCAIlOl.Is SUJUP 3/ 4*t. J-5 "'. Aln lln cormn6.2 awr uNn wFjclrl142.7 CoMrflI4- g .t WATER ADD€D AI sm pcl. sJAnPl.E TENP,720 A,R TDjP.7oo rz tur nry{E l?q,eil!6_Jd3 CYUNDEII INFOTTMA ION: No. oF cyuNDtrts 4 cYt I DE I stTr:6rr x 1"rr 1ME 6;^lNoERs cAsT 9 : 15 A.tt'l.wHEnE c^sf On-Site CURING INFORIIATION: lNnuL CURE On-Site RE-D fitRcCE Flcttmri Cure Box U1N./UN(. O IE/T1UE AT y\IL 8-1g-90 tlAlE SIRIPPED 8-15-90 ltf: B. Carr REf,l,rRK* ACE DAYS (xlE IE51E TUr& r_(r D (Los) DUT,IEIIJI (lr.lcl rEs)^'lFA(sa. ril.) couP. sTn.(5r)TTPE OF rnlcrunE cruNotR WEIOHT(urs) CYIJNDf-R uNlr wL'lofr (Pcr) 7 2B 28 28 8- 1B- 90 9-8-90 9-B-90 9-8-90 1. 13, 000 L27,0A0 128 | 000 128. 000 6.00 6.00 6 .00 6.00 28.28 28.28 28.28 28. 28 4000 4490 4530 4530 coni ca I shear shear shear DESICN SIR€}IGTH 4500 P$oz6 D\Ys rs|:r rY ujputoffY ntR:ratoln. rrr Il ,..rrxlo lr:f wrnl lr{r rJ't t a<f! |,fln nt's lrtll fls on |l:rffll3f, ]lolfo so|rf llll oalrl lloat ofl lrts ltsr l|tl\ottl uaY lx: rtKMou) rr on|tts. PROGRESS REPORT:Sanple taken frorn turck discharge. .^ortrR Michael Barbcr Architecturc; Anclerson fi Ilrstings; . PCL Construction Services; 1llestcr:n llobile; UII.S Consultants; lrlr. Cary Murrai.n; S. Urton T. Laudi ck FIETD OOSEi(VER APPROVED I}/ Chcn*Northenr,lnc '^.F.rn!rlt bal|dr .,rd t l-iht. REPORT OF CONCRETE TEST CYLINDER DATA rt^uun4l,''n.''fcTtttc||f']T|tIEn,Et,loCt,i<f|.wt.|t!nrm{EMrttmullr',As|l|ff!.nr{).n^|F'f,'fnfof.|,nc|,f.ll's.l,rllxm'l^Irxrx (r st^tYullrTi. a:anldr6rt6 on rxtn^a:rs moq o4 rt GA,a,rtr.l oun Aa.I\oalrs E4ovr\Ifllr lrr4uf cnrtr rxfiArofrrttll5 t t r4{tt-o lo !r wx rrc, ^ 'Fii- ., u- ljliiTl r.*. 6. .".Fr - toan rr{|. Cl/tl IJA a/9O o T6. TOIVN OF VAIIAttn: Mr. Stan Berryrnan Joo No.4 598 90 pgg 8-15-90 DAILY REPORT NO. SHEET 1 OF 3 tNvotcE No. P.O. Box 100 VaiL CO 81658-0100 IRGJECT Addition to Vail Transportation Center. Vai1, Colorado. PI.ACEMENT LOCAI'ION: Level Four, Floor Slab, B-Line to C-Line, Lines L to 6; BATCH TICKET INFORI.IATION: SUPruER hlestern Mobi le Tnuc{ Ho. 44 ncKEr No. 1615 MU oES|CN |rO. C cu. YD. 8 nuE IIATCIIE) 7 : 19 A .M .nuE ARRIVtD 7:28 A.M.ItuE PtrcED 7:SS A.M.' FIEI-O TESTING INFORMATION: lluE TEsI rtt<grt7i4z AM:uuup 3k tN. tN. A'R @NTENT 5.6: WEr UHn Wecrfr 140. 2 AR Cot'ITOfi 4 - g,T WAIEI IDO@ AI Sm Pcf. a sllP[E TEuP. 72o xn rolP. 60() ,;"1 nD{lq4_sf_144J41JOB SPECInC nol|s SLUUP 3-5 CYLJNOER INfORMA'NON: M'. OF C\t'NOERS 4 cYLJllDER stzE 6 x 12rr ]|ME CrtrNOE is c^sr 7:4g A.M- wHfiE c^sr On-Sitg CURING INFORI/ATION: t nAL cuRE On-Site no-o srorucE FlctunEs Cure Box utN./na(. gATE uE,rr u14 8-16-90 E\rE srRlPPfl) 8=.16-90 BY: B. CaTr nEU RK* ACE r)A't6 D,\TE IE TE T TAL LOAD (ttrs) DUITETE I. (lNorEs)NlE (sa. N.) clrJP, fln. (Psl) TYPE OF FRAflUNE cltlNom WEOHT(uls) cfuNo[n uNff rYt'lc|fr (Pcn 7A 28A 28A 28A 8-22-90 9-12-90 9- 12-90 9^!2-9A 139,000 167,000 l-66,000 169,000 6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 4920 5910 5870 5980 conlcal coruical conical oonical oEstcft sIRstGIH 4-500 tslo2a 0^F rE;Tt lrt w)oar^mltt nfRsrroln. |nf ttl L/rtRo rrcE wmt r'ln r./{rf Astu |ltltnm lltll fsi oDlrlwS[ t$raD SO{f lNl Ornr^llox otl llls rtsl Rtlrcnl u Y fI: PfXI!4[D llt olrlLFS. PROGRESS REPORT: Sanple taken fron end of hose. ^^,,rr< Michacl Rar:ber Architecturc; Anderson f3 llastings; PCL Construction Services; l{estern I'lobile; URS Consultflnts ; It'lr. Cary Murrai n; B. Carr T. Laudick RELD OI]sEF/ER APPRO\ED II/ Chcn€Northcrn,lnc '.x-||th{ bgr*t dd lcl'tlbl. REPORT OF CONCRETE TEST CYLINDER DATA t<^uunH.F.noTrG-rrnlon['|T'.I'|rF,iEl,|t'f|isrl.vT1,tfiI'{'nI:r,Ifst,rqmrDAltrfc4|fm.Mw'ittlYIrrof(t,fct,[n,o...rsr^'r'JrJ..t'€ur|r'6o'rrXfR,Ar-Jsmovo.9t.},rD[xlour*rrxxrs.n.iii'eirlionrrrrrrr.o(x,artt|||l}l ':our\rtTlr t r4lJll on(,l rt wqj4)'|s lrtt rcatlo m lrl w{lllllc. ^ .166' or rr- | iiiij-l e.-a or conreonir rrfr rb. Cl|eltl ./CO TpWN 0F VAITL Joo NO.4 398 90 p4193 8-15-90 Attn: Mr. Stan Berrynan DATLY nEPOf{T NO. SHEEr 2 0F 3 P.O. Box 100 Vait CO 81658-0100 llwolcE No. PRGJECT Addition to Vail Traqsportation Center. Vai1, Colorado. Level Four, Floor Slab, Lines B to C, Lines 1 to 6; BATCH ]ICKET INFORI/AT'ION: suPpurn Western Mobi lc mwx N0. 150 ncKEr No. L625 M0( DEsrcN No. cU. t!. 8 nME ARRffiD 9:02 A.M. nuE PLlc@ 9:15 A.M.IluE ll TCHED 8:50 A"M. FIEI-O TESI]NG INFORMATION: lluE TEsr TA(tll 9:20AM stuut4 3/41N. Joo SPEClflCAnolrS suJup j-5 tN. NR coNron 6"8=WEI uNIr woct|T139.8 AJR COIITOIT 4- gr wArER lDDm AT 5m pcr. SATPLE TEuP.68o AR TuP.65o o ';or. n9f{81?0_sr ll4_Id3. CYUNDER INFORI.,I.iTTION: ll(). oF cflJNoERs 4 crut{oEl stzE 6rr x 12rt 'llME C|'UNDERS Or'5T I 26 A.M. wHEnE c1sr 6n-Site CURINC INFORIIATION: tNtrl t cuRE on-site RELD srofrlcE FlctunEs cure Box MtN,/rux, o rE /nuE AT ue 8-16-90 Ir tE srnppg) 8-16-90 gy: B. Carr REU nK* AGE 0^\S 0lE.IESIE)TSTAT LO^D(rrs) DlAt.|ETEN 0irclrEs)^,lFA(sa. rN.) couP, sTn. (r5r) TYPE OF flucTUnE CYUNDM wfiotfT (r.I,s) C'TUHDER UN'T WE'CIff (Pcf) 7B 28B 2BB 288 B-22-90 9-12-90 9-12-90 9- 12-90 10,1,000 125,000 129,000 L27,500 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28,28 s57A 4420 4570 451-0 confshear oon/strear strcar con,/shear OESIG1I STR€NCTH 4500 P$o2a D E IETS Ut l,ADOat rcel itlrs.)roln. A f L,t-.ittor)lcf wml aft'l r.arxf r<rv ,|fJnm l,rtl c$ onlr,f,tt!€ l&r€D 301{c lflrur|. lloll oll llt6 lLsI ,ltFofiI 14 Y tI. mor'rxD l'Y onlu$' PROGRESS REPORT: Sanp le taken from truck discharge. nnor'." Michael Barber Architecture; Anclerson f' llastings ; PCL Construction Services; lltestem l'lobilc; URS Consultants; Mr. Gary Murrai.n; B. Carr T. Laudick FIELD OTISEIWER APPROVED AY Chcn*Northenr,lnc ',ri{lurt? l^!l,|..f .nd Scl-rlhl. REPORT OF CONCRETE TEST CYLINDER DATA {t^irUIul''{r'ncrrt{m.l['rT3.T||fn'nE^,mo(|tt'l'v'.l.l|La'mfsr,rfs(mvnroAsl'rrD'iroflJlw.!m.rtnTt.'f.l,nc|,tXT5.|,lo^mrn|,Amlr.,1[ir/-nrN(rsl 'T!''.E.m|E|'t,s|tttonr1F]^.:F'tf'v.'n[1c^,|txl{|oUaf'rxltEn|tt'flolt'roDEot,lr1t||lrltr,r,r1A.qovft-tlt, urnls|l on{-i ,nR4€ajjltrts l,rf ,a{ll, m rr wxrrlr€. ^ '16r, o, u-|iliil-le .+ or Go,ipdr.. .oan to. catI1.14 r/go To: T'htN oF 'AIL Joa No.4 ige 90. URTE: 8-L5-90 nttn: Mr. Stan Berryman DAtLy REpOttT NO. SHEE'1 3 OF 3 P.O. Box L00 vail co 81658_0100 INVO|CE NO. PRGJECT Addition to Vrril 'fransportation Center, Vail, Colorado. Curb and Gutter, Frontage Road; BATCH TICKET INFORMATION: suPruER Westcrn Mobi le nuE 8Arcltg) .|.|CKET No. 1633 MX o€stcN p9. Class Dcu. w. Imuq( No. 1 19 2z2B P,14,nye ARnrvED 2:40 P.M.luE puceo 2:45 P.M. FIELD TESNNG INFORMATION: IluE TEs'r TN(fl2:s0PM stuupl/ 4 tN. AJR cotffEltT5.5:wrr uNr wocln -- pcr. s^npu rorp. 70o ,u rolp.650 JCID spEctFlcAnolrs sLlJMp N. AR CoNTENT r wATIIi IDDED Ar sm rkt. nEIu 1(s: cYUNOER tNFORT!\'t'toN :ilo. OF CTUNDF]RS 4 cll lllDEn sfzE 6ti x Lztl 2:55 P.M. wHERE casr On-SiteIIME CTUNDERS C.AST CURING INFOR}IATION: lNlIuL cune on-Site RELD slott^cE FrctlmEs cure Box MH./r{e(. oArEnuE er Lrs. 8- 16- 9c o lE $n|PPtI) 8- 16-90 tIY: B. Carr RE,.l RKs: AGE D^ts 0lEr6tE,TUt t LO1D (urs) DIA}IETUI (rNq rEs)A'IFA(sa. N.) @uP. fln. (P5D TI?E OF FITICTURE CItINDfr woot{T (r,I's) CT,UNDfi UMT WECIIT (PCD , 7C 24 28c 28c 8-22-90 9-12-90 9-12-90 9-12-90 134 , 0.00. 153,000 155,000 158,000 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28. 2B 4740, 5410 5480 s590 conical crcnical conical qcn./shear OESICN STRINGTH 3000 PSro2r! DA'r6 tESn; ltt uDqulotir ''frr'artrtn a f ln tatrr|o ]rcf, w|nt lrt'tt:A,|f a<tu uf-llno:i lrrl fss onlrJf ls€ ]lotfD sos( |lllo.ru lro|r ott llls ttsf mtrofil u Y 0( Pnovnx! uY olllLns. PROGRESS REPORI: Sample taken from truck discharge. .nD,tr< Michael Barber Architecture; Anderson ti llastings; PCL Construction Services; l{estern lrlobile., URS Consultants; Mr. Gary lr{urr:tin; B. Carr T. Laudick FIELD OBSEI{VER APPRO\ED tIY I ' Chcnc}Northcr''l,1'',. O o REPORT OF CONCRETE TEST CYLINDER DATA '4rEdu.t' tngt'*r nril &Lolr.(. 6t lug 24"" Y.l. TOI{N OF VAII Attn: Mr. Stan Bcrryman P.O. Box 100Vail C0 81658-0100 JOB NO.4 398 90 DAILY REPOTTT NO. fwolcE No. DATE: 8=,11-90 sHEEt 1 oF 2 PR0JECT Addition to Vail Transportation Ccnten, Vail, Colorado. PI,ACEMENI LOCAITON:Floor S1ab, Leve1. 4,Lines f,, to B,Lines I to 6.; TIATCH TICKET INFORI,I,ATION: SUPruEfl Weste rn Mobi l.e mucl( }|o. 777 ncKEr io. 011559uu oesrcx no. C cu. m. 8 nuE &ATCHU) 7:00 A.M,TIME ARRrVF.D 7:1"0. A.M.TME Pf./ACED 7t20 A.M. srJrPE TELtP, 70o AIR TEIP. 600 cot. Ro/ARXs 48 of 156 vd3 FIELD TESNNG INFORMATTON: IluE TEI T/rXOl 7:30AIr{ 5LUMP 41ztl!.. JOB SPEClnClnOlrS sUJMp q_q tN. AIR @l.lTENT 7 .1= VlEt UNIT. wECllI 740".4 pal. .^JR coNT$r4- 8 r WAIEII ADD@ AI sm (, CYUNOER INFORI,,{A'TION: No. oF cyuNoEns 4 T,TJN0ER stzE (rrr x 12tt lruE ctuNDE rs c,tsr 7 : 45 A,M.WHERE c^sr On-Site CURING INFOITIv{AIION: lNlIuL cuRE on-Site Ro, s[on/r6E FtcltjTtEs Cure Box M|N./[{M. o^rE/nuE ^I ura 8-].3-.90 (r^rE SIRIF?ID 8_12_90 ttYr B- Carr RFJr/rftK! ACE D16 OATE IESIE' Tgr L r.o^D (urs) DIAU ETF-'I (rl€u15)A'IEA(sa. ur.) cor.rP. sTn. (Psl) TYPE OF riucTultE CI,tJNDEN wgorff(urs) cruNo€R UNIT WElcTT (Pcf) 28A 28A 284 8 -18-.90 9_=.8-S-0. 9-8-90 9-8-90 .124, 000 6. 00 6.00 6 .00 6. 00 28.28 28.28 28.28 .28.28 4390 con/spIitr OESICN SIRf-NCTH 4500 Psr 026 D{16 16T5 ltt t^0qutof,Y Ffml|.orrt. Mt llt ratono tr:E wnl rt'f! rrr f rslu ltjllxtlt! trtrlts oD|t-n*ti[ ]lolfo Solrt [{lmr llot| ofl lt|r5 lls' FtFonl rr Y u: rnov|l)tD fi oll[Jrt. PROGRESS REPORT: Sample taken from trr-rck discharge. CO'IES Michael Barber Architccture; Anderson G IkLstings; PCl, Construction Services; Western Mobile; UllS Consultants; Mr. Gary Murrain; S. Urton T. Laudick RELD Ot]SEfiNER APPRO\ED I}/ ls^gUnwfi[rcFl(tct|f|.|:l.T|ttnFE^,inol|ijf|'w.l',tLn.'{'ft\rn[tlD|..TrInAtlrco|frfTl^lF|lf'tttlYofr|,nc|,l'nox It sr^rn ttrrt .rr6.tr5rt6 on fxtrrrcts rYmra f r{ c.rrDrr{,,:o!r\IllD ur^t5l on|t.| ,aR '|qyr.'os rat rarnlD lo |}r $Hrll||c. r 'h.' o. *li]@* .r.o6r.ir- t6''l l|,'. CLf,llJ a/eo I Chcn ONorthenr. Inc '4.F.lUa.l LigkF.r r.it S.l-l|il. REPORT OF CONCRETE TEST CYLINDER DAT,A fsAUUnA'F'|i'TtcTl|trDllrrnLI|rn,rE^,loo|hs'|.vfa,tlir'9IT5|,|!:slDr{TrloA3.[fm!,nr''fru|'ltrr'fnTrof(r,nc|Jrro'..'.n^'r'.rtc''{llnx'6o'ffnrx]s'TnrfdlP1c!.r''E|ounrrri's.rs-.iiitilrinlrrrnrnounrRItlllrA.:Al: aorrFtlrD lrilr5:l on|f.l afltqfqrrlMs l,rr. rr:Rrlr' ro ltl wRnl|c. ^ 'rnn- o. rr-l ilijl-lc.-- 6r .odroirr.. torf,r tro. Cr.tl ISA a/to lo: TOWN OF VAIL JOB NO.4 398 90- DATE: 8-11-90 Attn: Mr. Stan Berryman DALy REpORT NO. SHEE1 2 OF 2P.O. Box 100 VaiL CO 81658_0100 tNvolcE No. PRGJEGT Adclition to Vail Transportation Center. Vail, Coloratlo. PTACEMENT LOCAIION:Floor Slab., LeveL 4, Lines A to B, Lines .1 to 6; TrcKEr No. o1L569 MU DESTCN tlo. c UATCH TICKEI tNFontv{ATloN: SUPruER Western Mobi 1e rnucx Ho, 119 B:28 A.M. cu. .|D. 8 TIME II^TCHED TruE AIiRN@ g:45. A.M.llME Ptrcu) 8:50 A,M. FIEll) TESTINO INFORMATION: IME TEs.r TAXEH 9:00 AM sr-uur4 5/4rrr. JOg SPEClnCAn0t$ sUup g_5 tN. ^Jn coNtafi6.2 T wEI uNr wuctr142.7 Arn coMIElII4 - g I WAIER ADDu) AT sm pcr. sArPtE rEAP-7zo AJll ruP.7oo 12 tut. naIARt(s 128 of 136 vds cYLJNoEti tNt oRLnTlol.t: o. oF cruNotiRs 4 fitlDEn stzE (rrr x 12rl llME c,yLrNoERs c^sr 9 : 15 A. lt{ .wllEnE c.rsr 0n-Site CURING INFORIiIATION: tN[uL cuRE on-site o rE srRrPPtI) g-13_90 ROD ST'RACE flClUnES tY: B. Carr Cure Box utN.,/ttN(,orrE/nuE AT r,^rl. 8-15-90 RITI^RX& AGEDts t)^IE IESIE) TgrAL LO{I) (rBS) DUrrElfJl (rr.rctrEs)^'lEA(sa. fi,) couP. sTn. (PSD T/PE OF FIIACIUNE c'ruNoE t wEtol{T (urs) 6TUNDA uNtT wL'lclff (Pcfl 28 ZB 2B 8- 18-90 9-8-90 9-8-90 9-8-90 113, 000 6.00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 40.00 conical OESICN SIR€}IGTH 4500. Pso2a lr^rr ff,Jnr rr uDctutoF FFnsatrftfl. lRt |'r t4tltto rr:q finl aa.Fl tf,rr|f a<TU ua-Ilorr:i In{E;s onl[,RwEE tlotlD sox( lff oml^lx}.l olt llll5 lLsT llttro{tt u Y 11( f'lwltxll rr ollluls' PROGRESS REPORT:turck discharge.Samp le taken fron coP,Es H;:il:,T"nr.fi;ll."cture; PCL Construction Services; lllestern Nlobile; URS Consultants; Mr. Gary Murrnin; S. Urton T. Laudick FTELD ODSEIilVER APPRO\ED t T o' ClrcnilNorthq'n,h'rc ... .r r. r{ )! i 6Tl rut 'a r ttc"'..-.ru.? L/rllit .rr n.{ Lknh(. REPORT OF CONCRETE TEST CYLINDER DATA l.1l!lmurr,rimcTrm.lrr''.l'n|tnnE^rDol|i3.|.\,R,|LIlmfrs|f:5tmifn'oA5ltfft)t'|.''.rw..'ttlY'[alofd,[c||0.ts.lAn|,^[ '|n'.o.s'|tTy'tTs'cl'rtt|'.ix}r.to'rrI|clsmo{rn&1c^'x''o"u"*r''"'fi;'.iiili.niri]1rriorrco.rn."|!|[IpFA,4OUFtrrIl, Ut{t53 On|(ri ,rlrwrqlpos !r. rartll.o lo lrl wtllllllc. ^ 6-n.' .r u.ltiiiTlr-. or co.nro.!.. .orir r.|o. Cuzlltl a/eo TgWN 0F VAII JOB No.4 398 90 p41E; 8-15-90 Attn: Mr. Stan Berryman DALY REPOr{f NO. SHEEr 1 OF 3 P.0. Box 100 vail co 81658_0100 rl.{vorcE No. PRo,rEcr Addition to Vail Transportation Center, Vai1, Co1ora4q.= .'_- P]-ACEMENT LOCAIION:Level Four, Floor S1ab, B-Line to C-Line, Lines 1 to 6; BATCH NCKET INFORI/ATION: SUPruER $lestern Mobile cu. 'ro. 8 7:35 A.M." rRrcK lro. 44 ncKEr No. 1615 MU DESTCN uO. c IIUE IRRN€D 7:28 A.M. IIUE PI,^CU)nuE IATEHE)7.19 A.M. FIELD TESNNG INFORMATION: lluE TEsr vxf''tT:42 AM sr-uup 3k JOII SPECFIC nolls SuJUP g-5 NR @NTENT 5.6; wrr uNn wgcln 140 ' 2 rR CIMIE}IT 4- 3I WArEn .^DO@ Ar stlE s.^r.PLE TEIP. 72a xn rErP. 600 tur. Igt{s!?_e!_14! yds_ Pcf. fr lN. tN. CYIJNDER INFORI,,IAI ION: o. oF cvtJNDEns 4 c,yUttDER stzE 6................rt t 1 12rl rtue cYUNoEm W 7:48 A.M. mlm CURING INFORI,IATION: llltluL cune on-Site RE".o fit1t6E FAct[mEs Cure Box MtN.,/rruc oArE !E ,rr r,rs- 8-16-90 IATE SIRIPPED 8-.16-90 Or: B. Carr REITARKS. ACE tl^t€ OAIE TESIE TqIAL LOAD(uls) DT^UETUI (|l,rcl|l5)^f|EA(so. rN.) co!P. fln. (f,sl) TTPE OF NUGTURE cYt.tNoE wocrtr(tlls) C'ruNDER uNn wo/ar (Pcfl 7A 28A 28A 28A 8-22-90 9-12-90 9-12- 90 9-12-9,0 139,000-6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 4920 coni cal OES'CN SIR€I.IGIH dq nn t'sl o 2t DA.yT rEsni trY l lroauroFl nfn3tl|tm. At|f ol axjo.EArr:q wml ,r!il |(:|,rf lsTl' -f'tllnrn l'xl l]ss on|tfl!5€ ]lolfD soxt lNtonr.r lrttl ott liis -ttsT'Fu'ofit uAY l[ Ptt(t lcl' fi onuts' PROGRESS REPORT: Sample taken from end of hose. cop,Es |il::::"'t'liil.lli','l'"""'"' PCL Construction Services; Western lulobile; URS Consultants ; Mr. Cary l"lurrain ; B. Carr T. Laudick RELD OBSERI/ER APPRO\ED BT ' Clrcn€Northcnr,hrc '4rhriurYt trtt|*. .nd &l'!tt!|. REPORT OF CONCRETE TEST CYLINDER DATA rs^uUnu|.''rnTcTr['n[ms.Dt('t'FExlllo,N..|.v'\.,|lF'It('tNr,r(3l,Irfnlr} sD|Ifo'rDl||TW..inPl'|tY.r.l,tct,t'tTs.,,l noi|lrst^lfl,.'rra'r.'|ql,.ir'5onEl',A.Jsmorl(nnta^'{'to.lurernnrJ.ri''iiir.in,i'o'r'rl.rr'r*r-aounfllt lrrrtlss ollltjl ,nlaqtal,|rS |,r( L.at fu lo |tl $llluro. ^ .'wn6- of ,r-l iliii-l o'-,o 6r co,?oi,r.. ..ni r|lr. CiltllJ a,/CO TgWN OF VAI.L JoB No,4 398 90 p416t 8-15-90 Attn: Mr. Stan Berrynan DALY REPOKT NO- SHEE1 2 OF sP.0. Box 100Vail CO 81658-0100 llwolcE No. PRG.lEcr Atlcli.tion to Vail Transportation Center. Vail, Colorado. PI.ACEMENT LOCA'I'ION:Level Four, Floor Slab,Lines B to C,Lines 1 to 6; I]ATCH T]CKET INFORI,TATION: suPruER hlestern Mobile Tnuq( tto. 150 nuE uTclltD 8:50 A.M. ncKEr No. L62S Mrx DEsrclt fK,. TIME /rRRt!@ 9:02 A.M, TIUE PLrcE) cu. \o. 8 9:15 A.M. FIELD TLSTING INFORMATION: nuE IEST l/,r<til 9:2OAlvl sLUuRl JOD sPfClnCAnOl|s surup coNTE}{T 6o8:WEr uNn wECrfT13g.8 CoNTE}IT 4- gI WAIEn ADD@ Ar sm snrpu rue.680 ata rorp.656 .hL REr.r ru(s: 120 of I44 vd3 3/ 4tN. 5-5 lN. NR AIR psl. 6 C]IINOER INFORI./ATION:p(t. oF cYlJNoERs 4 clljltort:ifzr 6tt x 72tl 'llME cruNDElts cJ\sr 9:26 A.M.0n-SitewlrEnE crsr CURING INFOR},IATION: lMful cuRE On-Site flao sKrRrcE F,rctunEs Cure Box MN.,/MAL e\tE rnuE AT u& 8-16-90 orE $Rrppgl 8-16-90 rt: B. Carr RE.t RKS AGE OAY€ 0lE IESTE) T(Ir^t toAD(rrs)Ol^UETEN ([,rclr15),\nEA(sa. H.) c!uP. sTn. (r'sr) TI?€ OF FlIACTUNE C11.INT'ER WEo+IT(trrs) CI1.INDER UNIT WOGTfi (Pcf) 7B 28B 288 288 8-22-90 9-12-90 9-12-90 9-12-90 10_1 , 00-0.6. 00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 3570 confshear NES|GN SIBEIIGIH 450.0 P$oza oAYT IE5IS Or tlt)(I!{IUAt Pf Rsatrln. Arlf ol f./$no^}lc( wrnl f't'l rrflf Astu rlf'rftlt! l'xl cas on[xlYElE ]prfo 30||t lfll ollu llotl otl llll5 lLsT Rtr\nl U Y lI- Pl(wlo(D tfJ olllurs' PROGRESS REPORT: Sample taken fron trrck <lischarge. CO'IES Michael Batber Architccture; Andcrson {i llastings; PCL Construction Services ; lllestern tt'lobile; URS Consultants; lt{r. Gary Murrain; B. Carr T. Laudick FIEI.O ODSEfWER APPRO\ED t'f . Chcrr€Northe[n,htc 'r.iturt| fnlrfft .nd sal-ttLl. REPORT OF CONCRETE TEST CYLINDER DATA ts^r,unut''r'IfcTrHroGrxI5.n['rt8E[h{||t5't'!T\.,|LFfJr'tTsr,r':itmr'nrDAl||frotflf{Ntw-.'n<f{'rY|x.t,'cl,t}.ts.|E'f|,^|!io,.r.sr|Fu,.l''s'.n'E|'tnrt6onfxtn,rGBmovo.|i|G^,||[f|ounorr.o.rrs..rs'.iiiiin,itlirr,on 4OUrrLfrrJ, urrtu:t on(,l lrRrr€orD{1s |Jrt. r,crtt.D m [r wxlllllG, ^ '**' .. u'.1 illlr.l c,-,c or G".F.r.. r.rn f,o. Cuf,llJ {/0O To: TgwN oF yAIL JoB No.4 398 90 uetE; 8-15-90 nttn: Mr. Stan Bearyman DAJLY REPORT NO. SHEET 3 OF s P.O. Box 100 Vail C0 81658_0100 trwolcE No. PRGJEGT Addition to Vail Transportation Center, Vail, Co lotado. Curb and Gutter, Frontage Road; BATCH TICKET INFORI,.IATION: SUPruEI Western Mobi le mlrcl( No. ]-19 2:28 P.M.TtuE AflRrvED 2:40 P.M.'nuE Pr.rcED 2:45 P.M. rcxEr No. 1653 Mx DEstcN lJo. Class D6u- ro, 8 NUE B,AICT,IID FIELD TESNNG INFORMATION: lltrE TEsr T xol2:50PM stwpl/ 4 tN. AR @urElrTS.S: wrr uNn wuclrT -- pct. SAl/Pt€ rgr'. 70o ,rtn rorp. 650 JOO SPf,ClFlClflOltS surMp tN. AJR CO}{IE.J[ Iw IIR IDO@ At Sm Cot. no$Rt(* ]IUE CAINDERS CTST 2:55 P.M. wEiE c^sr on-SiteCYUNOER INFORii'\'NON: M'. OF CYIJNOERS 4 r;rulrDEtr srzE C)rr x 12rr CURING INFORTIAIION: lllllul cutE on-Site na.o sron cE F/rctunEs cure Box url.,/r{ x. oATE/nuE AT u& 8-16-90 Ir IE SIRIPPID 8_ 16-90 [tY: B- Carr nauRK* ACE D\15 o^'IE rE$E) T('r l LoAD (r.os) DITMEIT'I (u'ro lEs)^ItFA(sa. r,r.) couP, fln. (PsD TYPE OF F|UCruR€ CITINDEII WE'OHT (LrJs) C4JNDFX uNn wEofr (Pcr) 7g 2W 24 24 8-22-90 9-12-90 9-12-90 9-12-90 134 ,0"00.6. 00 6.00 6.00 6. 00 28.28 28.28 28,28 28.28 4740,conl c41 OESIG1I STRFXGfi 3000 Psr o26 D^16 tEs|s Er urxn m|.t rfRsatn|n. |'rf lr a.trrlo{rc[' wlnl ^r'Fl r7l|lf allu rrf-llx)i,:i t,tll f,ss on|ttrlvEe tl(|l[D souf ltltonra lloll otl 1116 llsr fitFonr r4^Y tf rnw|lxD lrf onllns' PROGRESS REPORT: Sarnp le taken fron tnrck discharge. coP,Es H::i::"T'ffi:.ffii1'"cture; PCL Construction Services; l\lestern l'{obile; URS Consult:rnts; Mr. Gary Murrain; B. Carr T. Laudick FIELD OBSEfI/ER APPRO\ED TT t'Chcn$Nortliq'n,lnc.O o 'r.t rluof hgl.|-.. ord S.l-lht. REPORT OF CONCRETE TEST CYLINDER DATA (s^uvnu|'if0rrcT('|Iod|'fT3"n|fFlnE^}rDf'itft.\lf\.,!!n]Ir'nt'fsl,nr.m'nAstrco|'lo|l.lwBrxi''tf'or.r,nc|[}.rs.,,ton|I^[no||.rsr^'Iu''.I5..loc|t.sx'r.ronrxTprilmovr'4Flc4'r|)|'4ounxr,rrxrs.rj'.htir.rmdnrrrutr:ou{w|{|rt|t|EA.h'|.s 4ourLt nD ur{t.sj ontrtjl tnrw|,uruos lnt rfttt to lo |'t wRtl[r;. ^ "Gr'- or rrlifff f-lr*,o or corDoir.. 106 '|o. Cr4l IJ a/9O Ti't. TOIllN Attn:pn Vai 1 PR(UECT OF VAIL Mr. Stan Berryman Box 100 c0 81658-0100 Adcli tion to Vail TTansportation Ccntcr. JOU No.4 598 90 DAJLY REPORT NO. rtlvolcE No. Vai1, Colorado, DATE:8-16-90 sHEFf 1 0F PIACEMENT LOCAI'ION: Floor Slab at Col.unns, Level One, Lines 81-82, Grid B-L7,3; T]ATCH TICKET INFORIJATION: suPruER rlcstern Mobile Tnucr No. 54 rcxrr xo. 1645 ux oescx no. B cu. ro. B IME &ATCHID 9:44 A.M. nuE IRRmD 10:00 A.M. lluE Pt cED 10:10 A.M. !€{. sarPt-E IEMF. 70o ,ln role. 690 5 col nogn6s. 8 of 16 yds FIELO TES]]NG INFORIJATION: rruE rEsr ru<ov10:20Alr4 swup4 3/4$t. Atn cotfirJr6.0;wEr uNr |vE$rr -- JOB SPECtflCAnOlG suup 3-5 rN. ArR coxrorr 4- 8 ;r wirrrn ADD@ Ar srrE CYLINOEII INFORI.IATION: lro. oF cmJNoF.Rs 4 6|| x 12rl nur oIJNDERs GLsr L0:25 A.M. wHERe c^sr On-Siter,YLltrDot :irzt: CURING INFORIIATION: lNtlul cuRE: 0n-Site Ra! sronAGE r'^c[tnEs Cure Box MtN./r,rN(. o rElTtuE AT L{& 8-17-90 DAIE sIRrPPgl g_17_90 0Y: B. carr R ARK$ AGE DAE DATE IESIU) Tgrll L(uO (r.os) DtarElr'-n (rucl|Es)ATID\(so. rN.) @vP, Sm. (P6r) TYPE OF FIUCTURE CYUI'IOER l4lE cllT (ttts) CAL'HD€R UN]T V{OGrII (PCf) 7-B 28-B 28-B 28-B 8-23-90 9- 13-90 9-13-90 9- 13-90 -10.8, 0_00-6.00 6.00 6 .00 6.00 28.28 28,28 28.28 28.28 s82a confshe4r OES'GN STRfNGNI 3500 Pst o 26 o,rts rESrs Bl wrol|Arcff Ffrso.o|rl. lFr lll f.rrno^rrq mrtt lr'fi |:vrr AlTv ,tllnl)s lltrl csl onl[m3f ]lolfo 50r.€ ltllolnr^tDN oll tllls lLSr ml!fll ruY |{ t'lloflxl) fi ollluls. PROGRESS REPORT: CO'IES Michael Barbcr Architecture; Anderson G llastings; PCL Construction Serviccs; l{estcrn Mobilc; UI{S Consultants; Mr. Cary Murrain; B. Carr T. Laudick FIELD OBSERYER APPRO\ED trf "Chcn e}Nort her''',. 1,l.O REPORT OF CONCRETE TEST CYLINDER DATA {t^Uunr^ldr.'r'c'rfmnr'fs-i|fnnt^,0d,a3.lvt\.,ltiDnnnln:st&rnfDAl|rco|'r.xrrtwl'ftg'nrorfrnc|[t0s't,|oAmrnll^mt,noHo.llAtTr|||lTi.n|q|'lif}6onn|nr'smN.nn1cr,(n'',qJnF|'ro{'5|5a|:it.'lt1o[|lnqc.t,iwllt||l'llcovr\tnl, ur4l_:ts on{t r|ix pql.uns lnt ,ar[ fo lo |'t nlifllrc. ^ "En r' .t u,. I I lll I l!d, or .ooe{.rt . t.d fr.- CvCll! a/eo 'a.n|trit t gtrdr .h., t l-lrrr. Tn, ^--rv; TgWN OF VAIL JoB No.4 398 90- DATEr 8-16-90 Attn: I{r. Stan Berrynan DAtLy REPORT NO. SHEEr 2 OF 2P.0. Box 100Vail C0 81658_0100 lNVOtcE NO. PR0JECT Additi on !o Vai 1 I'Tirnspo rt at:i on Center, Vai I , Coloraclo, Pt-AcEM[l{r LocATloIi: Curb & Gutter, North Frontage Road; BATCH TICKET INFOR}/ATION: suPruEa l{cstern Mobi le rilrcl< no. 46 TcKEr r{o. 16s0 MH DrsrcN !lo. class D cu. yD. nME0ArcHED 11:51 A.M. nMElfintvED 12:15 p.M. TluEPlrcED12:30 p.M. FIELD TESTING INFORMATION: TfuE nsr uxol12:40PM spyp t/2 vt. tn com,.rn4.0 ;wEr uNrr tvEc|tr -- JOO SPEGMCAIIO}{S sLUllP tN. A,lR coNrElT Iw rER IDOID AT SIE pcf. sAl/Pll TE {P. 78o ,{tn TEJP.650 tu|. Ro&lnlill cl1lN0ER tNt ORl.r{TloN: lro. oF cnjNDf:ras 4. fij oEH stzE 6t' x 12rr uf crlrNoERs c sT L2245 p.M. w{EnE C.AST On-Site CURING INFORI,TATION: lNlIuL cuRe 0n-site Rn-o sKrrucE F ctunEs cure Box MtN.,/t{Ax. o rE /nuE g urg 8-17-90 oArE srntppg) g_17_90 Br: B. Carr REJ nxs: AGE o,\l1s OAIE IESIID TOT t- r.O D(uls) pl uEtfll 0r'rc[[5)^,lEA(5A, [.r.) covP. sm. (P5D TYT'E OF nucrunE c|,tjNDf'iwuctfr (u.ls) ctuNoen uNtr lYocrfi (r,cf) 7-D 28-D 2B.D 28-D 8-25-.90 9- L3-90 9-15- 90 9-13-90 140.,0.0.0 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 4950 r conical OESrctl SIRF-NGIH 4500 Psl o 26 D,\ts IJIS rY UDcn^roffr FfFsaral|ln rr.f r r{t:fn(r rrif, $1'| ^r{'1r7vr t A{u r/f-I|K)lrs trl{ l:s ol|lurfiSf lro[o SO|rt ltlrollu^llitll oll l||rs llsr Rtl.oflI tuY lf fllfllxl, ur ollltRs. PROGRESS REPOKf: I Sample taken from truck discharge. COptES Michael Rarber Architecturc; Andcrson fi Ilastings; PCL Constrrrction Scrvices; Wcstern Mobile; URS Consultants; It'lr. Cary Murrain; B. Carr T. Laudick FIETI) OOSER/ER APPRO\ED I,Tf a ChcnSNorthcnr,Irrc 'a,R n{ lrglFr .ti 5.1-thl. REPORT OF CONCRETE TEST CYLINDER DATA ^<^uUnA'PR'trcTlt.m.l['|Ts.ll|fFFttr,nc,iltl'!n||Lnot'tls^nf3l'n,mroAsflrr'r.1o|xT|^tF'r('r'IT'(,fo|,ncl,tms.l,|t'A,|ll).|'?^|r*r.(rsl^tTul'{l'i!mr[1.||sl}6o'rrxn,.:|5r'lo|l.'j||i|c^,||''(|ou|lFf't\'f$|ix|:it|G1r,|f'tl'||$o|Jfwf!il|{'A. 4ourunl} unrss (m(t ,flrutEt)alms lnt ,c8t t.o lo tfr Yv|ltll'lc. ^ 6r' '. rr..l iiiil-le,-,o o, Goho.,r.. 166 tL. Cu[llJA a/CO To: T'hr* 0F VAIL JoB No' 4 598 90 DATE: 8-16-90 Attn: Mr. Stan Berrynan DALY REPORT NO. SHEEI 1 OF 2P.O. Box 100 Vail CO 81658-0100 ll.lvolcE No. PROJECT Addition to Vail Transportation Ccnter, Vail, Colorado. PI.ACEMENT LOCAIION: Floor Slab at Colurnns, Level One, Lines 81-82, Grid 8-17.3; I]ATCH TICKET INFORI./^TION: suPruER l,tlestern Mobile rnucK t'ro. 54 ncKEr No. 1645 uu oescN to. B cu. \o, 8 TIME B^TCHEO 9:44 A.M. TIM€ ^RRIVD 1O:OO A.M. NUE PIJACE) 10:10 A.M. FIETD TEST]NG INFORMATIONI ruE TEsr rArGilL0:20AM sr_uup4 3/zlrr. JOo SPECTFTCAIo}IS suup 3-5 rN. arn cotm-rn6.0 : wEr uNfi wocttr -- ruR commn4-8 t wAIEn ADDID Ar sttE sArrPLE TElrP. 70o An TBrP. 600 cor. not4nl15: 8 of 16 ydJ ecl- 5 .llMc crlNDrgs crsT 10:25 A.M. wHmE crsT On-Site cYUNOEti lNFORt"{ nON:llo. oF cylJNo€Rs 4 rrulloE i lirzE 6tr x 12tt CURING INFOR}/AT'ION: tNrtAL cutE 0n_site ROJ) 'ronrcE FrcrrmEs cure Box uN.,/MA(. O TE^UE AT r.A& g_L7_90 OATE sInlPP@ 8-17-90 Dl: B, Carr nIIARK* AGEDl5 0tE TESTE) TOTAI. LO^D(rrs)DI UETUI 0r,rc'tEs) MEA(sa. N.) couP. sln. (PSD TYPE OF NUCTURE c|lNDEN WE'OHT(uts) clruNDER UNIT WEIGIfi(rcf) 7-B 2B-B 28-B 2 8-B 8-25-90 9- L3-90 9- 13-90 9-15-90 108,000- 135, 000 133,000 133, 500 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3820. 4780 47rO 4720 confshear con,/sPlit con./strear con./shear DES'CN STROiCTT 3500 Ps o 26 nr16 rETs trt uoqrlnff |.tftaarDrn. Arrr Dl iatrrao^'cf w|rl rtrt r]tr-f A<'v u€Tlr(xrs llt{nls onlt rnsf }lolfD sor|t lrlroilu lnrl oll lttts llsl fitt'oatt l{ Y u: alrct/|0(t) 0Y ollillts. PROGRESS REPORT: CO'IES Michael Barbcr Architcctut e; Andcrson fi llastings; PCL Construction Services; I\restern Mobile; URS Consultants; lrlr. Cary luturra'i.n; B. Carr T. Laudick NELD OBSEIWER APPRO\ED I,If Chen€Norl.hcrn. lnc ' ,r*drr.n f/|0LEr iril 5.L |!l. REPORT OF CONCRETE TEST CYLINDER DATA ru: TOlrJN OF VAIL JoB No.4 398 90 DATE: 8-16-90 Attn: Mr. Stan Berryman DALy REpORT NO. SHEE1 2 OF 2P.O. Box 100 Vail CO 81658_0100 tNVolcE No. PRGJECT Addition to Vail Trlnsportation Center. Vail, Colorado. PIACEMINT LOC,qTION: Curb & Gutter, North Frontage Road; BATCH TICKLT INFORMATION: suPruEn Western Mobi le Tnuc( No. 46 rrcxcr xo. 1650 MX oEstcN No. Class D cu. n). TIME IIAICIIED L1:51 A.M. nME lnfirr€D 12:15 p.M. TluE Pt/fcED 12:S0 p.M. FIEU) TESNNG INT'ORMATION: fruf resf T xo{12:40PM 51uup !/2 nt. 1n cogron4.0 ; wfr uNr wEG}rI -- pcl. sArrptr reirp. 78o ,rln nirr.65o JO8 SPEClnCAnOlrS SLUMP tN. AJR CONTo.,IT .1 W Tfn ADOED AT sffi (-.{rt. RD,|ARXS: CYUNOER INFORM^TION: lro. oF cruNoc{ts 4 cJur,rocn srzE 6tt x 12 ltME cYllNDEfis c/\sT L2:45 p.M. wHEnE c^sr 0n-Site CURING INFOR}JATION: lHlluL cuRE on-Site REl) sronAcE F cunEs Cure Box MtN./uruc o rEnuE g uur 8-17-90 D rE SIRtppEI) 8-17-90 or: B. Carr nEruRKa AGE tlA\6 oAlE IESTE TUr l. LOD (r.os) DIAUFTF:JI (r|'rclrcs)NlLA(sa. H.) co!P. s]n. (Psr) TYPE OF TIiTflURE CI1-INDFR wElorfi (r,!s) c/uNo€R UNIT TYE}GIIT (Pcf) 7-D 28-D 28-D 28*.D 8-23-90 9- 13-90 9-15-90 9- L5-90 140",00,0 175,000 t77,000 176,000 6.00 6. 00 6.00 6.00 )9, )9, )e )e 28.28 28.28 4950, 6190 6260 6240 tconical conicaL oonical @nicaI oEstctl StROtClH 4500 Psr o?6 o^t.s [St:S lI' L^firrAIOfiY Ffllsat|rln Atrf H rcr.(tl0ArKf Wnrl .A,tl rr,rt Astr, ltnrl|tl lrtrllS OnI.RI'VEC tlolfo :F{f llltom.t^tx)r ott |ls ltsl fitlroRl u Y u' rrt('v[}(D rn ollluls. PRoGRESS REPoRT: sarnple taken frorn truck discharge. CO'IES Michael Rnrb.er Architecture; Andcrson fi llastings; I)CL Construction Serv ices ; Western lvlobile; URS Consultants; IlT. Cary Murrain; B. Carr T. Laudick FIELD OBSERVER APPROVED t.I/ $^gunulFnorcTr'on,f|,Ts'nt(n,nEr,ndFtLw.t.||ln'IY'nT5|mtlmrfllDAlr|fcolf|.t.xIwF'|d'''rrY.ro(rictltxE.}'rDAmr'Fl, lx|.|'t,nF|ir^- mX0.sl^'T||''.rs'm'Et|r'n6o^fn^:rsonl('totc^,||nr4d,snt''onrl56t|t:'t'ctt,f'|,o||4or,'t'x||lnl^'|'l't('\/.4ou|'|Intr u|ltl.5s ollrtr rr r No{l|Ju|os ,rnt ,a,nt t0 to |tr w|l||||rt. a tui.!- .. rrl_@r-r or .mro.b. to.ln No. Cutll} ./0o oChcn*Northcnr,lnc ''-ill? (r!||b'r ...1 S.l-{||l. REPORT OF CONCRETE TEST CYLINDER DATA lslvUnu|Permc'rrmnrlniI(Ft|itr'6o||'1]|.wt.||l|'Folrs[EstmqrnlDA!rfori{x'[W'rtr'ifnrYfr.lrnc|Jl'xF.t'|t'^|mrr|,^'rrr|.T|.lIlrl.rkx..r3rrr.'''t!icnrt|t6l''ltoFtxu,GtsntI|.l.jt!||".|,|D|tr,ol,'titFo.rl'Fnt:it'tv|.'Pf'|t'lr|c,!.:ounl.nD tr{tjg ontlt r|n||qusuns Na rttrltD lo |lt wxttl'lc. ^ ,6t- o, r,r..l iiii-le-., .{ .nhF.rr.. trd r|o, Cutl IJA l/go Tn.'\,. ToltN 0F VAIL Joa No.4 398 90 DATE| 8-17-90 Attn: Mr. Stan Berryrnan D jLy REPORT NO. 5HEEI 1 Of tP.0, Box 100 Vail CO 81658-0100 lNVolCE NO. PROJECI Acldition to Vai1 TransDortation Center. Vai1. Colorado. wallsr Stair No. 10: Footinq, Stair No. 12 and Core: BATCH TICKET INFORITIA'TION: ncxcT t',to, l-659 Mu DEstcN no. AsuPruEI WesteTn l{obi le rnucK Ho. 106 cu. Y0. g nME IrTc,lu) 9:02 A.M.nuE lnRrvtD 9:21 A.l{.I|rE PIJCED 9:30 A.ltl. FIELO ITSNNG INFORMATION; rtUE rESr r Xtx 9:40 AM stuup 4%'N.NR COMTUT 6.4ZVttt UNIT WEclfT 139,6 pcr. Arfl coNTRrT 4- 8I WAIER ADD@ AT srE 5 sAyFLE 11MP. 70o ,rln IolP. 65: Gor. nE ARr(& 16 of 60 ydrJOI SPECtnCAnO]rS suruP 3_5 tN. C'ruNoER INFORMA'nON: llcl. oF G-/UNo[nS 4 cxuttDEH srzE 6fl x 12rl 'lrME cruNoEFS (xsr 9 SS A.M. wHErE c^sr On-Site CURINC INFORI,tATION: ItllluL CURE On-Site RELD slofr/6E F/i6tlmEs Cure Box MN.,/rJNc o rE uE er rrn 8-20-9( Ir rE $Rtppg) 8- 20-90 9t: B . Carr REU RKS AGE tl^!s DATE ]ESIE' T TAL L(uD('is)DIAMEITJI (t'rctrEs)^,ltr(so. rH.) @uP. sTR. (Psl) TYPE OFrn cruRE S-YUNDB WEOHT (rJrs) CTUNDFXuNr v.ocrfr (Pcr) 7g 28A 28R 28R 8-24-90 9- 14-90 9-14-90 9- L4-90 84 ,50.0 1"16,000 115,000 116, 500 6.00 6.00 6.00 6. 00 28,28 28.28 28.28 28.28 2990 4t-1"0 4070 4120 cony'sheal con/split con/shear con,/shear OESrc1I SIR€NGIH 3000 Psr 026 DrE nJns tt tllr(,r^rcfil aftlsatorn. rnf lfl fatrrro rr:r wml rr!'t |: flf aslu irtl|ttm lnr r=l onfintl3c lolED toxf Nr qnatx)lt o ll|l5 lLsI 8tFofl] l{ Y If, mor'lotD rt oll[n3. PROGRESS REPORT: coP,Es xi;::::"T"ll:l.ffiil."cture; PCL Construction Services; Western Mobile; URS Consultants; It'lr - Gary Murrain; B. Carr T. Laudick RELD OBSEFUER APPROVED I}f ' Chen$\orthcr-rr,l ,.cQ'4" ft$$r"' orlc REPORT OF CONCRETE 'TEST CYLINDER DATA '/rn Utlr IntLrd , nn<l &l-ltrt. rv; TgWN OF VAII JOB No.4 398 90 DAIE; 8*21-90 Attn: Mr. Stan Bemyman DALY REpOFrf NO. SHEtrf 1 OF 3P.0. Box 100 Vail C0 81658-0100 lr.fvolcE No. PRGJECI_ Addition to Vaj,1 'fransportatioir Center. Vai1, Colorado, PI.ACEMENI Loc^iloN. Level 4, Floor slab; Lines A to C, Lines 6 to 8; EATCH NCKET INFORI/ATION: suPruER Irlestern Mobile rRrrcK No. 117 ncKE'r No. 1690 Mlx DEstcN uo. C cu, rD. g IME 8ArcHE) 6:5g A.M. nuE lftRt\@ 7:0S A.M. nuE P[,rc@ 7.20 L.M. FIELD TEST1NG INFORMATION: IME lET TA'(T 7 : 28 AIr{ 5LUUP 5 coME fi7,0; wEr uNn woctn140.2 CONTE}.r __ :r WAIER AoD€I) AT sm sALrPLE rEMP. 70o ,un torP. cof . nEr,f^nK* 24 of 126 tN. tN. AJR IJR p<I. l' 600 vd3JOB SPECtF|o{nOtrs sUrUP S_s CYUNOEII INFORIqTNN: Mr. oF clttNoERS 4 rrullDER srzr 6rr x 12rl lrME c/tlNnF.ris oLsr 7:38 A.M.wHEnE cAsI 0n-Site CURING INFORMANON: ll'tllul CURE On-Site RELD sropf6E FlctLmEs Cure Box M1N.,/MA(, o rElnuE er un. 8-22-9C Ir^IE srRlppq) 8-22-90 lrr B . Carr nE {ARK& AGE D^'tE DAIE TESIEI tqlr.L to o (Los) DUgEI€N (nctrf5)AnE ($a. rN.) couP. sr8. (I'sr) TTPE OF FNACruRE CruNDER WFJC1IT(ujs) c-ruNo€R UNJT WI]OfT(rcf) 7A 28R 28A 28A 8-28-90 9-18-90 9-18-90 9-18-90 99,00.0 128,000 126. 000 L31, 000 6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28,28 3s0.0. 4530 4460 4640 coni:c41 con/split shear con/split OESICN SIFfNCII{4500 PSr o26 0)6 lf,sTS Bf tlrxn^rcrr Ffftgrltn. |nl tlt ,att'lDvr:f wnt Arrn rrst ^q! utltnlr lt{ IJS Onl]J'l'tr{ llorfo SOll( llll ol$t^r|oH oll lln5 ltst ldr\ttl u Y lr rncvlxl, rr olln-as. PROGRESS REPORI: Sarnple taken from truck discharge. coP,Es H:';fi :"T'Hl.ffill'"cture ; PCL Construction Services; Westcrn Mobile; URS Consultants; Mr. Ga.ry Murrain; B. Carr T. Laudick RELD OBSEIWT.R APPRO\4:D UY l.t^gunu|''tirrc1rnmdr|tF.It'r'rrt^'rof,l3.|'\'[\l|lIlTv'f'srit3l'ntm]|A!t||f|^o|rDtt{rwfro{'adfr.|,nc|J}nort(r9ltYrvlEIs'cn|,(I||-x).tloFrrm,cisltl'|v('l,|(w('|oounlrr.trrs.*.-iril'ilniorrtioo,;'anwl.|t|t.ll^I'!', 4osF(lnlr ur.t[l! onlftr ||||wrotJ1tNls l,nl ra,rttlo to Dr nHlllt|c. r '-.b- o. t-l ilftf le*^, of co,Doir- r.,'i tlo, 6!tl IJA a/go 'i " ChentfNorthcrn,lnc O 't.relun{ lnf l^dr nn<l J.l-dhl. REPORT OF CONCRETE TEST CYLINDER DATA t!^UUnt{.Fer'r'crrfIocl|fi,'s.]||rn''lEr,0ot|iif|'vf\,lLF0{,ms'r[s|,ir!i?rIDAan|rco'l'txmw.il(xTIt'or{rmc|'[|,ln?}of.rsr^!T|..'.'!!fn'[tJ6t'lfonrXF/4'snf'il(it'|tGA,'Dl'x|ornnrrodr:..rs..iiir]n,iolrmrr.:o|,iw|t|tlf'|A.A!;4olntllt lrf4t.ls ont' ,r|lro(,rofls !r_ r..llttj lo t'| wxrllllc, ^ '-na- .r u.l itrrTlr-. or Go.n..r.. toirr rb. Crrtl tJ r,/0O Tn.rv; TOhIN OF VAIL JOr,l NO.4 S98 90. DATE: 8-21_90 Attn: Mr. Stan Rerryrnan DAILY RIPORT NO. SHEET Z OF s P.O. Box 100 Vail CO 81658-0100 llwolcE No. PRoJEcr Addilion to Vail Transportation Center. Vai1, Colorado. Level 4, Floor S1ab, Lines B to C,Lines 6 to 8; BATCH TICKET NFORI,{ATION: SUPruER Western Mobile n611E1 p. 1705 Mu DEstcN l.lo. C cu. )o. 8 TIUE .lfiRfvtD 9 : 05 A.M.TluE PrJCs) 9:,23 A.M.TIME BATCHED TRrcK NO. 8:55 A.M. 27 FIELD TEST1NG INFORMATTON: TltlE TET r r(fl 9 : 30AM swup4 3/ 4n. JOB SPEclnCAnOlts SLUUp 3_5 tN. N. 8 AIR AtR comrn6.8: wrr uNn wuctn 140.6 CONTEI.|T -- 'r WATE ADD@ Al Sm sAlpg IEgp. 7lo,rrn rOrp. cof. Rs/ nt(s I20 of 126 600 vd3 CYUNDER INFORI/ATION: rro. oF c'yuxDcns 4 c,YtD{oFR sfzE 6tt x lztl lruE cTUNDFRS cr-sr 9 : 36 A.M .\{HERE c^sr on-Site CURING INFORIvIAIION: tNflul cune on-Site RE_D sron^GE FlcttmEs Cure Box Mtn./rra<. oArEnuE Ar u& 8-22-9( oAlE SIRfPPED 8-22-90 1yt: B. Carr nE TARK* ACE O,\Y€ 0lE IES'IEI rm L toD (t.os) lrt uEtE l (rllcttEs)lnF(sq. rN.) @uP. srn.('5t) TYPE OF FRTSTRE CYTJNDB wEtolfI(us) CrlJNo€R UNTT WECI{I (Pcf) 7B 288 288 288 8-28-90 9-18-90 9-18-90 9-18-90 99,5"0.0 132,000 132,000 131,000 6.00 6. 00 6.00 6. 00 28,28 28.28 28.28 28.28 3520 4670 4670 4640 cOnic4L conical cpnical conical DEsIGN STR€}I6IH 4500 Pst o 20 orls lfs1s rt l^lnUroFl Ffranrltln. ,rf t|l fat(xltr^,lcf, wtnl At'Fl r]fill anu lt-lllorrii |tr{ rst onlfnfiS€ }ftllto sovt ttllofirt^lloft oll ll1(; llsr tn|'ofir rl Y t[ lrtwu(t rY onltFs. PROGRESS REPORT: Sample taken frorn truck punper in use. .norr.c Michael Barber Architecture; Anderson & Hastings; PCL Construction Services; l{estern Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FIELD OBSE I/ER APPRO\ED W '' Chcn{rNorLhenr,lnc {D ',rntunt t gL|6. ..d 5.1-iht. REPORT OF CONCRETE TEST CYLINDER DATA ^slr,UnW'naF,G1n.rDdr!T1n(n'i,c^'|od,ts't.!T:!.,ltF'Tr'[5^msiDaEilr'A!l||ll'rfrD|'tq,rff'lnYfrG,rcllt.l,!D'r'for$^n''|'5.o|'|Gtl,5x'|to'|rxT'uGrs'lou(nnl.wro|'rr"u*^r'*"tni..ri''iiiiln,inlriiorr.o-oult|N||l|pf&49vl.tLllo t tnull on|t.i ,rMNotl DnS rnf, A:mfo m [l wliltlllc, I Dnn- o. rl.l i-fifJ'l c.-t or Go.nro'rt. aca r.., cr.tt tJA a^o To: TowN Attn: P.0. Vai I PROJECT OF '/AI]LMr. Stan Berrynan Box 100 c0 81658-0100 Addition to Vail Transportation Center. JOO No.4 398 90 DAILY REPORT NO. INVOICE NO. Vai. I, Colotado. DATE! B-Zt-.90 SHEET 3 OF PLACEMENT LOCATION: Wall, Level 4, Bearn, Lines 82 -. 8; Footing and Wa1l, Stair No. 10; Stair No. 12: BATCH TICKLT INFORITATION: SUPruER Western Mobi Le NUE II^TCHE) Tnt cK No. 9:31 A.M. ncxEr No. 1.708 MX DESIGN M). A CU. \O. nME RR,!6) 9:46 A.M. llME PIJGED 9:58 A.M. 46 RELD TEST1NG IN':O'IMATIONT lluE TEsr r xor10:05Alvt sluup 3k N. ^rn coNrE{T6. 2 : wEr uNrT wEr$tr 140.8pct. s I/PLE ll.JtP. 72o AJR rE},.P. 650 JOtt SPEClnCAnOl|S SLUltp?_q lN. A,R goNIE,1I4 _ R I WAIEI IDD@ AT SIIE a hl RnrA&(* cluNoER INFORMA-tto|\t: NO. OF CT1JNOERS nuE c|lJllDERs c.lsr 10:15 A.M.n,IIDER srzE 6rr x 12tt wHglE c^sr On-Site CURING INFORI/ATION: lNtlUL CURE On-Site Rg-O 51OTUGE Fr6ltmEs Cure Box MN.,/y 6. o/\TEnUE ,rr UU 8-22-90 rArE srnfppol 8-22-90 Fr: B. Carr Rotln,(s: AGE 0A)€ OAIE lESIE Tgt L toD(rrs) Dl^!ETEII (r'r$rEs)NIF.{(sa. N,) couP, fln. (Psu TY?E OF frugrunE C'UNOER wEtc+tT (LrJs) CruNDEN uNIr v/Doff (Pcn 6C 7C 2Bc 28c 28C 8-.27-90 8-28-90 9-18-90 9-18-90 9- 18-90 82r000. 87,500 115,000 115,000 Ll,3,000 6.00 6.00 6 .00 6. 00 6.00 28,28 28.28 28.28 28.28 28.28 29,00 5100" 4070 4070 4000 canfshear coni':ca 1 con/strear conlshear oon,/shear DESIG1I SIR€NdIH 3000 Psl o2o 0A\€ IESI: ttt l,Oflt^tofft rfRgrFl|ln. ,nr ltl Arxrxto^l|:f rmt APF| rf{lf Anu !tt|n'O:i tlll Cli On|t'FlrEt tlolfo 50lE tlforu on oll tllt5 tlgt Rttlfll uAY lf Fnwlou, rr on|tns' PROGRESS REPORI: Sarnple taken frorn truck discharge. coP,Es H:::::,';'ffi:.iil:i'"cture ; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick RELD OBSEfiVER APPROVED TY ChcnBNorthenr,Inc O ^rqZbStttf,:"' ','alun{ l^gli.i. nnd l6l-tu,tl. REPORT OF CONCRETE TEST CYLINDER DATA l!l,!mu|.m.mcItodr'fs'l||(n[rE^,|oo|,it'|.vf.Alro<''rrslmslmr{nlDAsnrrot'1f'(l'|TW--Jr'rFfnr'ol(r,nCt|l}'rs.,nr,.lml,^'| 'b'{(rn.F!|l''s"D|'|ctl,l'('r6onrXlFA;ts.'|o|lo.tFlG^,|l'|t,llouaerro,rri..n.'iiiiirr,i'lirtiori'orrq'x||'llt&.,outtf-rD t,'.tt,ss (m|tl flflAlrqvt'fls ,x[ ,crr fD lo ll wRr|llrc. ^ l*ri- ., u.. I f f f fTl e'*- .r c6ro.r.. tr.n rrr. Cr|[l lJ a/CO le: TOI{N OF VAIL JOIJ NO.4 398 90, DATE: 8-22-90 Attn: Mr:. Stan Berryman DALY REpot{T No. SHEEr I oF -1P.O. Box 100 Vail CO 81658-0100 lNVolcE No. llg9EcT Addition to vail Trirnsportation Center, vai1., Colorado. PIACEMENT LOCA1ION: Level. 5, Floor Slab for Tenant Space,Lines' M,4 to B,11-15: &\TCH TICKET INFOR',IATION: SUPruER Western Mobile NME BArcHED lnuc|( No. 54 6:36 A.M. ncKEr r€. 1720 nue ARRI\ED 6:51 Lightweight Mrx DES|CN lro. D CU. rO, 8 A.M. 'llME Pt/cE) 7:L0 A.M. FIELD TESNNG INFORMATION: IruE TEsr TA{EN /;lQ Al,l 5Luup6 3/4N, JOo SPEE|nC nONS st-uup 5-5 rx. AIR coNIElIr 5.5:wEr uN'I wEcllT115.9 PGt. NR covrEtr 4-Srwerrn AoDID AT srE 1'2 sArrPLE IEMP. 71o Aln rElP. 560 cor. R6$nK3 8 at 40. Yd5 CYUNDER INFOR}/ATION: IK'. OF CYIJNDERS 4 'lrMr cruNoEFs crsT 7;28 k.M. wHEnE c^sr On-SitecnflfDEn stzE 6tt x \2tl CURINC INFORIV{ATION: lNnuL cuRe On-Site REt g111fiA6E F,fcttmEs Cure Box M1N./M[\, 6AIE/T;ME AI u& 8-25-90 nAlE STRrpp@ 8-23-90 Br: B. Carr no,unKs ACE DATS 0 'tE TESIED TqTAL LO,qD (r.Bs) DI I,I E'TEN (rrlclrEs)^,lr/\(sa. rN.) @uP, sTn. (Psr) TYPE OF FIIACTURE CruNOFR WE|OHT(urs) 6T1JND6 uNtr w€]afi (Pcfl 7 28 28 28 8- 29-90_ 9---19--90 9=19-90 9-19-90 57,000 90,000 89,000 89,000 6. 00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 2020 3190 3150 3150 con/strear con/shear con./shear conical OES'CN STRE}IGTH 300.0 Psl o 20 o tr IEnl AY t,I'orAntfltr 'rftl5.'|rrn. |,f tt aar,o.lllrrf, wml r,'fi r:a^f att! utJrl'r's l"tlfss onmlE]E tlorfD g)rf lNtltor tbtt otl lltts ttst lltl'o{tr r|^Y |f PllovltxJt Iw olllt'ts' PROGRESS REPORT: Sample taken fron pump hose; ,.norr-a Michael Barber Architecturc; Anderson 6 ltastings; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick NELD OISSEfUER APPRO\GD W Chcn€Nortltcrtt,lrtc O O ..E,un?,,gr',,.ds.,,r,h,. ..lu ^cQ?O , REPORT OF coNcRETE TEST CYLINDER DATA S""' TOWN OF VAIL JO0 NO.4 398 90 p415; 8-23-90 Attn: Mr. Stan Berryman DAtLy REpORT NO. SHEE1I OFl P.0. Box 100 Vail C0 81658_0100 tlwolcE No. PR0JECT Arldi.tion to Vail Transportation Center. Vail, Col.orado. PTACEMENT LOCAIION: Level 4, Level 3, Bean, Line Bf frorn Bearn, South of Line Lines Lf to -L5; A at Line 1; BATCH NCKET INFORI'ATION: SUPruER Western Mobile 54 ncKET No. 1765 Mu DEstcN r.ro. A cu. ro. 8 nuE ARRI!'O 2:20 P.M. TluE Pl,rcED 2:25 P.M. rnuq( No. 2:06 P.M.IIIIE IIATCHE} FIELD IESTING INFORMATION: rlUE TEsr T,rxEN 2:35 PMsr-uups 5,/4rq. JOII SP€ClnCAnOltS sglup g_ 5 tN. ^tR coNrErrs. S : wEr uNrr wpcm 139. B AR CoNTOfi 4-B I wArER ADDED AT sm s sPlI 'lEl,lP. 70o ln rnrp. 70o tkl. RoI{Rt(s tC st ZC yd3 Pc{. 4 CYUNOER INFORITIATION: NO. OF CIUNOETTS q wHstE c^sr On-Sitec;rtlHDER :irzE 6rr x 1'rrr IME cjruNDgts c^sr 2:45 P.M. CURING INFORITATION: lNltUL CURE On-Site RELD fitfllcE r1ctunEs Cure Box MN./l{ x. a rErnuE Ar p[Ir 8-24-90 nArE srpppg1 8-24-90 sy: B. Carr Ran RK& AGE 0\16 rl^IE IES'IE' TSIAL IOAD (LDs) DUneTEn 0r{qrEs)^,rEA(5A. rN.) couP. sTn. (Pst) TYPE OF fIIACTURE c't4.lNDFn WE'OIJT (urs) GTUNDFX UNTT WECTfI (Pcn A 7 28 28 28 8-27 -90 8-30-90 9-20-90 9-20-90 9-20-90 88,0O0 95,000" L24,000 t-28, 000 1"26,000 6. 00 6. 00 6.00 6. 00 6.00 28.28 28.28 28.28 28.28 2828 3120 3560 4390 4530 4460 con/shear con/sp1i't shear con/split con,/split oEstclt srRfNGtH 3000 Psl 026 D )€ fE|:! W l]rDmNOR! ifFsrtrln. ^Af |tl far.t1.ll]|,r;f, wml ,,]tFl l:rnf Altu lf'll(Xti l'xl tSS On|tn'ntc lOlI! 30||f lllloftu llofl oll 1116 llsr fif,mfir M Y tx- Fno,/lllcD ttY onftfi]' Samole taken fron truck di s charge . coPrEs xffilil:"T'ffil.lllli.""*""' PCL ConstTlrction Serviccs; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T, Laudick RELD OT]SE}IYER APPRO\ED TY f3^qmu|.FfctT-G't||'Dn['IT5"Tr|tPtliE[rDfn3t|.w:t'|tfFrTrfrs^'|cs|nVnrDAsn|rfD''Ixrnr|.-l'|o.'f'tTYofol,nctJtr'i|,to||m^mi|nnlrs'^tI|r'(!.o|l|6lr|n.6oFrxliA':'slnouni.w|D|||.tour*rrorir.s..ri'iiittn,irrrrolntouru.nD u|lr5t (m|rt| mfi ,rotlJrrns rtrt railr:D ro ul wllllllf:. | .16.- .. u-l iftfl-le'-t .. co.,'o..t. rori t i. Clrtl tJ 2ll0o Chcn*Northcnr, lnc '/'r*rtu.t lr9l,r*i n.xt S.l-U.|. REPORT OF CONCRETE TEST CYLINDER DATA IstUUnul'Fi'tIGIr,{ton[[':l.n|fnriEr,lod|F3f|.vl\.||LnoYItTsr'ts|'nrm'oAtn|rro|'l'xxtu|.'r'mf''rTY0fdmcl'tns',t||'xmll{lnA|rrt o. Fr rflttrt crn{lt t:irt6 oF rxti^a:ls tlou.4 FtGID[n cq|,runl| ur.t!53 on|l-| fa||^trq)rltrr Anr. rarltto Io pl wl{ln|(;. ^ h-nt.. o, lrl if trTl e'",. .r Go.nD..!r.. rim rh. Cr.tllg a/go To: Tg111N 0F vArL JoD No.4 ig8 90 p41g; 8-23-90 Attn: Mr. Stan Berrynan DALy REpORT NO. SHEE1I OF 1P.0. Box 100 VaiL CO 81 658_0100 lNVolcE No. PRorEcr Addition to Vail Transportation Center, Vai1, Colorado, PI-ACEMENT LOCATION: Level 4, Beam-, Level. 3, Beam, from Lines J-1 to 15; Line A at Line 1; Line 81 Eouth of BATCH TICKET INFORI/ATION: SUPruER WesteTn Mobi 1e 54 ncKEr No, 1765 Mu DEstGN llo. A cu, rc. 8 nME ARRIVED 2:2O P.M.TluE Pf.,fcED 2225 P .M.IIME IATCHED lRucl< HO. 2:06 P.M. RELD ]ESIING INFORMATION: ruE rrsr rA(or 2 :55 PMsr-uup3 3/4rH. Joo SP€C|F|CAIIO}'|3 sluup g_ 5 tN. NR Corrl$fis.8;wEr UNn WECffi139.8 AlR coMIEIr 4- 8 .T WATUT lO0@ AT sm sarPE rEuP. 70oetn rorp. 70o cor, RoI RK* 16 of 23 vd3 pc{. 4 CYUNDETI INFORNIATION: N(r, oF c.YuND€ns 5 rruHDfR !;tzE 6tt x l2tl lluE crtullDgps c^sr 2 : 45 P .M. wucnE crsr On-Si te CURING INFORI.{ATION: HrIuL CURt On-S j.te RAD sToRrcE F,r€tUnEs Cure Box MtN.,/t/,\x. 0 IE /nuE er ura g-24-90 Ir lE slnlppm 8-24-90 gy: B. Carr REu RK& ACE o\\ls IAIE ICSTE' T TAL LOAD(rrs)DTAMEIEN (0.lc1rEs)AnE(so. rN.) c!uP, sln, (PSD TYI'E OF fnirCIURE C'UNDB WE'cl{T (r.Bs) CftIND€R UN]r WE}CIIT (Pcn L 28 28 28 8-27-90 8- 30-90 9-20-90 9-20-90 9-20-90 88 ,0.00 95,0.00. 6.00 6. 00 6.00 6. 00 6.00 28.28 28.28 28.28 28.28 28 -28 3120. 3360 con/shear con/spli't OESICII SIRINGIH rrsl o 26 0A\63000 rE :s ot t^t GAfofiY rf8satoln !|l raftrtfi/vr:f finl .^f.'t f}ll f anu l/nlnm lrrll f,ss on[.Rtltif lloftI, sot|f lM()|r|l r|or ('l ll[r ltsr tttFo|rl u Y tf moglx-D ltr otlltRs. PROGRESS REPORTI Samp 1e taken from truck discharge. coPrEs xil:il:',';'H:.iilll'"ctufe ; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick RELD OI}SEFVER EPPRO\ED FY Chen*Norttrcnr,In. O ' .'Etu|vt lrOLh.r .nd scl-tht. ^ "rg$^c??e* REPORT OF CONCRETE TEST CYLINDER DATA 'SP"' ts^Uunw.FFdfcrrrr0.l|f[r:Lnltn[Euo|l|it'Lvn.ttLBrIt!xtTrr'f3t,rMTr'nA'ntFco|'lft|t.iwlnf'rrrY('.xnct[rElt|o.1.|-!!',|i.'flrsrArTv',.'s'ol}|c|,'irtE.r*frr'|cls''ll)i..'lFtGU'|)EI|on"rr.o'irs.ri..iiiimoirr.orrr:ouif|lLl| 40unr rjt urrtrSi:l (mlft rflflrxotJrons Ant aa{tto lo lll w nll6. ^ i6r'-, !, l'.1 iltrr I c.-. .r ."-rd,b. lani rr'a CItllJA l./CO T'I.lo: To|tlN oF vAIt, JOB NO.4 398 90 941g; 8-24-90 nttn: Mr, Stan Berrynan DAtLy REPORT NO. SHEEr -1 OF sP.O. Box 100 Vail CO 81658-0100 ll'lvolcE No. PRqrEcT Addition to Vail Transportation Center, Vai1, Colorado. PLACEMENT LOCAIION: SJ.ab=on-Grade, Leyel One, Lines.A to B, Llnes 56 to 39i BATCH TICKET INFORI{A]ION: sUPruER Western l''lobi 1e muq( tlo, 100 nuE MrcHE) 3:56 A.M. ncKEr No. 1772 ^lu DEsrcN rlo. B cu. n). 8 nuE AnRwED 4:12 4.g. IluE Pl',^cE 4:40 4.y, FIEI.O TESNNG INFORMATION: llllE TEsr T/rXEll 4:50 A[,] sLUuP 4L lln @NrElrT 1.S: wEr uNtr wEclfr L44.O ea. sArPlI TElrP. 70o ln rErP.4ooF.lN. tN.JOo SPEGtnCAnOl.s 5LUUP 3-5 AJR CONTS{T -- I WAIEn loDg) AI srE 8 Gdt. Rtl{ RX& 24 of 190 vdr l1Mr C-'I'NOERS g\57 4 :58 CYUNOER INFORMATION: ro. oF cyuHoERs 4 r,nJxDER stz[ 6tr x l2rl CURING INFORIVI.ATION: IHIIUL CURE On-Site RO.o sKtRrcE FlcrtmEs Cure Box MN,/MN(. o rEnuE AI t,^s. g-25-90 uArE SIRIPPtD 8-25-90 rr: B' carr REM RXa CE DAYS OATE ]E''TD 10T^! LOAD(us)DUTEIER (rftctrLs)^,lFA(sa. N.) couP. sTn. (PsD TYPE OF FIIrcTURE CruNDA WEloHT(t s) C'ILIND€R UN'T WEGIII(rcn 7g 28R 28A 28R 8-31-90 9-21- 90 9-27-90 9-21-90 -125,0.00" 144 | 000 146,00o 1"45,000 6. 00 6. 00 6.00 6.00 28.28 28,28 28.28 )a )R 4420. st 00 5170 5130 con/shear con/shear con,/shear con/shear 350.0 Psl o 20 D^EOESICN SIR€ CTH 'ETS Ut rr|I}ql^rOnY rfFs.tDlfi. rtlt |rl /'/_rr'lroAtt:f, r'mt Art'lr: flf, A<tu l,rFrnos Inll]ls on|t.FtfE( t|olfo sort lfltQ|ruallotl oll lllls tLsI f,trto{tl t4 Y rf PnwlDu) ln olllurs. PRoGRESS REPoRT: sample taken from t'rckrpump in use; CO'IES Michacl Barber Architectun'e; Anderson I l{astings; PCL Construction Services; Western lvlobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick RELD OI]SEfTVER APPRO\GD S' Chen$Northcnr,lnc O o '.r|. tlt trgrm n..l S.t-lr.l. REPORT OF CONCRETE TEST CYLINDER DATA ts^|,ult|,|.miI'cTt'|rDd[t|T:(I'[n'[E[0(t|it't.\l's.,tlnfTl'lTs'rfSt|mtntDAtl||l.o|fl1xllt^|..'!lo.}r'ilY('rf|(, '||''.ornAwu',|lt....|ctItll'6o'|fxTnA;Tsmo||(n4.:^,'o||nor'"tro<rj.-ri''ii.;'txtip}rr.orr,c-or,ntYxn|t)l^'|Ft&qoult Lnn ur{tsll on|{,l lx^|r{|t}rtxls ,rr|( ,.Gatlo lo |r| rwtnlc. ^ 6l-' .. rr-liffir'-- r Go,rF.,r- h'rr rh, Cr.tl IJA a/eo To: TgwN oF vArL JoB No.4 i98 90 untE: 8-24-90 Attn: Mr. Stan Berrynan DAtLy REPORT NO. SHEEr 2 0F sP.O. Box 100 Vail. CO 81658_0100 tNVolcE No. PRqlEcr Adclition to Vait Transportation Center. Vai1, Colorado. PI.ACEMENT LOCAIION: Sl.abron-Grade, Level One, Lines B to 89, Llnes 36 to 39; rnucK No. 119 &\TCH TICKET INFORIIATION: suPruER Western Mobile ncKEI rc. 1784 Mrx DEsrcN r.ro. B cu. )o. 8 nuE n TctfE) 6:22 A.M-nlrE ARRIIED 6:52 A.M.lluE Pr,AcED 7:10 A.M. FIELD TEST]NC INFORMATION: TIME TEsr TA(Or 7:15 AM 5LUUP 5k tN.AIR @NrENr -.-. ; WEr UNr wEcln 742.3 d. AR coMror -- 'r w^lEl ADDEI) AT stTE 5 sAnPr.E rErP. 72o nn mlp. 459 cot. nD ARt(s: 120 of J.90 ydJJO0 SPfCtnCAnOl|s sruup 3-5 rx. C\tJNOER INFORMATION:r€. oF cruNo€Rs 4 Tru DER srzE 6tt I 1 lrl .IIME C|TINDERS C/\ST 7:25 A.M- wHrxE c'rsr On-Site CURING INFORMATION: lNlIuL cuRE on-site RaD glo&r/cE Frctun6 cure Box MN.,/I{N(. 0 TElnuE ,u r.,,rs.8-25-90 olE SIRIPPS) g-25-90 llYr B. Carr RanARK* AGEo1€OATE IESIE IOIAL LOAD (Los) DIA'IETEN (rr.rclrE) .ANEA (sa. lN.) @uP. sIR. 0'sl) TYPE OF TII/CTUBE CYUNOER lv€rolrT(uls) C1TJND(x uNn Yioor (Pcn 7R 288 288 288 8-.3-1-9.0 9-21=9.0 9_=21-90, 9-21-9,0" 117,0.0"0. 133,000 132, ooo 129,000 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 4140.- 47LO 4670 451-0 conlshear con/split con/stpar shear OFSIG1I SIRENCIH 3500 P$ ozo D{ts rEnt B. utroRArcrt trfisallllrt, lF |ll r(tfrlo rlcE rtnl rrrft l)rrf asTlt leTlklft6 lrllt clt on|fitYse t|o|Ilr soL€ lNtomr nox oll IttE ltsl tttFofil u Y nc FtlrwII]tj' uf orlLtrs' PROGRESS REPORT: CO'IES Michael Barber Architecture; Anderson I llastings; PCL Constmction Services; Western Mobil.e; URS Consultants; Mr. Gary Murrain; B. Car:r T. Laudick RELD OBSEfTtiER APPRO\ED tJY Chcn€Northcrn,lnc O 'n.Etu^t htlFr ..xl tci-lhk REPORT OF CONCRETE TEST CYLINDER DATA ls^uut|w.fooI'cTnron[r0:iTrtfPlnEp['tx,ts'|.\,f:t'||!FfTr'Trs|m$''F{t'|IoAsll|trp|no|}.Tt^l-jlloPl'rTY('o(,Bc|,tmil,lomrl^||vll,.l'st|'r,.r:lo.||Q|jErr$on'xr'A:'!'nov(np|or,rD[|o.r""r"-'i.j.n'.iiiii.irlid}riirirri-ouqr||||Iol^'P{,4or,furl, ur{us oni[t alrl axf,rauns xrf A4{tlo m Il irrllltlc. A r,1v o1 u-l llirllc.-e or c...ro.,.. rcJri rro. Cr|tlll a/eo TOWN OF VAIL Attn: Mr. Stan Berryman P.0. Box 100 VaiL C0 816s8-0100 qRGTECT Addition to Vail. Transportation JOB NO.4 398 90 DAILY REPOKT NO. lrwolcE No. Vait, Colorado. DATE: 8-24-90 5HEET 3 OF Center . PT^CEMENT LOCEilON.Arch Wall, LeveI 2 to 3,Stair No. 11; BATCH TICKEI INFORI'/6[ON: SUPruER Western Mobi le ruE n^rcHq) ]nucK No. 44 10;00 A.lt{. ICKET NO. 17 9.6, MtX DESTGN fro. A CU. rO. 8 Tr,,rE lffRtvED 10 : 24 A r M , Tl,rE Pt/tcut 10 15 0. A.M . FIEU) TESTING INFORMATION: nME IEST Trr(6111 i05AI\/I SLUUpS 3,/4t. Jotl SPECIFICATIOI|S StUUPg_5 tN. NR CoMEr6.2:wEr uNn lr,Eclr142.0 An coNrO{I 4-g TWAIEn ADDID AT srIE pcf. sAr,rPLE rwP. 71o lR tErP. 70o s tut nof{q. 16 sf_jq_-yds_ CYUNDER INFORII.{ATION: 'IO. OF C'UNDERS 4 ri/utrDE r slzn 6fr x 12tt ME cruNDERS CAST CURING INFORI,IATION: lNttUL CURE On-Site RA! srctRAcE F ctlmEs Cure Box MtN.,/r141. 0 rEnuE ,rf r rrr, 8-25-90 o rE srnFps) 8-25-90 trr: B. Carr nDr^RK* AGE nAlS OAIE IESTE) TSTAL LOAD(rrs)DITMETIN (r'rclftjs)NlEA(sa. rN.) @uP. sTR. (,5t) T/PE OF FIIACTURE CYLINOER wflcl.lT (tlrs) 6r1JNO€RuNr wEcrfi(Pct 7c 28C 2K 2W 8-31-90 9- 21- 90 9= 21-90 9-21-90 ffl ,000. 1-25, 000 I22,000 122, 000 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3930 4420 4320 4320 con/shear con/split con/strear con/shear PSlo26 IIAI:OEN STRENGI}I 5000 1IsI5 rt u&tr llxry rf ts(tDln. Arf Dr |.xi'ntw&f wrnl rrrPl r.!r f aslv !f lttott' lttll 15 onlt.ir'rEf llolfo sorlf Bltr)'ua l$x o|l ltt6 llsr m,.ont 14 Y tf Pn(MDTD uY onlles' Sanple taken from truck - pump in use; coPrEs xil::::,T"lll.llili.."."""' PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FIELD OBSERVER APPRO\ED 8T i " Chen€Northenr,lnc O '..n|trr|{ lreL|*t nt{ ldtnh|. REPORT OF CONCRETE TEST CYLINDER DATA l3^Uun!t'Fed'JrxrocrrNG.n|(Ftt|..E^tloo{|is'|.\,n!.A|"IrF''rr5|,{stmrrf'',All|rrorn0f)flw.j'r'!lnTr(rd,[c|,txTl|,lr'f|{rs1^FI'xt!.l'trE||iir'6oRrrn,^.;l3rn.[|('t|,tG^,|I'|,l,orlnruo,rrj'.n'.iir...iid}tlidle 4ourtln.D urtult oDrtt t,|fu|roalftlls |,rf x;Rt t-o lo ltr snlllllc. r Fr$- .. rrljfff f le'.t 'r .o.rrr..!.- r.nn ||. Cuel IJA a/9O To: TolN Attn: P.0. Vail PRG.lECT OF VAIL Mr. Stan Berrynan Box 100c0 816s8-0100 Additlon to Vail Transportation Centcr. JOB NO.4 398 90. DAILY REPOT{T NO. INVOICE NO. Vail, Colorado. DATE: 8-25-90 SHEET OF 59, Lines B to 89; PIACEMENI LOCATION:Level 2, New Stmcture, Floor S1ab,Lines 36 to TnucK No. 1"00 lcKrr l.lo. .1804 Mx DErcN Ml. C cu. Y0. 8 BATCH TICKEI INFORIvIATION: suPruEX Wes tern Mobi le IIME IAICHED 4:50 A"M.nue /^ant!tn 5 : 05 A.M.trxE PrrcE) 5:20 A.M. FIEIJ TESTING INFORMATION: IME rEsr TA,(ot 5 :50AI\4 SLUMP 5 tN. tN. Arn colmll[6.0 : wEr uNIr wEclr 1.40.0 pcf. sArPLE rgrp. 70o An rDIP'4oo JOo SPECIF|CAT|OIIS sujuPl_q Arn coNTD'r4_ I r WATER ADDu) lI srE 16rrol. noAnxs. 16 0f 120 .,rd.r CruNOER INFORMATION: 1|(l. OF CTUNOEIIS 4 r,Yl.,l'lool srzE (rrr x 12rr .IIMT CIUNDERS G(ST 5140 A.M. wlrstE GAsr On-Site CURINC INFORI"IAIION: lltttul cuRE On-Site RE11 srorir6E FrctunEs Cure Box MrN./M X. o rEnuE 11 pq8-27-90 oIE stRfPPs) 8-27-90 ttY: B. Carr RET|^RK& ACE oAls DAIE rEstE) TSTAL LOAD(lrs)DUrr:tul (rf.rcltrS)AIIEA (sa. rN.) c!vP. sln. (Psr) TYPE OFfn cruRE CI1-'NDER wElcr{t (urs) CfUNDER UNlr WE)GI{T (Pcf) 7t 28A 28A 28A 9-1-90 9-22-90 9-22,90 9-?2-90 125 r 000" 151, 000 154, 000 153.500 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 4420. 5340 5450 5430 con,/sp1i"L con,/shear con/split con/split DESIGN STROIGIH 4500 Pst o 20 orvs II5n3o'urgr^IofYmns.tnm.^a'D|A'I'lD^l|.f,lv'n|^,rflla|rtrA<n|uf.l'r'''st,|||tfson|L8lns€}|.o|fD30llf lllt()lr AtK)lr oll ll|rt lfsf trtlwtl r{ Y t[ PnoYlD(D ItY Olllfjls' PROGRESS REPORT:Sample taken from tnrck, PumP in us:e; coP,Es xi::::l"T.ffi.ffi:l."cture ; PCl, Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T' Laudick RELD OBsER1/ER APPRO\ED r/ ChcndlNorthcnr,Inc ' ,rE lurq t gkw. .nd 5c1' Ll. REPORT OF CONCRETE TEST CYLINDER DATA lsA.,tmu|.FeflcrtxDnF{Tl'IxtP|li|El)|od|l*f|.v-t,t[FrIr'f:r![sln$TrlnAs!l|r.4|'|ott.|tw.'f|t(f.rnr'(?|o.rst^lE.r''.,r'{!|tEr'.F|mrxF..:ts.'|.'v.'tF1i:^,ro[norrnrrroils'rj.ii:,in,i'dilr.r,.'*o,itwR|||t| aout\trttr ur|tlJs ('ll|tt {rR t€ttrofis lnt. lcntl.D ro |rl tHoutc. ^ Ei.-. '. rrli'iiil-lo-,o or cornrqrr.. r6rn 15. CsallJA r/0O To: T'wN 0F VAIL JoB No.4 398 90 DATE: 8-25-90 'Attn: Mr. Stan Berrynan DA,Ly REpOff NO. SHEEI 2 OF 2P.0, Box 100 Vail CO 81658-0100 llwolcE No. qRoEcr Addition to Vail Transportation Center. Vail, Colorado, PI-ACEMENT LOCATION: Leyel 2, New Stnrcturer Floof Slah,Lines B. to B9-, Lines'36 to 59; BATCH TICKET NFORIiTATION: SUPruER Western Mobi le In|.,cK No. 726 nuE nTcHED 7:1,7 A.M. ICXEr No. 181.6 MrX DEsrcN NO. C CU. \O, 8 nME ^RRrvtD 7;35 A.M. ryif-,-giaa-a-.u= FIELD TESNNG NFORI,IATION: IIUE TEST IrXt}{ B: 10 AM SLUUP 5 .roB SPEC|nCAnONS AjR coMrE}Ir 6.0: wEr uMr wEc]n 140.0 pct. ArR CoNTENT 4-SIW IER lDDq) AT sm 14 sAJTPLE rEltP. 70o AJR rElPSgo _ rhr. REr Rt<e 104 of 120 ydrsl.lJuP 3-5 tN. tN. CYUNOER INFORI,,{ATION: M). oF GYUNDERS 4 c,^Yt,fiDE r stzr: 6rr x l2rl IIME CYIJNDERS C^.ST A.M. WHERE c,sr on-Sitc8i20 CURINC INFORMTION: lNlIuL cuRe 0n-Site nE-D srofircE F ctLmEs Cure Box M;N./M x. o rElnug 11 r.o. 8-27-90 o rE srn|FpE) 8-27-90 rry: B. Carr Ror^flx& AGE 0A13 IIAIE IESIE' T TAL LOAD(t8s) I'I,l\UEIfJI (rNqrEs)AIIFA(sa. H.) @uP. sTR. (Psr) TYPE OF nucruRE CruNDER WE'CHT (rJrs) C/UNOER UNIT Y/€)GIII (Pcf) 7B 288 288 288 9-.1-90 9-,22-90 9-22=90. 9-22-90 108,0.0.0. 139,500 l_43, 000 142,500 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3824 4940 5060 5040 confshear con/shear con/split con/split DES'GH sTR€NGTI]4500 PSIo2d D \6 IEI5, tty Lrlgt^Tofiy rltF!fiarrrl ^Irf Dt LJ.ilno tr:f rntt At|l117\,tr Aflu rrf-lllolt'i trtlt ff,s on|tiTBf, tlolfo 5ol1t [lltloal|orl oll rllt5 ltsT tltltofll UAY lt rtl('vltxr llY ollll-Rs' Sanple taken hose discharge, Funp in use;PROGRESS REPORT:At coP,Es xil:l::"T.Hl.iilll'"ctuae ; PCL Construction Services; Western l'{obile; URS Consultants; Irlr. Gary l''lurrain; B. Carr T. Laudick RELD OI'SE}TVEIT APPROIED TT ChcnONorthcnr,Inc.' .'|-rn q lrigLF3r ndl gcl-{r.t. REPORT OF CONCRETE TEST CYLINDER DATA ts^gunutEro[crrHroq[xTtrrtfrr,nE[Dd|i<l|,w.l.|l!af'Y'|tTt,ntstDr.|TltoAslltf..r'D|xtwFrd'ffTYorG,nq,txrs.l'|Iml^ln| '('x|rnrtTu''l|tic,'n|'!l'6ondlntismovdti.1c!ro[ooU|li|'tt,'lts|sntitlvtor'rlortcoUatxl||t'lrlrFA.6l5{our!,t.nt, ur4t-s5 ollr(i }Jt& rql|onI AJtf_ ltJnLD lo [l $'n [tc. r i-ir- ., rr..l if frTlo-, or c6rd6r- rorn r.o. ClElltl {,/9O ro: Tohn! 0F VAIL Joo No.4 398 90. p41E; 8-28-90 AttN: II'Ir. SIAN BETTYNAN DALY REPORT NO. SHEEf 1 OF 1P.O. Box 100 Vail CO 81658-0100 lt'lvOlcE No. PROECT Adrlitton to Vail Transportation Center. Vail, Colorado. PLACEMENT LOCATION:- Floor Stab., Level 4, Line B to 89' Grid I to 11; I]ATCH TICKET INFORMTION: suPruER Western Mobi le TnucK flo. 49 7:30 A.M. ncKEr tlo. 1857 MX DESTCN flo, C cu. n, 8 IIUE IIATCHtr)nUE laRn/ED 7:45 A.M.IUE Pucm 7:50 A.M. FIEU) TEST]NG INFORMATION: nu€ rEsT TrxrN 7:58 AM sluuP 5%tN,rJR @NTElfT 7.22lfJt:t UNn WEClm37.0 AJR coMfotT 4 - 8I wAIEn ADD€D AT sm pcf. sUrPt E TEIP. 71o AJR TElP.65o p ercr. nar,v*cl 32 of 67 ydrJoB SPECIflCAnONS suruP 3-5 tN. CYLJNOER INFORI,/ATION: NO. Or C'YIJNO€nS 4 c. JNDol slzr 6rr x 12rl llME cYtlNDERs crsr 8:06 A.M.wHE IE crsr On-Si te CURING INFORIi(ATION: ttllllAl CURE On-Site REn srORAcE FrOLmEs Cure Box utN./[N(. o ]E/1UE g r.,rn- 8-29-90 oAlE srRrpp€D 8-29-90 By: B. Carr nElt,rnKs AGE DA'r6 TUTE IESIE) T(nlL !O I)(rE)DrAUflEn (||'rclrEs)^JlFJ{(sa. r!{.) couP. sIB. (Psr) TY"E OF RIACTUR€ cruNo€R wEolrT (116) ctuHoFx UNN WEGIfI (Pcr) 28 28 56 9=4=9_0 9=.25-90- 9-25-90 10-23-90 96,000. 120,000 1,21,000 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3400_ 4250 4280 coni'cal con./strear shear OESIC-}I SIR€NGTH 4500 Psr o2o D{E rEs|.:l gY tlDdt^IofiY rf8Sar|rrn. Ar.f lfr tarrrr!|r|cf finl lt'rl nArif Asru lrt tlrfts lrrn eis onrr.t{E€ llolfD sorlf ltlt orirl lloN otl lltrs ItsI ntrofir UAY lf r'lt(Mlr(t) fi oni|.Fs. PROGRESS REPORT:Test sanples taken frorn truck discharge; nn'ttrq Michael Barber Architecture; Anderson fi Ilastings; PCL Construct.ion Services; Wcstern l'lobi.le; URS Con su l t ant s I lt{r , Gary Mulrain ; B. Carr T. Laudick FIELD ODSER/ER APPROVED IIf o-t^ Chcn$Norths'rr,lnc '.r*rlrtq blLt-f .t!.1 S.ld{ht. REPORT OF CONCRETE TEST CYLINDER DATA r.t^|.lu.1lA|l'wrfb|ro.I|f|'rsrTlttnE!|ofta3f|'vRrl!ir'9'vIsrnfslmr.IItDAtn|r.'|'IxrwnrrPfnTrofo|,|tc|[rE.no'..rs'^rr.|',.r1rr'r1lfr,6oIrrXFA;l!rn.|!(nFlcr,|D|r4ounnr'rrxrl.r.-ititrljllllooccovr-rt[, utnlss ollltt rarqlJc[!l-t{5 ]r f /,4atfo lo rr wl|rllrt. I ni-rn- of rr.lil'iii-|r-, o, c6r,o.!i- .onrr rb. Cuflltl a/to To: T0wN 0F VAIL Jou No' 4 398 90 DATE: 8-29-90 Attn: I{r. Stan Berrynan DAtLy nEpORf NO. SHEE| L 0F zP.O. Box L00 Vait CO 81658-0100 ll.ryolcE No. lqGlEc-T Acldition to Vail Tr:rnsportati on Center, Vai1, Colonado, Cross-Over Deck; BATCH TICKET INFORMATION: suPruER Western Mobi 1e rnucK ilo, 106 ncxEr r|o. LB94 MX DEstcN Mr, C cu. ro, 8 TIUE TIATCIIED NME ARRTVE) TIME PTACS' . - FIEU) TEST1NG INFORMATION: nME TEST TAXEII 7 : 5 2AM SLt.l,/'P 4Lz An coNrElns.4:wEr UMI wEGHr -- AR CONTD'T4- 8 I WATEN ADDS) AT SIIE p'ct, 5A,llPLE TUIP. -- AtR lEaP. 8 cor no1r66* I of 32 yd3JOB SPECtF|c{nO}|s swup3-5 lN. tN. CYUNOER INFORTIATION: t{o, oF cyuNocns 4 T:rtJNOEN srzE (.)l| x 12rl rMr cYL,NDERs crsr 8:00 A.M.wHstE c-tsr On-Si te CURINC INFORIV$TION: IHIIUL CURe On-Site FtA! SToR/cE F^crrmEs Cure Box MN,/Mrfi, D.\IEITIUE AT Us.8-30-90 trAIE SrRlPPg) 8-30-90 IIt: B. Carr REr nKs AGE o,\1€ orE IESTE) TgI t tqD(rrs)DIATETE'I (['lcl tEs),AnEA(sa. rN.) couP. fln. (Psr) TY?E OF fIIACTUNE ctuNom wEro?lT(Lrs) cruNoen uNrr wEor (Pcf) 13A 2BA 284 9-5-90 9-r.L-9c . 9-26-90 9-26-90 96,0,00 130,500 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3400 4620 con/shear con/strear OEICN STR€NCTH 4500 P$oza D^Ys lfsnl Bt t DCtt IOAr nfFsatDrn. r,|' lrl r.aixlDr].[ ffnt /rPfi l(aflf aslv larrrx'l In{ I5S On|fXtgC tlOIfO :o!t HlD|n4l|o|tl orl llll5 lLSr rttronr r{ Y lr- FnoJll]to ttr ollll-Ft. PROGRESS REPORT: Test sampLe taken from tnrck discharge; ,.npltrq Michael Barber Architecture; Anderson li lla stings ; PCI. Constrr-rction Serviccs ; ll/estern l'fohi 1e; URS Consultants ; tr'lr. Gary Murrain; B. Carr T. Laudick FTELD OI]SERI/ER APPROVED IIf a' ChcnirNorthcnr,Inc 'a.E llrr{ lrgk|dr t.i, S.l-lhl. REPORT. OF CONCRETE TEST CYLINDER DATA ^s^rrunullfmcEHToct|f'.TlIlt[AIrE0lod|Fsfl'vT\.,l!nr'{,rrsr,r(3t,rErnrDAttl|fcJ)''|'xxIwr't..''f'rY0f.r,nct,l}lT5!nor..rfI.[v.,JEg)'Etl'fn6DnfxInA;|l'norfft|.t(w|rn',,oun'r.rrxir.ri..iiiirnitirrrro't,oor,'rtR|llttlqogt|t.t.lllr urtrtsl ollrtt A|{ Fo{ur)ol fJrt raJI t.o lo tr rvnrlorc. ^ .!-,g- o, *l_@* or.ocoor- rod rh- cuftlJt a/9o Tgtr,N OF VAIL JOB No' 4 398 90 p41g; 8-29-90 Attn: Mr. Stan Berrynan DALY REPORT NO. SHEE'r 2 OF 2 P.O. Box 100 Vaij. C0 81658-0100 lrwolcc No. PRGJECT Additi.on to Vail Transportation Center. Vail, Colorado. PIACEMENT LOCA]ION:Level 4, Deck Topping,Lines B to C,Line 1L; BATCH TICKET INFORI"IATION: SUPruER Western Mobi le mucK No. 1t7 rcKEr No. ' L2z'12 P.M. nME ARRffiD 1924 Mu oEsrcN r,ro. C cu. Yo. 12:1.7 P.tr{. IIMEPr^cs) 12-.40 8 P.M.IIME IIArcHD FIELD TEST]NO INFORMATION: nuE lEs.r T Xol 12 : 50PlvFLUuP 4L tN. tN. NR cor{rEr{T 7 .27Vtt UNII WEc]r -- ArR CONTEI..|T 4-SIWATER ADDID AI Sm Pcr. 0 s$rPtr'tElrP. 71o u rup. 70o r.dt. nsr R(s:8 of 150 ydsJC'B SPEC|nCAnONS sr.t uP 3 -5 CYLINOER INFORM^TION: NO. OF CttNo€RS 4 rl JlloEn srzE 6l| x 12rl IIME cfLrNDERs c^sr 1 :00 P.M.wHglE clsr On-Site CURING INFORIJATION: tN[uL cuRa On-Site FIE-D srDR 6E FAc[JnEs Cure Box MrN./rt x. trrrt/nlE ar r rs- 8-30-90 ITA1E SIRTPP€D 8-30-90 BY: B. CATT NEr{^RKs: ACE DAY5 D.{lE.TESIE)Ig[r.! r.olD(t s) DIAUETUI (rlJc'rEs)^,lEA(sa. rN.) couP. sTn, (51) TYPE OF fllirCTUn€ CruNOER wElcl{T (uts) 6.TUNDER uNtr wr]ctr (Pcn 7B 288 2BB 288 9-5-90 9-26-90 9-26-90 9-26-90 94r 0.0,0 6.00 6. 00 6.00 6.00 28.28 28,28 28.28 28.28 3339.confspli't oEstcl{ stRE}tGIH 4500 P$ o 2a D\)s rE IS ! tltxn^rofr Ffnsoar|tn. lnf |rr ,^al)dtD rrf, wlnt Ar'r't i]rlf astv lfrlr(xti lt4es oDlttlYtr€ l|oltD gost ll,ltoltu tklrr (}l llll5 llsr ml'oflI u Y rr. Pflovlut-D lrf ollll'|s. PROGRESS REPORT: Sample taken at truck dlscharge. ..nrrr3rq Michael Barber Architecttrre; Anderson fi llastings; PCL Constn'uction Services; Western lt{obilc; URS Consultants; lr'lr. Gary Mr-rrririn; B. Carr T. Laudi ck FIELD OBSER]/ER APPRO\ED III. oo ClfentlNOfthCl'tt,lttc ,*tq, . o , "o rll'If, a'h,,r'nc,,'!u.. na., s.rriht. REPORT OF CONCRETE TEST CYLINDER DATA TO: TOhrN 0F VAIL JO8 NO.4 398 90. MTE: 8=30-90 Attn: Mr. Stan Berryman DAILY REPORT NO. sHEEf I 0F 2 P.0. Box 100 Vail C0 81(158-0100 lM/olcE No. PROJECT Aclclition to Vari.l Transportation Centen. Vai l, Colorado' PtjcEMENT LocAI.loN: Level s, Deck ropping, Lines B te Gr Lines 39 to 36; 8ATCH TICKET INFORI,TATION: SUPruER Western Mobi le mlJcK No.!942 MtX DESIGN [lo. c cu. rc. 8 4:4j A.M. TIMEPLrca) 4150 A.M,"tlME tl^Tcll@ 4l j1 A.M. 1"14 rcKEr No. NME ARRTVED FIELD TESNNG INFORMATION: TluE IEST TA(o,14:55 AM sr-uuP 5k aln corwr-rr6.9: wEr uMr woon 139.0pct. ArR coNTOlI 4-SIwArEn IDDID AT sm 6 tN. tN. srrIPL[ tEuP. 70o lrn torP. 40o tut niltF:g,pf_40_yd1_Jo|r sPEctnc^nolrs suJuP g- 5 5:08 A.M. wHsrE c^sr 0n-SiteCYUNDEII INFORMATION: lro. oF CTIJNDERS 4 ffl oEn 6ll x 12rl .IIME CYIJNDFIiS OLSTstTt: CURINC INFORMATION: INIIUL CURE 0n-Site Ftg-D sKXl cE F,qctunEs Cure Box MN,,/UN( O IEln11€ 11 r.p. 8-31-90 rrAtE srntpptl S-31-90 Uy: B. CaTl no,unxs: AGE o^ts D^IE IESTP Tgt t- r.o D (r.0s) oulrEIEll (rNcHEs)^I|E (sa. nt.) couP. sm, (f5r) TYPE OF ITTACTUNE CYL'NDER wE olfT (urs) C/tJNOEN UNII V/EIGIfi (Pcf) 7A 28A 28A 55A 9-6-90 9-27-90 9-27-90 9-27-90 110,000 123, 000 122t0OO 6.00 6.00 6.00 6.00 28,28 28.28 28.28 28.28 3890 4350 4320 shear conical con,/sP1it OESIG-N STR€}I6IH 4500 Pst o 2. Iu\s tlsnl t'Y t^ltd^tofit FfFSn otn. lff ttl aal$no.llcf, w|trl l''t.t lTlt f Alru ltrr'os t'tn !:Jl; onrtaEE l|oltlt' louf ulfulrl tlolr ott llos lLsI ttll|ofll r{ Y lf, ttlo/tuftl |tl ollll-Bs' PROGRESS REPORT: Sarnple laken at the truck discharge; Barber Architccture ; & llastings; Services; Western ltobi Le; Mr . Gary Mu::rai n ; B. Carr FIELD OOSEfWER coPrEs Xi;:i::,. PCL ConstrLlcti.on URS Consultants; T. l,audick APPROVED TT ts^lJul|ul'FrcTrcTrH'uetr[Enlf.rrnE^,|oG|i<t|.tf.(l!LFr'r'nTsr,'rslmr{n7DAtrtfco''|o|t.tw._fFfrrYof.x,n(|lt},,|Dno(rs|^tT|.1'.T3.(''||c1|'f'6onrxli,{ls.'tl|.(,l,|tGA,rtltr}ornr.rrv'iri.rs''iiljiial.iliidu4-o,l aourar nD urtt>1 onrur , IAFJltlt lls l,lf ,l{rl!l o lo lfl lflllllllc- r D6c- o, rr- | iilii-l o'o.. or ..6Fd$- ..D |r.r. Cul.llJ l/CO ChcnSNorthcnr,lrrc 'r*/nt!t b|r|dr l|r{ 5(l-{rl. REPORT OF CONCRETE TEST CYLINDER DATA ls^UutlwIn.'r'crr'{'t'.]tr'rTinrnIttl,|Dq|i.lf|'vf\||LnrJqn5r,}rs|n!rrtIDAsl||rr4}'rf'l[w.YrfnT'ord,ac|,t'f:'nori(r{'^tT!',..!m.,o|6nFonfxYF,|crsrrroqf|{t.w||x|roounrttxrris6n|:it'MDPf|rotlr:o|[ 4outll.f,|ltt ur4f.jts onl{'l ratuarqlt)al: xrt rcrnt:o lo tr wn trc. ^ .F-',i- .r rr-l i-:ijillo,-' oi .sroib. r.d Do. CuCllJA a/9O ru: TQWN 0F VAIL JOB No' 4 398 90' DATE: 8-30-90 AttN: IVI?. StAN BETTYNAN DALY REPORT NO. SHEET 2 OF 2 P.0. Box 100 Vail CO 81658_0100 trwotcE No. PRorEcT Addition to Vail Transportation Center, Vail, Colorado. TION:Level" 2, Deck Topping, Line B to C, Grid 56 to 33,2; &\TCH TICKET INFORI/ATION: sUPruEi Western Mobi 1e TnrrcK flo. 114 lrcKEr No. 4 : 42 A .M. IIME AnRrvTD 1942 Mtx DEsrcN No. c cu. Yt, 8 4:50 A.M. IIME Plrrco 5100 A.M.IUE n rcfl@ FIEI..O TEST]NC INFORMATION: IIME IEST TAG},I 5: 10 AI\,T sLUUP 5K tN./\lR @MTEHT 6,9:WEr UNfr WOClm3g.6 AIR C€HT0rT 4- 8.!wArER ADOO AT 5m p,t. 6 3\MPI.E TEI/P. -- A,lR lulP.s0o col. Ro&{Rt(s: 8 of 48 ydsJOO SPECtnCAnOl|s 5LUUP 3_5 tN. CYLINDER INFORMATION: llo. oF cYt NoF_Rs 4 r-i/UllDER slzE 6rr x 12rl ltME CfUN0FRS orlsr 5:20 A.M. CURING INFORMATION: tNnUL CUm 0n-Site Ro-D sTOfirAE Fl6ttm6s Cure Box MN./1{AX. o TE,/nuE AI rr\& 8-51-90 01E STRIPPED 8-31-90 ot: B. Carr nt]J RXa ACE oAYS 0 'rE IESTED Tgrl-Loo (r.Bs) DAMEIFJI ([rc]rEs)MF-l\(sa. N.) couP.sTR. (f'sr) TYPE OF FITACTURE C.yUNOER WEOHT (urs) ctuNof.R UNN WDGIIT (Pcn 7B 288 568 568. 9-6-90 9-27-90 r0/25/90 lo/25/90 86,000 L05,000 6. 00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 3040 3720 shear con,/shear OES'CN SIRENdTH 45 00 Ps1 o 2'l B\\6 rEsnt ot uDqt ru nfttsoaDrn, ltrf ot ^atr)nll^rr]r wlftl lr'lt x:^fl f Affu uf-tltoats tltrlt5ti onlriYlgE llo|fD souf ll{ollu^t|()ll otl lltts tlst trttroltl l{ Y l[ t'n('flo(o tn olllurs. PROGRESS REPORT: Sample taken at truck discharge. CO'IES Michael Barber Architecture; Anclcrson {i Ilastings ; PCL Constnrction Serviccs ; ltlestern Nlobi le; URS Consultants; l'{r. Gnry l'{urr:rin; B . Carr T. l.arrtli ck RELD OI]SERVER APPROVED lff ChcnSNorthcrrt,Inc 'alallr.z lnlt*r .rd lkl-llil. REPORT OF CONCRETE TEST CYLINDER DATA ts^UunulFF('TIcE!ror,1Fl.T:i.ItIFllit^l|oot|Rjt|.w\llLnr'Y'nTsxrISl,nfnfDAli|fro|frfxn^|.j'rr'fr.r0ffrmct|tms.|}1t'^|m(|,^lrn.ol5lAIf!f,Jr'.mrEtl,!('tlonrxlllcI!'n..n{G^,rDor,oun"r,''''rli'.*..ii:;ii",inrrriou,:-orntixo||f,IA. 4our1rtrr u'ltf.lll on[r ]flrwiroJl]ats lrit rarttt.D lo |'l wRnl|c. ^ ":Fr- o. rtl iffi e'-+ of .dF,!r- ..d rr.. Gutl IJA a./t{t To: T'wN 0F 'AIL Joo No.4 398 90. DATE: 8=30-90 Attn: Mr. Stan Berryman DALY REPORT NO. SHEErI 0F 2 P.O. Box 100 vail co 81653-0100 trrvotcE No. PRo.rEcT Addition to Vail Transportation Center. Vail, Colorado. PLACEMENT LocAlloN:-Level s, Deck ropping, Lines B tg G, Lines 39 to 36; BATCH TICKE-T INFORI,IATION: SUPruER Western Mobi le NME tr^TCHD 1,14 rlcKET Mt. nuE AtrnfvtD 7942 MV oEsrcN |lO. C cU, to. 8 4;4j A.M, nuE Pl'ircED 4:50 A.M. ]nuo< o. 4;31 A.M. FIELD TEST'ING INFORMATION: IluE TE5I TA(e{4:55 AM suuuP 5% JO8 SP€CtnCAnOlls s[u!P 3- 5 atn comon 6. 9: !'vEr uNrr wE$rI AJR CONTSIT 4,6 I WAIEn ADOS) AT L 39 . Opcr. 5Ar/PLE IEMP. 70o xR TuP. 40o snE 6 c"r jqnlcsl8_lf_jo_Jd1 _ lN. tN. CYUNDER INFORI"I{TION: lfo. OF CTUNOERS 4 (mJlloen slzr:6'| x 12 IME CYIJN0ERS c^sr 5:08 A.M. wHslE cAsr on-site CURING INFORTIAIION: lNflUL CURE On-Site RO-D fi)riAcE F^cttmEs Cure Box MN./MN(. 0IE/nuE 6 rrn. 8-31-90 oAlE srntppq, 8-51-90 By: B. Carr RDTARK* AGE D^l6 DATE IESIE) T TAL LO^D(rE)DNUETrJI (rNctr€s)^'|EA(sa. rH.) @uP. sTR. (Psl) TYPE OF NlrcruNE CruNOER wEroltT(uls) cnjNoeR uNr wr]cllr (Pcr) 7L 28A 28A 28A 9-6-90 9-27-90 9-27-90 9-27-90 1l-0,000 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3890 shear OEG SINOIGIH 4500 P$o26 o ls ll5n3 |tY L{rm lo|r/ FfRg)aOm |af Ot aal-n t{arr,f, wnl lrtrl f)Jl f atru l/ttlna,s trxl I=i onfifllsf llolfo 50llE lllltx$r l|oll olt lllrs rL$ 8fl\onl uaY t{ Pngvtoco fi ollll-ns. Sample laken at the tauck discharge;PROGRESS REPORT: ^.,Drtrq Michael Rarber Architecture; Anderson fi Ilastings; PCL Construction Services; $/estern l{obile; UllS Consultants; Mr, Cnry Mur:rain; B. Carr T. Lauclick RELD OI]SERVER APPROVED t]Y , Chcn$NorLhern,Inc 'r'Elun{ lrtl,*r .til Linlhl. REPORT OF CONCRETE TEST CYLINDER DATA {s^uunu|nFoIIcTr'{'tlct|f'JTtn(n,nE^,mo(,Fll|.!f\||!|fT{'rTs^,r'stm!rnrr'Asll|f.ot'l|}tM| ||!r<xtmYor.r,Rc||tXIrb{irnAtT!.}''s.orIE|,,g'.|!loRrfRA:t5mov.n{|cA,|t*'oounnrrrrrrr'.ri..iiiiinn-oirr,ur.cot,{|vHrlll|r,|P|nA.Rl.5 aovrtllllt urrrrss olllt,l ,nrw€orurrs lrlt )a-lfo to rl vvlllllrlc. ^ 'w'ti- .r rt.l Fi]-rlc-.+ cr .o'.o..r- rod .. CLtltJ r/9o To: TowN oF vArLAttn: Mr. Stan Berrynan JoB No.4 398 90 D TE: 8-30-90 DAILY REPOITT NO. SHEET 2 OF 2 INVOICE NO. P.O. Box 100 Vail CO 81658-0100 l8q,Ecr Addition to Vail Transportation Center', Vail, Colorado, :MEr.rT LocAfidl* - LeveL 2, Deck Topping, Line B to C, Grid 36 to 33.2i BATCH TICKE-T INFORMATION: SUPruER Westean Mobi le mlrx No, 114 ncKEr lro. 4 : 42 A .M. TIUE ARRIVE) t942 uu DEsrcN lJ,o. C cu, tD. I 4:50 A.M. lluE PlrcE) 5:00 A.M.I'JE ITAIEHED FIELD TESTING INFORMATION: IluE TEST T,tt(E}l 5:10 AI\, SLUUP 5k tN.A.tR CoNTENT 6.9: wEr UNr wDclmsg.6 NR CONTSr 4-8lw rEl ADDfD AT Sm Pct. 6 s rrPtE TIrJP. -- ll8 IOlP,soo cot. nantffK$ 8 of 48 yd3JOo SPECtnCtnOlls surMP 3_5 tN. CYUNOER INFORIJATION: !Kr. oF c"IttND€ns 4 C,YUNDER srzE 6rr x 12tr llME GtLlNosRS cAsr 5:20 A.M. CURINC INFOR}/ATION: tillluL cuRe On-Site REJI slottlcE r,ccturtEs Cure Box MrN.,/uN(. o rE/nuE er urrr 8-31-90 n lE srnrpp@ 8-3i.-90 rI/: B. carr REI,I RKS: AGE oAlT OATE IES'IE T TA! LOAI)('5)ouuErE l (rllc]rEs)^'lEA(sa. N.) @uP. STR. (Psr) TYPE OF FRACN'NE crt NoE waoltT(urs) CYIJND€R UNTT WE|CIIT(Pcf) 7B 288 28B 288 9-6-90 9-27-90 9-27-90 9-27-90 86,000 6.00 6. 00 6.00 6. 00 ?8.28 28.28 28.28 28.28 3040 shear oEstc-}t sTRfNcfi 45 0O Psl o 2o tu'l.s rEsrs o|f undqrxw afns.rltlfl Ar.l lfl Ar,()rrt|,rrr':f wrnl rr{rtr},rf anu va-Illoltl t,xl l5s oDltftvls€ }KlttD SOl{f $ttptn|^l|()tl oll lllls tfsr 'ltt'oRf tl Y ti' f'tioJ|t)cD ttl olllt'|:'' PROGRESS REPORTI $anple t4ken at truck discharge. coPrEs ffili:|T'}il.ffiI'"cture ; PCI. Construction Services; lvestern lt'lob i le; URS Consultants ; l''lr. Cary Murrain; B. Carr T. l.autli ck FIELD ODSERI/ER APPRO\€D $/ tl Chen0Northent,Inc '4rE turq lrtkldt ..d 3cltiht. REPORT OF CONCRETE TEST CYLINDER DATA ^3^!Un|r|'F'|dlfcTrr.ro.tr'{:l.n[Ft,trE^'[ro|lf:ll|'tT\l|!ifFdtIs^,rf3|rMfrr'A.ln|'m''rrxNIw-flt(f'rTlofo|mc|,:'lIno'.o.nAtfit'}.T3.oor'6l6x}6onrrEv'f:T'f'l.|U.'t{t.x,||,'|.|or,'",r,r.r"iii.ri.'iiliilmorrr,e4ovr1llllt ur4l53 qnlt.l lf,t!|,ro{rrt'ns AriE raAll.o lo [l wlnuc. ^ 'EntE ', rl.|iliij-'lo'-a or Go'n?.,rr- roo rro- Cltl l.!A a/9O To: TgwN Attn: P.0. Vai 1 PROJECT OF VAI:L Mr. Stan Berryman Box 100 c0 816s8-0100 Addition to Vail Ttansportation JOB NO.4 398 90 DAJLY REPOI{T NO, IrwotcE No. Vail, Cqlgrg4e-. DATE: 8-91-90 SHEET 1 OF Ccnter , PI.ACEMENT LOCA'IION:Str-ucture, Slab-on-Grade, Lines AO to B'Level One, Lines 33 to New 36; BATCH TICKET INFORI,IATION: SUPruER WesteTn Mobi le IRIJCK NO. 4:39 A.M. 49 ncKEr r.to. 1963 Mx DEsrcN rxt. B cu. ro, 8 nuE AaRN/ED 4:50 A.Nt. IrlE PLAcE) 4:54 A.M.TME II^TCHU) FIELD TEST]NG INFORMATION: -;llIE lEs'I T/0(01 5 : 05 AI\,1 SLUMP 5 AIR @NTEllT -- : wEr UNII woctff 146. 0 Pct. AIR CONTE}IT --IWAIER ADDO AT SITE 10 irl/plE tEMp. 71o ,tn TEllP. 40o lht. Rol.\Rt(*JOD SP€c|nCAnOlls SLUMP 3- 5 tN. CYLJNOER INFORMATION: NO. OT CY1JNOERS 4 riruHogl srzE 6tt x L2tl ]IME cruNoE ls (){Sr 5:15 A.M. wHEnE c,Asr On-Site CURING INFORI,{ATION: lNlIuL cuRe on-Site Ro.-o s;IoRrcE FlctuTtEs .Cure Box MN.,/MA( e{rEnuE AI u& 9-4-96 o lE SrRlPPg) 9-4-90 rrY: B. Carr nDI RK* AGE DA'rS OAIE IESIE) TSTAL LOAD (uls) DUUETEN (r'rclrEs)^,lFA(so. rN.) c!l/P. fln. (PSD T'/PE OF fiucrun€ cYlrNDsl wooHr (Llls) CruNDF.R uNtr tvocfiT (Pcr) 28A 28A 28A 9-7-90 9-28-90 9-28-90 9-28-90 130,500 6.00 6. 00 6.00 6,00 28.28 28.28 28.28 28.28 4620 conical- DES|C SIRf}|CIH 3500 Psl 026 DAls rfsTs nt t/rpl Tofl t'fRs.Forn, rcf lal Lrrtno }|af wnt ^rt'l |:|Jlr aq|r !|f.ll()fts l'lll fss on[flE;f llolfo sou( [oDRra^no oll tllrs ltsr hl'ofll RAY tx Prlgvl(Xo ltt ollluts' PROGRESS REPORT: Sample taken fron truck discharge, ^^or.-c Michael Barbcr Architecture;vvr 'L\' Anderson fr llastings; PCL Construction Serviccs; Western l"lobile; URS Consultants; Mr. Cary Murrain; B. Carr T. l,ar,rdick FIELD OBSET{VER APPRO\ED Iry Chen*Northcnr,lnc REPORT OF CONCRETE TEST CYLINDER DATA fs^g.mul.PFr''IcTr'ito.:t|txT!nfn[tt!Dotf:srt-!I\||lnfTr'[rsrm3tmqrnrDAs|rfor'rfXIwfr''fnTY('o|nf[,xTs.},|0^|m0f'^ml|'TP|iirl.mof:qAlfu'|f:.mrEtl|lilt|sonrxtFA:Is.'|lt{(ni|(w{,r4ounarrxrs..ts..iiir'r,ionrriorrr:.:ovruflj| url|[:tS gn.(,l ,erl^|qlu{t3 Att r.fit! lo lrl lrnlllllc, ^ .n-.i- o, tl.l rlf rTl e'-, o. !6oon,- aorn r.o. Cu(l IJA {/eO a|nlu{ bgr|dr ntil !.r-{ltl. T0: ToWN 0F VAIL JOB NO,4 398 90 DA'IE: 8-31-90 Attnt Mr. Stan Berryman DALY REPORT NO. SHEE1 2 OF 3 P.0. Box 100 Vail C0 Bt65B-0100 llwolcE NO. PROJECT Addition to Vail Transportation Center. Vai1, Colotado. PIAGEMENT LocAIION: Floor SLab and Stairs, level 4, Lines A to B, Lines 11 to 15. BATCH TICKET INFORLIATION: suPruER Western Mobi 1e nuE B TCIi@ muc{ No. 8:56 A.M. 49 nsKEI I,19. 1975 nME Anm!@ 9:15 Lightweight MU DESTCN lto. E CU. m, A,M, TluE Pr./cED 9242 8 A.M. FIEU) TESTING INFORMATION: tluE trsT r,rxav 9:55 Al"l sluup 3k n. tn comrEl{f 3.kwgr UNn wrlcrfT 119.5 pcr. SATPLE rE}/P. 72o m rerP' 650 Joo SPECInQAnOIIS surup S_S rN. AtR CONTEIIMaXSI w lEn ADDED AT 5m 15 col nOtARtG: CYLINDER INFORI/ATION: M). oF c.'ruNoEns 4 ri[DloER stzE 6rt x 12tl IME cruNoERs c^sr 10:05 A-[4- ]fiEnE l/\sr_O!:qi!! CURING INFORMIION: lNlIuL cuRe On-Site RoJ) sIoRrcE F/rc[JnEs Cure Box utN./uN( 0 TVlruE AT rJs. 9-4-90 DAIE SIRIPPE' 9-4-90 IIY: B. Carr REtl Rl(* AGE o^)s 0rE IESID Tgr L LO^I)(16)Dl^MEITJI (mclrEs)/rnF..\(so. rN.) @vP. sln. (Pst) TYPE OF nusruRE CruNDEN W€'OHT (tlrs) cruN0€R uNn wocfiT (Pcr) 7S 28B 288 288 9- 7-90 9-28-90 9-28-90 9- 28-90 91,500 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3240 qcnical DECN STR€I{CTH 35 0.0. Psr o 2t DA.rs !f,sTs tr urn^roat FtR3t)tl n. Aaf lr /(rx)mru|:f, wmt Art'l r:rolI a<tu lr6lll.)Its l,lllEl onttxYl3E ln|fo souf $lroflllalloll o llll5 llsr ,llrl()fiI uaY tl. PTKMD("D |tl ollll.n:i PROGRESS REPORT: SampLe taken fron hgse discharge, c^prriR Michael Rarber Architecture; Andcrson & tlastings; PCL Construction Services; Western ln{obi.le; URS Consultants; Mr. Crry lr'lurrain; B. Carr RELD OBSET{VER T. Laudick APPROVED tT CircndrNorthcnr,Inc '..tJ|t!.q hltrdt d.d Sicl'rlrl. REPORT OF CONCRETE TEST CYLINDER DATA N^!unulFFfrcTlr.('ct|Ill[t.Tlf'r|fE|,o,t6f|'!f\,|tsfT.r'Ts|nfslm{nlDA<'rffo|'lD{t't^|-.|i|td'.[wofd,Rc|'t|JTl' 'hnlrsl^tTv.'r5.or'Dl'5r,6orr'xrFA.'lsnn!.|.tR'.l^,{'noo,,,.ar'rr".'rJ'rj'.iiriioioirr.o.tc8lI|||il|4orrr.lrfll u,1fs5 onltl uatulqlufls ^,lf li:'lru, Io ltl lrHlllllc ^ nr6rr- o. u- l ili -l e-* or .o6Fl- rori l|o. C|rtltJ l./9O ror T0WN 0F VArL Jou No.4 398 90 DATE: 8-51-90 Attn: Mr. Stan Berryman DAILY REPORT NO. SHEETs OFs P.0. Box 100 Vail CO 81658-0100 llwolcE No' PROJECT Adclition to Vail Transnortati.on Center, Vai1, Colorado. PLACEMENT LOCAIION: Core Walls for Stair No. 12 and No. 11; IlATCH TICKEI INFOR}JATION: suPrurx l{estern Nlobi Ie TIME B^TCTIED mucK Ho. 1:51 P.M. 49 rcKEr No. 01 199O/u oesrcx No. A/2 cu' YD. 8 nue ARRTVED 2:00 P,M. TIME PLfcED 2:45 P.M. FIEtl) TESI]NG INFORMATION: lluE lsl T XEil 3:00 PMsLUup 4k rH. arn coxrElrT 6.8wfi uNrT wo$tr l43.Ld. S^IPLE TEI/P.77o Nn IErP' 75o JoB sPEctnCAnO S sLUuP S- 5 tN. AJR clt.TEllT r wATEn Ao CYUNDER INF ORIi,IATION: r€. oF c/ttNoors 4 ri[l]lDEn slzE 6rr x 12rr llME cruNDErs crst 3:15 P.M. wHEtE c,|sr On-Site CURING INFORI/ATION: Dt[uL ctJRE On-Site no-D sron^cE FlctLmES Cure Box MtN.,/r{A(. o rE/nuE ,rr urq 9-4-90 otE srRlppoo 9-4-90 trr: B. Carr norARKs ACE(t\5 D^IE IESTU) K'TAL LOAD(rls)DIAUEIE'I (rllcuEs)AJIF,\(sa. tN.) couP. srn, (PSD TYPE OF fIIACTURE cruNotx w€rottl (rJJs) C/UNDF' UN'T W[IclIT (Pcr) 28C 2K 2W 9-7-90 9-28-90 9-2 8-90 9- 2 8-90 93, 000 6. 00 6. 00 6 .00 6.00 28.28 28.28 28.28 28.28 3290 con/split OE:SICN SIROIGTH 3000 Pslo26 0A\6 tET! ef uodurofrt rfRsartt|ft. lrlf |tt amtoAtrcE $drrl aFrrJrrl asru lennDs |tr{ clt orlfxlns€ r|olfD go!€ lHlolnr l|on olt ntts lfsf rltrqrt l{ Y fl- mgvlx, rr ollllftt' coP,Es xi;:i::"T'ffi:.ffil1'"cture ; PCL Constructi.on Services; ltlestel"n Mobile; URS Consultants; l'{r. Cary Murrain; S. Urton T. Laudick RELD OI]SEfiIVER APPRO\ED TT . Chcn$Northent,lnc O REPORT OF CONCRETE TEST CYLINDER DATA ^t^r.unulm0rtgF'.I'elrns"nt(rirntEA'|oon$|.!r.j.ttlnr'.ofr5,'r..|||m'n'oAlt|rrfol.r.xr,Iu|'.iPrfl'rlYtr,nrxx.|rsllft|.|.''rsL.r'E||'trjr'nrflA;lsml'{.'t,'1c!nD[x'ounrtnofi.n..iiJin,iri:nri,n.rc.-our.wrrrtttrl'ernl]qo||''t-t'ru, tfrlss onui mRrtqiru{s xt( rcatl..o lo cl |tllllltlc. ^ 'htr' cr u.l riiit-lr.-t ., con q .. t.rir ||i. CLtlu afo ',r.E lUF? LrtL|dt .i, 5.lcl|.l. rv; ToryN oF VAIL k* , r j.\,1!.\ J.o No' 4 398 90 DATE: 7-7-90 Attnt Mr. Stan Berrynran []!f;lt " : lJJu DAILy REpoRT No. sHEEr 1 oF 1 P.O. Box 100VaiI C0 81658_0100 trwotcE NO. PRqrEcT Addition to Vail Transportation Ccnter, V:ri 1, Colorado, PI.ACEMENI LOCAItON:Footing Pad, Level One,Line g9-27. ITATCH IICKET INFOR},IATION: SUPruER Western Mobi lc nuE 8Arct{EI) TnucK No. 7:f 9 A.M. 54 lcxfi lro. 010760urx oEsrct't Mr. A cu YD. 8 nuE A8RNED 7:34 A.M-TluE PlrcED 7:40 A.M. FIELD TEStlNc INFORMATION! TluE lESf IAJ$X 7:55AM 5LUUP 5 JOI' SPECINCANOM;surMP 3-5 lN. AR coNTEfiT 6.0:Wrr UMr WEotr 142.9 .x.'t. s'AllP[E 1EltP.70o Afl rDrP.6Oo rN. AtR co11rEttT 4-gIIVAIER ADDED AT sfIE O cot nfl &(s! 24 of 88 ydr CYLIN DER INFORI,IATION: 'lo. oF cYlJN0f_Rs 4 c,Yt lt{oER stzE 6rr x 1ztr IIUE GruNDERS crST CURING INFORI/ATION: IMIUL GURE On-Site FrE'D sroRAcE FtcrlfnEs Cure Box MtN.,/[uoc 0 TEl'nME AT tArL 7-9-90 11,1rE sr1pp@ 7-9-90 Fr: B. Carr Rei.ARKs: AGE 1rt5 DATE lESltD T{ITAL LOAD (urs) DI MEIE I (|rcHEs)^ItFA(sa. N.) couP. sIR. (P5r) TYPE OF RUCruRE C'UNDfi wE oflT(u$) CYLINOF.R UNII Y{OGIII (Pcn ., 28 28 28 7-J4-90. 8-4-90 8-4-90 8-4-90 85,500 121,000 119, 000 L21,000 6.00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 5050 4280 42r0 4280 con/shear con,/shear con,/sP1it con/she ar OESIG}I SIRENcIH 3000 Psl o 26 ortr rEsni Bl urrol toft l'fR:irx|.|fl. anF ol t(rrtrD{req w|fll lrr.| r}qI alt! rrtJlu':i l,'rtlJ3 onu(f,Et }|olfo soxf, ttltunr tx,ll otl ltrc tr'sr'mr'ofil trtY m m{l.atlt,o llY olllljls' coP,Es H:::::"'t'H:.1ilI'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick NE[.o OBSE{VER APPROIED FT 'a..rrluD? hgL|*r ndd S.l-{ht. '- ChentlNg;[]1s1'r l'"^Irlllr\,,o o REPORT OF CONCRETE TEST CYLINDER DATA TO: T'wN 0F 'AI:L JOB NO' 4 398 9'O DATE: 7'27'90 Attn; Mr. Stan Berrynan DAJLY REpOKf NO. sHEEf 1OF2P.O. Box 100 Vail C0 81658-0100 lwolcE No. PRoEcT Addition to Vail Transportation Center. Vai1, Colorado, PIACEMENT LOCATION:- Footing, Line B from Line 38.2 to Line 34.5; UATCH TICKET INFORI.IATION: suPrugr western Mobile Tntxr< No. 100 rcxEr No. 1250 MD( DEslcfi r.ro. A cu. m. 8 nUEIIICHtr) 11:25 A.l.l. nuEiflRlld) 11:40 A.M. Tt,,lEPlrcD 11:42 A.M. FIELD TESIINC INFORIvIATION: lluE TE;t rxE| 11 : 4SAM5LU[P 5k rH. an colrrrr{I6 - 2 = YEr ul'tlr lluc}tr 140 . 9 Pct' s^llPtr rrrP' TgQut ralp' 75o .rOO SPECmGAnoH; Sulllp g_5 tN. AA CoNIEJI4;S .IW IER IDDCD AT Sm 4 r;or. n0$ru<s: CYLJNOER INFORMAT1ONIr€. oF c11rN0€-Rs 4 r,Yl |lloER stzF: 6rr x | 2rl IME C'TIJNDERS c^sT 11:55 A.M.wlrEnE crsr 0n-Sitc CURING INFORITTATION: tNrlAL cu3e On-Site RE"D srgflAcg FAc1mEs Cure Box u6../lr c o/\rElnuE ar uul 7_2g-90 oArE srnFpq) 7-28-90 rr: B. carr Rol Rr(& AGED)6 DATE IES'ED Tgr^L to D(rrs)DUTIEIER (rr'rclrE) REA(so. rN.) couP. snl. (Psr) TTPE OF fnrcruRE CfUNDOI WUAHT(lrls) cruN0€R uNrr wocrfr (F.Cf) 7A 28A 28A 28A 8-3-90 8-24-94 8-24-90 8- 24-90 88r 000 6.00 6. 00 6 .00 6.00 28,28 28.28 28.28 28.28 312A conr/shear OTSIGN STF€Ndll|3OO0 Pslozo 0A16 tEst]s 9r UlOOn TOFt ntRSn Om. Atlf Dr '{I"f,'no rt:f, trmr Affi r:lqr AslL l'|F'ltbD' t,'rl c33 ollltll$3lE lloltD 30rE momAlx)tl oll lllE tLSt ru!|tl rr t n ,'noflr(t nY onltn3' Sanple taken from truck discharge.PROGRESS REPORT: coP,Es H::::l"T'ffi:.1ilI'"cture; PCL Construction Sewicesl Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick REI! OBSERVER APPRO\ED I'T \i^uuIu|Ff'IIcTrnronrm:!rwrrl'iE^''rd,l3'|.t/'\.|llaowrFr,[:iu!qtTr7DA!nFf,.'D{[Iw-.I|(FlFworo|nc|,t}ttSr,lt.tlrsh|T|.l''|'|!m'Gtt'3l'.tonIxF|.:Ts.'loi..'|l|G^''r'nnou"'rrdi.rs.'iiij*n,ililrrij,riioun.rrR|t|t,t|,rP 4Uu''ttlljlr urnllg cn|fl rAn^l€ort)fis llt rcatlo lo u rl{llllc. ^ .'16r- .f s"l iiiUlr-r o. c.'rr.,ir- .orrn rb. cratl lJ r/go ' -" chcn€Nort'crtt'lncoT 0F coNcRETE ,ur, aral?oER DAT,A ',,'ra'|u"'('!kr*'6'x'5c'|-'|h" TO: TOyN OF VAIL Jog No.4 398 9.O DATE: 7-27-90 Attn: Mr. Stan Berryman DALY REPORT NO. sHEEf 2 OF 2P.O. Box 100Vail C0 31658-0100 lNVolcE No. PRqrEcT Ad<litlon to Vai I Tt:ansportat'i on ccnter, Vai 1 , Col orado, P1ACEMENT LOCAI'ION:Itlest Side Radius for Slab and Curb, New Parking Ranp; BATCH TICKEI INFORI/ATIONr suPruER Western Mobile IRUCK NO. 8:07 A.M. s4 ICKEr No. 071239 MrX DESIGN llo. B CU. m. 8 NUE BATCHE'nilE ARRr€D B-: 16 A , M .TluE Plrc@ g:25 A.M. FIELD TESI1NC INFORI/ATION: nu€ rEr TfiE{ g; f,/f,fd sLuyP 4% rN.AR @Nrr.Hr -.-. ; wEr UMr UEcln146.0 Pcf. SAriPLE 'IIJIP. AIR coNTElrT -- f lv^lER ADDED AT slrE 5 cot. naqnxs:JOtt SPECtnCAnONi sLrruP 5-5 tN. 70o ,u1 1E!p.650 CruNDER INFORI"IATION: tfo. oF ctlJltoEns 4 r,Yl l{oER srzE 6r I 'lrur: qruNoElls o\sr 8 : 40 A,M .WHERE c^sf 0n-Si te"L2tlx CURING INFORI.IATION: llltltA|- GURE On-Site RED sroRrcE FfcrtmEs Cure Box uw.,/r.tlx. uArt rnuE Ar t,lrt 7-28-90 oAlE SlRFPq, 7-28-90 Bf: B. Carr RDARKS: AGEolE fi^IE lESIID lgtAL LoAD('3s)DIAUEIFJI 0r.rqrEs)^REA(sa. N.) @uP. sIR. (Psr) .|.'PE OF NUSIURE GIIJNDgI woc+n (rJrs) CrlJNo€X UNTT WEGI{I (PcF) 7B 288 288 288 8-3-90 8-24-90 8-24-90 8-24-90 114, 000 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 4030 con/shear oEsrcN srmNcn{35 00 Psl o 20 o '13 lEnt It l,axn |of,Y ffFSrtoln Ar.r ||l aatrn(Ar|(:E lrrtt ^F'l|oqr A<lr' -!f-rlntt:i txt l3i ollllxlr]3f, tlolEo sor.t lf{tornr^lrlll otl lltls lLsr ,{.noflr r|^Y rt P'('vlot tf ol||Urs' PROGRESS REPORT:Sanple taken from truck discharge' coP,Es H::i:l,T'}{:l.lilI'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FTELD OTISEF/ER APPRO\ED IIf ttAwnnF'mtcntD..||f|.,T:t.fltfnIrEInolf3'l.i,rs-|tlnr'r,!rs^,rfs||'E!n']'Airr!r'|l'l.NTW-..F]rr'l't'Y(r.t,ir,|,trrS| 'rF.rrn^r!ll.r3gt'E||tf'rtonrXtFl.jt3''nuoq'lG^xd|o*o"'-d,irs..iifjaiurinr,i-on.rrlttlenmolrr.3^IPu5utLlrl:t,'.D4(,rrFtlllt tflrtJs on(l ,rn|rall,lls rrt loqtl'o m $t{rtB. ^ nrri' of tlrl iiHlc*r or c.rnF*- ao.i r.o. cr{'l lJ a./go ChcndrNorthcnt,Inca 'rrnlttvt Lngbtdt lr,i, 3.1-lhl. REPORT OF CONCRETE TEST CYLINDER DATA tilUUnu|F'0r'c'l'.'oclfl{s.rrG'!|||t|,od|'3l|.vf.t.,tlR.'|.!|Y'5r'fs1n'.m'oAsn|rfor!.t,rrw..Er'FrFtYdd,'tctEr'rs.,,rD^mr'UlAm'r.nnirj-troilr!lrltu't's'r'or|c|thn8oirn'|..'sr.mrld|4c,|,rDD0ourrrm.irs.d''iuttrtnlrrluroor,i!t|tt|tr||PPrr(&:n'l.i.,qrrtl , urtl:s on|tt,xn|r€t'runs rxf, rcatlo m l'r |rr *lc. ^ 'n6t- .f llrl itXle-* o, .o.no..it. toii No. Crat l IJA 4/eO TO:'\" TgW.N 0F VAIL Joo No.4 398 90 DATE: 7-30-90 Attn: Mr. Stan Berryman DALy REpOR.f NO. SHEE1 1 OF 1 P.O. Box 100Vail C0 81658-0100 lNVolcE No. PRorEcT Additton to Vail Transportation Center. Vail, Colorado. PI-ACEMENT LOCATION:Footing on Line A.0 from Lines 37 to 32.2; BATCH TICKET INFORI/ATION: suPruER western Mobile TRUcK No. rr4 ncxgr xo. L276 uH oEsrcN r,ro. A cu. w. nr|E B TCHE) 2:06 P.M. nME RRTVED 2:,24 P.M. TrxE pLrcED 2|28 P.M. FIEI.J TESIINC INFORI,IATION: nuE ttsr rfiol 2:35PM sLuup 3k rH, an colneirF.s :wEr uNtr wEclfi 139.8 pcr. sanHr rorp,72o ,vn ror.760 JOB SptCtnCAnoN3 surlp 3_5 rN. AR CONTENT4_ 3 I wArER ADDED Ar snE d Co[ nqrcFu(* CruNOER INFORI,IATION: o. oF ciruNOF-RS 4 r,Yl mrrH stZE 6tt x 12rt lluE Crt,NDE lS G,sr 2:45 P.M. vHErE c^sf On-Site CURING INFORMTION: lllfluL cuRE On-Site EaD sfott^cE FrcltmEs cu"e Box MN.,/r{/u(. o rElnHE Ar uut. 7-31-90 uAlE stnrppED 7-31-90 gt3 B. Carr REnARKs AGE 0AY5 t)tE IESIE) TVI^L LOAD('Js)DA!ETEN (rlr$tEs)ARF (sa. N.) @trP, 5r8. (r€D TYPE OF ttl/tgluRC GYUNDOI WEIOHT(us) C'UND€R uNn wElafr (Pcf) 7 28 28 28 8-.6-..90 8-27-9A 8-27-90 8-27-90 99,0O0 6.00 6. 00 6 .00 6. 00 28.28 28.28 28.28 28.28 3500.con/shear OESrcN SIRE.IGIH 3000 PSI o 26 D^IS fESfS d Lllrotf^mfi' tflts(ton A'f fa,rxtnltAr|cf, mnl r'|nlln.t ,\<n' lElllotti InllES OnltftvElE llolfD soL[. Ntrttt.AlxN oll rl|tr ttst rurgfit u Y ru rfi tx, ltt olllLns. PROGRESS REPORT:\ Sanple taken from truck discharge.. CO'IES Michael Balber Architccture; Anderson & Itastings; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; R .aa..F T. LaudickFIELD"bgSEifi/ER APPRO\ED ITT ChcnifNorthcnr,Inc O t - ,r-dun2 t 9kr*t .hd S.ltdltl. REPoRT oF coNcRETE rEST CYLINDER DATA SS nUe 2f ig0 ^i^UUflullf'[crrr.Iln[rrTs.I|f'iFl6^'|.|('('istl'v'1,|L,rrIT'rrr5,fsuF{..tl|.'Att|fcI''fnrx'!^|.EroF.'l|Yf)r,nnatx at st^tTutt r:. rrrrtl tr.irrF o[ rxlF,rcts tloq atit Plcxurn 4ovattnn uur5t onrlI txRrrett rros xlf ,Gmt.u lo trl w|lllurc. . l-nr' 6, u'.1 if tf l lc-.. r c€.t!o.rr. Torlr rb. cr.ttlJ t/m T.\. '? -7 9.To: TOWN OIr VAIL Joo No' 4 398 90 DATE: 7-28'90 Attn: Mr. Stan Berryman DALy REpORT NO. sHEEf lOF 1 P.O. Box 100 Vail CO 81658-0100 llwolcE No' PROJECT Addition to Vail Transportation Center. Vai1, Colorado. PLACEMENT LOCATTON:. Footing; B^TCH TICKET INFORI.IAIION: suPruER Western Mobil.e tt\rcK No. 48 n6KgT No, 1269 Mu DEsrcN Mr. A cu..o. B IME TrrTCHg) 12:29 P,M. rlUE RRTVED L2:43 P.M. IUE PI.,Crl) 1:05 P.M. FIELD TESI]NG INFORMATION: rluE ttsr r Jfir1 :15 PM 3Luup SLq w. JOr! SP€ClFrCATtolrS SLUUP 3_S tN. AR co$IEXts.0:wEr uMr wpqn140.1 NR COMIE.{T 4-g .t ttATEl AoD@ AT SIE p€{. sAr.lPtf, reirp. 70o en rOrp. 80o B c{1. naun,(* g_qf_rg_J.15_ CYLJNOER INT ORI,{ATION: o. oF cyLrNDF_Rs 4 wHE IE c^sr 0n-SitectuNDE t stzE 6rr x 12rl ]lME crt NDER5 q{__l j2LP-U CURING INFORIV{ATION: lxlrl L cuRE On-Site flE-D srorucE Flc11mEs Cure Box ut1,,/trDc o rElnuE Ar un. 7-30-90 oArE $RlppED 7-30-90 w: B. Carr RollRK* AGE DAIS OAIE IESIU' TUrAL LO.{'(rrs)DnuETrn (hr$r€s)^IIEA(sq. N.) couP. sIR. (PSD TYPE OF nucruRE cr1-tNorR WEIOHT (urs) C[1JN0€R uNtT wE}flfr(rcr) 28 28 28 8-4-90 8- 25-90 8-2s-90 8- 25-90 106,000 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28-28 3750 con,/sPlit DTSIGN S'InfNGIH 3000 PSI o 2t ols rEMtt uln n)fiY rfFsatoln. Ant |r| ralrr|rt)4r:f, fil|t rnnx}I|f a<Tu u(nkr,ii II{C3S OntrXtE€ ',l(ltosoxE $llofi|l lxrx ol 1116 ltsl ntFoltt u Y If ftigtltx-D ttt otllt-fls' Sample taken from truck discharge. coPrEs xi;:l::,'t'ffi:.ffili""cture ; PCL Construction Services; Western Mobile; URS Consultants; Mr. Cary Murrain; B. Carr 't. Laudick FIELD OI]SIRVER APPROVED tlf ; Chcrr{rNortltcrrt,lnc O REPORT OF CONCRETE TEST CYLINDER DATA |s^vutl.rt'FroT'GIr,.Ioo|r[r:LI|fll'fE^'lo(tti3rtvrt,ltir't't's|4sl,|i!Tr'DAtnrc!|'rr*rM|nnoer'rrf'rornciJtxfs.*r.(rs^'rr.r'.ii|t}ttl'sx}f!ofrxTiA:ts'nogdlFtn^,roIr,or,rlrr:rirc-d'.iiidrvrdlrr.meouE!|t|||t'|qoun tll-t ur{rltt on|t-i ,fln No(Jrt]'|l ln[' rc{tl.o ]t) trl w{Ilttc. ^ E t- o. rx| rliill e.-+ or !o.n o,$- roti tra :l|tllJ^ a/9O Ur' .0" , ,l,ro ',x-dlrq blltdr n.'.1 Scl-rlrrl. To: TgWN OF VAIL JOo No.4 598 90 unrE: 7-18-90 Attn: Mr. Stan Berryman DALy REpORT NO. SHEE1 1 OF 2 P.O, Box 100 Vail CO 81658-0100 ll.lvolcE No. PRGri'.cT Addition to Vail Transportation Center. Vail, Colorado. plAcl:MENT LocAIoN: New parliing rarnp wattr-west oFexisting west wall on Line 1 BATCIJ ]ICKET NFOR}'ATION: SUPPLER Western Mobi le 106 ncKEr No.0\7026 Mtx DEstcN uo. A'rRUCr( NO. 6:37 am cu. \o. 8 TIME IIAICHE)nuE ^8RI!E) 6 :55 an TIME Pl,/fcg) 7:05 am FIEI.O TESNNC INFORMATION: TluElesrlrl<Elt 7:15 ail61rJup 4 rH. erRcoNrElT6.6:wgruNrwoclrl42,L.x;,. srreururn6S ,rtRrolp.50 JOI! Si'EClnCtnOl|s surup 3_5 tN. llR G:oMTE|n 4_gr wirE8 lDo€D AT StrE 5 rkl. Ror n,(* wH€taE crst On-Si teCYLIN]ER INFORMTION:po. or c'yuND€Rs 4 c,'rur{oE t srzE 6tt x 12tl lfME c1lJNDE rs c.sr 7 :26 am CURINC INFORL{ATION: lxrul cuRE on-site REI9 srog cE FrcrlmEs cure Box MN.,/u x. oArE/nuE AT u& 7-19-90 rr4lE 5Tpppq) 7-19-90 sf: B. Carr REr dK& AGE DAYS o^IE IESIED Tgt L torD(rrs)DUTIEIER (['lc'rEs)^REA(sa. rN,) couP. sTn. (PsD TYPE OFnr crunE 6TUNDERwaolfi (r.rrs) GI1JHD€N UN]tr WOG{IT (Pcf) 28 r. 28 !. 26 t 7-25-90 8- 15-90 8- 15-90 8- 15-90 97,0.O0 6.00 6. 00 6.00 6. 00 2.8 -28 28.28 28.28 28.28 5430.conical oEstcN sIn€NcrH PSt o20 B\)63000 rEIs gy uDqq lofir f'FttsatDrfl. tnf [t ,at{rlor.'|cf finr lrri't r(:frrrf Asnr ull]rxx tnrtEl olrllf,i tsf, llolfD sor[ loDrur^x]{ oll lllls llsr fir-nofll lr Y fi- F,|(MOCO fi OltlL.ns. PROGIIESS REPOKf: Sample taken from truck discharge. coP,,.s Iil:i::"T'lbt::,ffiI'"cture ; PCL jonstruction Services; URS ,ionsultants; B. Carr T. Laudick FIELD OBSE NVER APPRO\@ gT '4r!llq tngt|d. nr{ ScLrlLl.Chc;rtlNorthcrn,lnc, O O REPORT OF CONCRETE TEST CYLINDER DATA To: T'wN 0F vArL JoB No.4 398 90- DATE: 7-18-90 Attn: Mr. Stan Berrl'rnan DALy REpORT NO. SgEEf 2 OF 2 P.0. Box 100Vail C0 81653_0100 tNVotcE No. PRGIi:cT Addition to Vai1 Transportation Center, Vail, Colorado. PLACIMENT t-OcertOHl St"n footinr, from fines 1.j0 to j1.9 IIATCiJ TICKET INFORMATIONI SUPPLTTX Western Mobi le IME 8^Tqlq) mucx No. 48 LLz47 an TcKEr Mt,011053 uu oesrcN r1g.A cu. n. 8 nME ARRwED 12:10 Pn iluc Pr.AcE 12:15 Pn FIELD TESI]NG INFORMATION: TluE -Ef TA<E}| 12:25 SLUup4.o tN. AR @NTEltT 6.5: wer uNn wEcrrf 142.3 pct. srJ,tPLE TEIP. 70 ln rotP. 80 Jolt :.PecncAllol{3 suuup 3-5 lN. ArR coMr6n 4-8;r werrn looeo el sm 0 rbt. no/wrKs E CYLIN DE'I INFORI.TATION: rfo. c-- c.njNofRs 4 rrl, oot srz[ 6tt x 12tt nME c'LrNDEns c,rsr 12 : 35 pn wHEnE o\sr on-Si te CURIIiC INFOR}IATION: NrnAr. cuRE on-site RE-D sroRi6E F^c[rnEs cure box ur1./gr;( o rE,/nuE Ar u& 7-19-90 Ir 15 :;TRtppg) 7-19-90 or: B. Carr REI RXs: AGE DAE; (rlE IESIED TqTAL LO^D(rrs)D|^r|EIrJI (NCllES)AnE(sa. N.) @uP. sTn. (f,st) TYPE OF TIIACTURE GAUNOB wEoffi (urs) cruNo€.R UNTT WDG|IT (Pcr) 28 li 28 ;i 28 'l 7-2s-90 8- 15-90 8- 15-90 8- 15-90 94, O0O 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3330.coni cal DEsrcN sIn€NG'rH Sooo Pst o 20 D '/s PROGIESS REPORT: rErs rf L{xn roF trfisd|rrn. ,af w |.'ltnorr|cE r,ll|I rt'ia| lc.attf anu lf.Inrri lrt4l=t on|f,rl{ErE tl()lfD sout l$onu^llotr (t'l tlrls lLJr llt t{)nr U Y fi. rft'v|fit ttf on[,Rs. .nor;r Michael Barber Architecture; Anderson Q llastings; PCL Construction Services; URS Consultants; B. Caaf' T. Laudick FIELD OBSETUER APPRO\ED t'f \3AgUT,u|r'ro[GTrHron[xIirIr(F|mtt,Jnd,ttlt'v'.!.||lR'FI'fF^,rf:ltmr.n].'Altl[fo'flDl','l^tFl.d'fFt.'0ffmc|[rB.rb'.t'.:(I^rrr.Fr5'.ll|E|l'.llF6oF'xlFA:rsn'qoqt|G^,'oorroun,tr.<xli..i.'iiiliairirrinri-ori'||trltl|xrF|t('.,:OlrF|Inir UmtS:E On|tl ,nMrP{JrtXlS |,rt lcrtf,O lO lrl trllllltlc. ^ ,b.hr- or t'..l f flf f I r'-r !r co,lrr,*. .o.n $r. cafl ll^ a/eo ,-.1 Chc,rONorthcnr,lnc O o CYLINDE 'rr-rru..t lj!!!fft ..d S.l-u.|. REPORT OF CONCRETE TEST R DATA ..'o,:q Michael Barber Archi tecture ; Anderson Q I'lastings; PCL Construction Services; URS Consultants; ^s^ut'.ut.'tlt|q[GTl'{It.:l|f|.T:LT||IF|nE^,rr(l,isr|.vftAlirF''rrs,r(srmqrtrDAlIfro''|''{'.lW..-rrdrfmr(rdncl|l.rllf'|o.::,'^|t9l'.ll!f,''Q|t'lx'tlonfrt'rA:Ern.|rloQllGU|f,'l'ounrtrrli'.ri'.iiriim,io}trorrr-our|r'|ltl|f&qourun.) url|.:rB on|[.i ,an llt(jaDfls rn( ,c{lto lo ltl lllllllllc. a .'r-i6- of rrrl if tHl e'.rr .. .o.nF,,t- lo,tn Lc. C!f,ltJA a/eo ru: ToWN OF VAIL JOB NO.4 398 90. DATE: 7-17-90 Attn: Mr. Stan Berrynan DAtLy REpOKf NO. SHEErI OF 2 P.O. Box 100 Vail CO 81658-0100 lNVOlcE No. PRGJ:cT Acldition to vail Transportation center. Vail., Colorado. : Footings on Line 89 at Lines 33.5 to 36.9 ll TC,'l TICKEI INFOFI/ATION: suPPtjER Western Mobile lItt,CK No. nME rArcHED 5:51 an 1611s1 pe.010990 TrllE ARRrlc) 6:1,1 , X DESTGN lro. A am llUE PtrAcE) FIELD TESNNC INFORMATION: I11E '.Esf 1si/(F/- 6:22 arnsluup S%AR CONTENT 6.GVET UNII WEG|T --pcf. SAIPLE TEIP. 68 An fBrP. 40 lhl. norA Ks:AIR CONTE}II 4- g I WAIER ADDED AT slIE - CYUI. OER INFORI{TATION: l|o. o: c'yuNDERs 4 (.tl nDEH stzE 6rr x 12rl 'lrME cruNoERs GASI 6: 35 am WHE IE c.csr On-Si te CURlllG INFORI{ATIONr lMtul- cuRE on-site Ran sroR cE FAcrLtnEs Cure Box MN./I4N(, o rEnuE Ar u& 7-18-90 OAIE :J-TRIPP€D 7'18-90 F/: Bill CATT REII^RXT Ps|o2A D \T conical28.28 28,28 28,28 28.28 105 ,000,6. 00 6. 00 6 .00 6.00 7-24-90 8-14-90 8-14- 90 8-14-S0 lE IS glr lrllldUl0Rt rtFSO.|rn. rnf N LrxttD rrcf v|Tnl Atlfl t2vrl a<lL le]rnDs l'trlcss onltxlvE€ lotED sollf, $ltl,nr ln| otl lllE lt-sT f,uro|rl u Y r[ moru@ ln on(J|3' PROGRESS REPORT: SampLes taken fron truck discharge Bill Law T. Laudick FIELD OSSEFVER APPROIED t'f '^.-rllr.|g t g&l*r r4 9cl.dhl.rcntlNorl.hcrn,lnc O O REPORT OF CONCRETE TEST CYLINDER DATA ,cl TO: TOWN 0F VAII JoB No.4 398 90 sa1p77/I7/90 Attn; Mr. Stan Berryman DAtLy REPORT NO. SHEEr OF zP.O. Box 100 Vait CO 81658-0100 lNVolcE No. i!gECI--Ad4i!ion to Vail Transportation Center. Vai1, Colorado,PI CEMENT LOCAI|ON: Fo I]ATCH TICKET INFOR}'ATION: SUPP-JER Western Mobil.e mucK No. 47 ncKEr M). 01000 uu DEstcN Mr. A cu. ro. 8 nuE uTTHED 8:21 am rME lRRrv€D 8:36 am ruE PLrcE) 8:40 am FIEU) TESTING INFORMAT|ONT TIUE IESI TAXEil g;gQ 3p3LUUP{.Q l}1. AIR CotflENf 5.2; WEr UNII wEGtr-- pc{, sAl/PLJE IEMP.67 AR IEIP.60 JOlt sPEClnCtnOlrS sgJup3.s tN. A1R coNTg.tT 4-8 X WrrrR ADD@ AI slTE 8 *'. Ban^Rx* E CYUI IOER INFORIAATION: NO. ( F CYIJNDFXS 4 cmjt{oo{ srz[ 6 x 12?r llME CruNpElrS CJ\Sr 9:00 an iltlERE C,\5r on-site CURI.{G INFORITIATION: It{llul. CURE on-site Rn n 51oRAcE F^c[mEs Cure Box MN./Irr\,\. 0 TE7nyE AI t A& 7- 18-90 IrAtE srntppg, 7-18-90 0y: B. Carr nEr Rr(s AGE IAIT; II^TE IESIEI ] TAL LOAD (rJls) D|^MET.N (rlrctrEs)^'lEA(sq. N.) @r.rP. sTR. (PSD TYPE OF FR^CruR€ CIUNDIR WE,0+'lT (r"8s) CYUHOER UMT Y/EICIIT (Pcfl 28.J 28',t\ 28 i{B 7-24-90 8-14-90 8-14-90 8- 14-90 107,00-0 6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3790 coni:ca1 _ nesrcu srnrHrnr 30-00. pstozo orvs tEsl:t tt u&n rofir rtastaDtfl. Arrf lI |.tr|.|o llct rrnt lt'rr1fftl A<tv rrf-llnrrs In{l:ll 9Dttftusf, lorto s{)uE lMornAtl()ll otl llll5 ltsT f,tFofit ruY llL ttswlotD ItY olllLEl. PROGRESS REPORT: Sample taken frorn trlck discharge. ,-^D tre Michael Barber Architecture; Anderson I tlastings; PCL Construction Services; URS Consultants; B. CarT T. Laudick REI-D OT]SERVER APPRO!€D gT It^!l'.|ut'FF(m'GTE'odrrrT:!.IttI,'rEpI'd|isfl.vrs'||!afTnfsM[s(m$froAtIlfforfiD{x'u|r'rfTl|f'ofr'..|.:.'^|TU''.|':!.,'{1|6rnsoRrxF/qt5ml{.x|FlG^,rD'rrou'.rrvrrr.ri..iiiriioiolrr.oorc-anr||t||o|,.'|'[r:oul'rln.) urtlJE qn{.i rnR^t€flrl.'tnl lnf, tcnllD I(! t'| wrlllllrc. ^ nr-nr.- .f u-l ilfUlr-. of cor4crbr to.tn .. CutlIJA a/lo Clren€Northern.lnc a ^ la,- . *[nfF]c* 't d,v,cr rrn t5. GrIlGr/| a,/ro a Comdlrr{ tn0l,|.-r otd Sd-'U.r, REPORT OF CONSTRUCTION ACTIVITIES To: TowN Attn: P.O. Vai I PRG'ECT OF VAIL lr{r . Stan Berryman Box 100 c0 8165B-0100 Addition to Vail TransPortation JOB NO. 4 398 90 DAILY REPORT NO. ll{vorcE NO. Vaii, Colorado DATE: 7/2/9O 16 sHgET l or Cente r , WE\THER CONDMONS AND IEMPERATURE partly cloudy fQts - raln showexs at 3:5O p. CHEN-N0RIH.ERN'S srTE ACIIVmES Full tine obse]vatlon and teotlng: concrete Fllabdd"iii-tli-pnnpei"ii"i-lne new warr 11-15. Excavation for new Btructurg 6aet of exlsling. Structural backflll being placed for parklng r.anp west of L-82 Liner GrId 1, compactlon teets (ll0-47). VERBAL COMMUNICATION Wrt}l coNTRAfiOR, ENGINEER. ARCI'|ITECT, OWNER. Roported-s1unp teet recultE to Denny Arnon and Les wood. see concrete test cyllnder data report. BilI Carr Steven L' Pawlak FtElD OBSERI/ER APPROVED FY Michael Barbcr Architecture 'coPlEs Attn: Mr. scott ward; PCL Constructi'on $ervices, Attn: Mr' Denny Aflnour: Anderson fr llastings; ..tllls Consrrltants' Attn: plr" l'es woo(l; Chen€Nortlrcrn C..-rlt{ [tt0ltrr -a Sffi REPORT OF FIELD NUCLEAR DENSITY TESTING a3 A r|.mn rErtGIDl lE tlrxtl I}a Prnr lx) d.x'tllfEl lll RtFotTI |{rt 3ffYtD l3 tr( cg.fr|i.xrur Fio-'frTt tl. {l-,tl dfxnl po A'D0iq/\!D{ 7ul n'tt^- r51 g. sl1lfla11.rt drqj.136 ff r11pcrt rrr! 66 ft€ruAD.tq c.r nrrofi-rs-ii:iiio'-Pditr€ -atff tElrr}l lf?i(xA- s,l,t-ct ltl I DEfol{t ff rflrr tE }lo It OoEtftE lr|-f,t amlt l,a| Era).Il ma ,arlE) tO Ua f,ntru(\ A 'r-i- r r-Fifr-lc-r d..Ean.. f-|n r.o, alfl0t 4./6 ,-. rowH oF VAIL JOB NO.4 398 90 DATE ?/?/9O Attn: Mr. Stan Berrynan oAtLy REPORT NO. lG SHEEr a OF P.O. Box 100 Vail co 81658-0100 ll'lvolcE No- PRGTEC{ Addition to Vail Transportation Center, Vail, Colorado SPECIRCATION COUPACTION & UATERIAL MTNIMUM REQUIRED IN-PI.ACE DE{STTYNOd. 95 X ES DEIERMINED BY: SPECS. UNdET 61Ab coNslnucnoN CoNTMGIoR: BSIB Excavatingresr Loo{TtoNs wERE sn FcTED sf: field tech. TYPE AI.{D NUMBER TYPE ANO NUMBER MEIHOO OF ADOING OF EARTH MOVING UNTTS OF COMPACTTON UNTTS I MO|SfURE natlnal I front loaders l-DJjusrp-Jack, I eteel wheelr 1 'IHICKNESS OF UFT a6 req. NUMBER OF P SSESa8 FeQofront loader LOCATION OEPTH OR ELEVANON (FEEr) LAAOMTOFY NELD PtRCEfi OF(mrrr€1 uNoax) om tcD SOIL TfPE lt)l NO.}/AXIMUM DRf DENSTTY (Dcf) OPTIMUM MO|SruRE CONIENI(t) DRY DENSN'Y h"r) MOISTURE CONTENT (7) 40 41 42 4i 4ll Bf W. of Grid 1 Llne 82 15r W. of Grld I LLne B2 40f W. of Grld Itine 81 3Qt W./o! Grid I Line B JOr W. of Grid I Llne B.5 6il BsG 1I BSG 2I BSG JI BSG 4f esc 136.0 136.O r35.o L36.O 155.0 5.9 5.9 1.9 5.9 5,9 L33.3 L33.8 135.9 L52.8 L32.O 2cU 5.9 6.0 6.1 5.0 97 98 9B 97 97 sJ.. sllty sandygravel ll tl CK ruU- TIME OBSETIVATION fI PART TIME OBSERI/ATION [*r ttFfiT litrt |lt q't{Ir6 tlrltlD l3 A Rf:RtrT or (rI OC* rrr5 Of trl Pucfi.txt rt l|^vt Nfljf! ol,n|r carflIrdrrn nt ooMrnx lpFtYl€ l}r itcn {).rD o<lt ctt!,rf, orqn rrro rrcrrr,tf rc ntl txritr€ rrt nurl vttrr'6di'ixifri c-rrot 1irqrvt19-or.ums' rfsns raf treDc or--r}lF' Fll l -oraY,rs €..EyED N..-:atr rD ca-nr rE qr oocfr\^:nl .rulprrlxr. rr:;r oere ed. -1ft iiFidi lr.s rtlr o"Dltlls otl wllctlltx frt€ nrl !tE! ffctfE Doxr 1}€ mrctIAR DENsoIETEn uEftrco oF IE5IING w^s t sED tN suBsT^rfi !,\ccoRD NcE wItH Asru D2ee2 Al'lD DJ{t17 PREUMIMFT OBSEF/AIONS AI.{DIOR TESr RESULTS VER&qrrY REPORTED 19; Les vJood PROGRESS REPORTplaced for new fron below slab The above tests were performed onparklng ra$B Lj-ne A2-P,2, west of Erade Jevel #J. structural backfill belnp Grid 1. Elevation obtalner .^aDrtrq Michael Barber Architectule,-""* Attn: Mr. Scott Ward; PCL Construction Servi'ces, Attn; Mr. Dcnny Armour; Anderson G tlastings; llRS Cnnsrrl trnts ^ Attn: Mr- Lcs ltlootl: Bill Cam Steven L. Pawla! FIE-D OSENVER APPRSVTD S/ Chen€Nonhern.lnc.o Co.-tirn{ t rCn-. ai S.Lfra. REPORT OF FIELD NUCLEAR DENSITY TESTING AS A rlrftr|( "i'l|rErni ro ctrun, Df pua.E t'n qIttavB, a! nftqss Arf 3t[.f8r ar Tt corDf.xnt Pnoxtl"t or ql cr-fx8 rr{t rlrll&,/IlE l rm AfE -rui c slerryonf oan,Eir ch ixnirctr-riin q r*s.ratiit oiri it fii-6 ndnrr-o 't}nap q.n r[Trl}l ,rr"rlrva- 5a?r-t3 vu & FrD c rfnr ]ElTxe rt coartttlD ul|.ft stltt t,n €olx[ lra lftID to ]a rEnr€, A a.-ir- d r.lTifr-lr..r d ..npb Fdrn l.a. C|tlqtA a/ao '"' TowN oF vArL Attn: Mr. Stan Berrynan P.O. Box 100 Vail CO 81658-0100 PRGJECT Addition to Vail Transportation Center, Vail, Colorado JoB No. 4 ss8 eo DArI.j, ?/2/9o DAILY REPoRT No. 16 sHEErS OF 5 tlwotcE No- SPEC|RCAnoN couPAcnoN t MATERTAL MINIMUM REQUIRED IN_PLACE DENSITY MOd. 95 X AS CONSTRUCNON CONTMCTOR: B&B EXCAVAI1NS TEST oETERMINED SY: Specs. LOCAT1ONS WERE SqF TED under slab FY: fieLd tech. TY"E AI.ID NUMSER TYPE AllO NUMBER MEIHOD OF ADDING OF EARTH MOVING UNITS OF COMPACTION UNTTS 1 M9;'TRE naturaL 1 front loaderr I-D] 'IHICKNESS OF LlFTas Fo{o "Junp-jack1 I etoel NUMBER oF pASsEs 48 tger wheel, I front loader LOCATION DEPIH OR ELEVANON (FEEr) LADOR^TORT RELD PERCEI{T OF(RE Trq uDou|I) osr tE) SOIL Tl?E lLSl NO.[1N(MUM DRf DENSMT (pcf) OPTlMUM MOISTURE CONTENT(r) DRT DENSMT (p"r) MOISTURE CONTENI (x) 45 46 47 45r W. of Grld Llne BI l0r W. of GridLine 81.5 5f W. of cridtlne A2 5' Bsc 5r Bsc 7r ssc u5.0 155.O 155.0 5.9 5.9 5.9 L33., r30.0 L32.L 5.7 6,1 5.9 9B 95 97 eI. e1lty sandygravel EL FUI.I- TIME OBSER/ATION D PART TIME OBSERI/ATION nGB itFOIT Piflofi:t r r|tt toruD rJ A r6ltt or o|Ji ocr.nrern.3 a|f nl pucf,lrt]{I. rf 1t4,dt iflltD OtI r € CornacrcR fit ooafltlu€ ,PPlllrlo Ifftco ooE| ca.." cttrt t]rn l lr(r lo|snrf, m ru o|rRt|8 n|( nrt r|{x qr (|Fxvrn 6 rlgt (nlfi!ff€ efr^Ils|s, rfsr rat r+oq tr nf rlt[ otY As mr.vID xEcEisrrr l!|-c.n-ri^rt qr c.efnnr: ,rtl!.o/txl. rtst ottr mt rrx llf, lqi ! j! tB onNxt.s ol Yl]lEDnt n|E n[ rEE ''fctfE^rxr{ THE NUCI.EAR IrOrS0ltEIB UEtltOO OF TEsntF W S uss' tN S{,BSrAXIUL ACCOROTNCE lYrIH A'5IU 029e2 A]lD DJO17 PRzuMr{Afifr OBSEFUATIONS A}lDlOR TESr RESULTS VERBAIIY REPORTED lO: Les Wood PROGRESS REPORT ,..,orFe Michael Barber Archi tectulc,--"* Attn: Mr. Scott lttard; PCL Constructlon Servlces, Attn; Mr, Denny Arrnour; Anderson & I{astings; llRS Cnnsrrl trnf s Af f n . Mr" Lo< $Ionrl' 8111 Carr Steven L. Paulak FIELD OESENVER APPRWED BT Chen€Nonhern.lnc. o Co.|rrt |rf C^el|gr .il SC-ilr. REPORT OF EXCAVATION OBSERVATION To: JoB No' 4 3s8 eo oxe' 7/2/90 TOIVN OF VAI.LAttn: Mr. Stan Berryman DA,ILY REPORT NO. 15 SHEEf 4 0F5 P.0. Box 100 Vail CO 816s8-0100 ll"lvolcE NO' PROJECT Addition to Vail Transportation Center, Vail, Colorado D(CAVATION FOR:16, f Oil x Jr$n footing LOCAT1ON:Ltne 89/30-51.4 D(CAVAIION BASE ELEVATIONS:8158.5 l,lATERl l.S D(P0SED lN B sE(S) OF D(CAvAnoN(S): e3.lght1y eilty s andy graveJ. RE},4ARKS: Natural undisturbed materlala were observed at the botton ofthe footing excavatlon. Area is acceptable for rebar placement. VERML COMMUNICAITON WrT|.I CONTRACTOR. ENGINEER. ARCHIIECT. OWNER: PROCRESS REPORT: Michael Barber Architecture, COPIES 1g1n; Mr. Scott ltrard; Anderson 6 llastings; PCL Construction Services, Attn: Mr. DennY Arrnour; URS Consultants, Attn: Mt. Les $loocl; Bill Carr Steven L. Pawlak RELD OBSEF/ER APPRCryM TY as A gultlrt Pionttrxtr lo crrxts, n|{ prru-E to o(rfsttw!, aI RfFolIs rff grrlfIrD at nf fsflL)flrr Ptlo"frf f oof (lfxr:l. |lo arl}ofzrrDa ri ntr^-|t't05|^n!trE'ur€lu5{r60tl'rnucts'hr(fitlll,(,|l'|cl,t|rltof|3rj&5.|l1/tDPrIulpqlrn|[N}a'('A.s^r.,u5rU.EDtlFcr*trT:o uattS! olll'| lri^aa{Irarflt ^nt r4rltrl, lo rx tlnl|Dq ^ rrrtr c r'.[HU lr..r .r 6.iFJ.. rd[ rb. Crf tO5 l/ao Chen€Northern.lnc o Cdrrl|ltt tnrh-r lta Sdtllir REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS ,! A l|rn & tFErE E q,rxrl llrz ttf,t ao qtrtlEB at [tq|:r rrE ltfrlttD As nf ooruxrul Fieftt'r f d,l crr'''E 'lo- xmeltD' tln inra- rxx c' tralrr:rflt oo(rlaor (r orrlclt irorf or rcA iF otr rrnafr-n-ifrfr'-triirn-q-n -rtrrDt ,?[orx- s lrtg rrr" E altirrD or rrttl lE tlF 13 oo,r.lEllIt t a.Et o|rat,*rrtr'|lt,f, nlD lo rl rrTr[' ^ ir.r.- r tlTfrTi-lr.r .. ...r.b 16 t.. CI:l lX a/to TO: 19ryp OF VAILAttn; Mr. Stan Berrynan P.O. Box 100 Vail C0 81658-0100 JoB No.4 3eB so DA]|... ?/2/9o DALY REPORr NO. L6 SHEET5 0F t tloolcE No. PROTECf Additi on to Vail Transportati.on Center, Vai1, Colorarlo, sPsrEAlbfis $l,|p Mtn.l,iobrux t.D. A SOOO @ 3.528 days AtR coilTET 4-B AIEE}IT TEIPEMIUREstpflJn nrr$E 50-90 1EIT ML lR(rc(MI ltcxETt{).ltuE EAICHED TIUE Ifift\rED T|l€ s^|rPtE R8fix.r'lDll @IJNIE EON RE\rqrno$l @I,NIEII cotrPr.EIto{ cuBc Y sxit_ilD/ cu|ruuTvE TATER IITE oruq.di 100 or.06g2 9:01 9t3a 9:40 aB req aa reg tt 0 lESr HT surr?(nr)lrn @MEIT(D TET UilIT UMFT (Pcf) YA.O COiTRE|ETOfE- R nnE co REr ft(s 4 3/4 5.O 142.4 65 air content obtained after alr neter uas r6pa1red. PRocREss REPoFIT Test Eanples obtatned fron the end of pump hose. n DrFe Michacl Barber Architecture; Anderson q Ilastings; PCL Construction Serviccs; URS Consultants; 8111 Carr Steven L. Pawlak FIE'D OESERI/ER APPROVED FT Chen€Northcrn.lnc. O REPORT OF CONSTRUCTION ACTIVITIES ^s ^ lrrrult Fiotfcrrn ro cr{u.s,_ rF FL E n() 6ftrf,t!/r:i, ^rr tfl|Gr:r rff eflrm as n'. l.I)'|-rtr{rv! ?iJTrii&rrrHstm f;"ffiffi#its.-;ffiri F irHitrii-'i:i(irs.6 & rlliA;rr non on Ftruatr€ (rri fir_Fcnn3 ls RrJ[FrfD pfxooro q.n *flrl rfx cc.atrru ucr53 ('IlLi |xn rflrlxTs rnf, rertr lo lH tR|lrxr. ^ '|-r.- .a r,. I lllll lg'tr o. ....r'or. frrn F.. CLal@A a/ro -.=i I corrrtrlrr tncl.t-. .'td sd.{,r|. - To: To,uN 0F vArL JoB No. 4 sgs 90 DATE: 7/3/90 Attn: lvlr. Stan Berryman DNLy REpORT NO. 17 SHEET I OF 4 P.O. Box 100 VaiL CO 81658-0.100 lWOlcE No. PRqJECT Addition to Vail Transportation ientcr, Vail, Colorado WEATHER CONDmONS AND TEMPERATne partly ClOUdy, 7o16r p.n. ral.n AhOWerS coNlMstoR's coNsIRUcTloN ACIMTES PCL will be wor[lne 7/4/90, but no activltl-_9.8_ !i"II requlro Chen Northernrs 61te coverager PERSfi.INEI-: I'IAIOR EQUIPMENT: ACIMNES: .HE*-NSRTHER'1.5 SrIE AcrMnES . n1f! !1me observation of excavation for new- park--ffi'g'r:iriit-footingEr weet of crid I wall; compaction teeting of naterlalat bottom of proposed footings, El. BIBOI through 8t76t. B&B contlnuesto excavate for new bulldlng site east of exi,Btlng structure. Repalre have not been conpleted to e4tt and 12rt Ee\f,er llnes in excavatlon southof A Llne, Leve1 Onel Staire 11. No structural f111 BLacement planned until B&B excavation in level Onel Stairs lI repalrs or replaceatheir rollerr Attended proJect si.te neeting. VER&qL COMMUNICATION W'TH CONTRACTOR, ENGINEER. ARCHrIECT' OWNER Michael Barber Architecture,COPIES Attn; Mr. Scott Ward; PCL Constructi'on Services, Attn: Mr. Denny Armour: Anderson fi llast i ngs; UllS Consrrltirnts, Attn: MI" Lq!-,!!qq! B11l Carr Steven L. Pavrlak Ng.D OBSER/ER APPRCA/ED FY Chen€Nonhern.lnc.co'r/tlro t,|{|t-r -a gdib REPORT OF FIELD NUCLEAR DENSITY TESTING AS A |l nl|( trrtctEa D cttr.tl nf PtlE lto 0,t'rl\fE al 8f]F(ItIr lii tfrmD rt nr o(l.uxlr.l Fic|nrTY (,. dt q-Drll ,r'to ,ttDotq^ln' ll tt'||'E - trrr c. srlrfro'fL ctrq.rrlrr€ o( rrrR crl fnorr m a€ornooro o.n rrrtrs- s-lisinitp -rtnmo crn rrrrDl lPPr(l/A- Srlr'tf3 wlr E o(FqrD 0F lfirr fErt{l It co.rilnD ural df'rt ,#frnaofTl ttf ,ftrD lI) n *fltt c. ^ 'r.tt- , r.[TiFl c..r d ...Ta,b Fd|' r|a C|IldtA a/ro JoB No. 4 3gg g0 DAre ?/ygo DA|LY REPORT NO. l7 SHEET 2 oF tlwotcE No. PRGJECT Addltion to Va1l _Transportation Center. VaiI' Color To: TOWI,I 0F VAILAttn: !1r. Stan BerrJruan P.O. Box 1OOval.l 00 BL65B-o100 sPEc|nc^nox coupAcTloN & IiATER|AL M|NIMUM REoUIRED tN-pt-AcE DENsry 98 r As DEIERMTNED Bf: Aslll"l DI557 CONSIRUCflON CONTRACIOR: B&B RxcavatingTEsT LOCATIONS WERE SFIFCTED BY: fleld tech. TY"E A.I.IO NUMBER OF EARTH MOVING UNTTS T\?E AIID NUMEER OF COMFACIION UNTTS MEIHoD oF ADDTNG MotsTRE natural t hoe Junp-Jacks THICKNESS OF UFT NUMBER OF PASSES a6 fPQo r?Qraa2 LOCA]ION DEPTH OR ELEVA'IION (FEEr) LABOR^TOFTY RELD PERCENT Of(Rsrnvfltu)or{x) OSTAIGD SOIL T]?E IEJI NO.lil$(MUM DRY DENSTTY (pcf) OPnMUM MO! TURE CONTENT(t) DFY DENSMY (pcr) MOISTURE CONTENT(r) 46 50 50 5r 49 5' W. of Grid ILlne 82 32' W. of erld lLine BL.5 44r W. of Grld l,lllne 81 | 44! W. of Grid lLlne 81 42f Wr of Grid lLlne B 6160 81zg 81ze Stzo Btz4 L36.o t36.O L36,O 1J5.o t36.O 5.9 5.9 5.9 5.9 5.9 L35.o 1r4.L L32.4 L33"5 L3t.6 ?.6 6.9 7.2 717 ?.4 99 99 9? 98 98 s1. sllty sandygravel Itt? tl Er FUII TIME oBsERvATtoN t] PART TIME oBsEFvATloN rlc; irF(lt PicD{rt efiD6 tqiID a3 A lfslnr oF qrn 06 \r^rnE (r nll Ptfcfi.E|fl. rI }r^Yf ffiutD ('{ lu€ o'ttrRActo( m oox|l{,€ 'FFLYrp rxr F€DIra{tE, q6r" cltwE tttDtrr lttlr u6r|- { m nL! orrinro nt lr: rnor'oln fox*-r ts rl('I qEEivtt(l ef,rutrots lEsrs ,laf lt^oc oF ff tat otY rs tf,llEwn ndx:sfir ro-c|r-men ori rtrxr:ntrs luinxtL nsr or ^* -ioi iE-irt Brss rm oP|rxtrs 6l w}lElllt' nlE rltr llcrJ llPtcttE tp'!. lHE M,CLEAR D€l{SOrErER UEI}tq) OF lESn C f, S USED tN S{rEsrAfiUL ^CCORIUI{Ct wrH AsIn 02992 A}lD DJO17 PREUMIMTT OBSFfiT/ATIONS AI.ID/OR TEST RESULTS \ERBATLY REPORTED TO: LES WOOd The above testoin structuralexiettng wall PROGRESS REPORTbelng excavatedparking ranp at were performed on botton of step footlngsf111 placed 6/30/90 to ?/2/9o, ior new on Grld 1. fliacnael $alber ArcnLtecture COPIES Attn: l{r. Scott Ward; PCL Construction Serv.r Attni Mr. Denny Armour; Andereon & I{aetlngs; TIR^q .Consultants- Attn r Mr.- T,cc Wood Bill Carr Steven L. Pawlak FIELD OBSffiVER APPRC'VED Sf Chen€Nonhern.lnc.Co.!r ht [||d'5 oJ t-lrar REPORT OF FIELD NUCLEAR DENSITY TESTING at a t^rnt l rtto|tf,qrt| rtt ct|ltats, llf Ff t tto qJi!E"\|EL aL rf,Frrrr ,rt; lr.lraT|tD AS nr CutDfx|ur PieriTt f qt q.ExlL 4to M]6zrtrr r'i ^rtra_ 1,1 31. 3t1rot51ar:, o6firr1gq6 m rxr1ricxt m91r m Rfg irr.o q;1 rr.rin- f,ilsii*l'-rdi$€-arn -ilrnot llrPiora- 3$rt-(! ;lL E Dlg[-D (r r']rr lE r]€ tt dttIIE tl.-r oDrt tirilrofll t f ,atrrD to w ln|fl||(r ^ 'tir.- d rr GiE-]g..r d o.,4o'r- F 'fl ra., OIlqtA r/io To: TOWN OF VAILAttn: Mr, Stan BcrrJmanP,0. Box 10Ovall c0 81558-0100 PROJECT Addltion to VaiI TransDortation JoB No. 4 f9B gobere ?/3/9o o .rLY REPORT No. L7 SHEEI 5oF4 ItwotcE No. , Center' Vall. Colorado SPECIFICATION COI|PACTION & TaATERIiAL MINIMUM REQUIRED IN-PI,ACE DENSTTY 98 CON51RUC1ON CoNIMCIOR: B&B Excavatlng xAs IEST DETERMINED FY: LOCA'IIONS WERE ASTM DT557 SELECTED Bt': field tech. TY?E A^T{D NUMBER OF EARTH MOVING UNTTS TYPE AI.IO NUMBER OF COMPAC'IION UNITS MEIHOD OF ADDING MOISTURE natural hoejunp-Jacksl THICKNESS OF UFT 46 raQr NUMBER OF pASSES &8 leQo2 LOCATION DEPTH OR ELEVANON (FEEr) LABOR^TORT RELD PERCEIT tr(Rorlil€1 uN0u{x) OSIAICD SOIL TY"E rt)l NO.[IN(MUM DKY DENSTTY(pcf) OPnMUM MO|sruRE CONTENT(t) Dtr/ DENSTTY (Pcr) MOEruRE CONTENI (7) 52 52, 5Br W, of Grld I Line A1.5 5Br W. of Gr'ld I Ll-ne AI.5 BL?2 7281 L36.O .O5t3 5.9 5.9 L32.L 1J4.0 7.O 7.2 97 98 sI. s1lty sandygravel d FUIL TIME oBsERl/ATloN D PART TIME oBsERl/ATloN llti ifFdlt piolxr:r q' d'lt nn|Il rt l ndJLT tr o(|i a3rFrarrfGt (r flt ptrcatrfxt rE lAw NaID olr n|E ool{|n cllx Io @a{It{Ue IEYfiC l}f rtErraE@ o|rr'r,rc'r$/f I'roil ^,ro refl\rt{ r!, ntt p..rnflc nrt ruw 't x dih'irivii c-not ocfirnt o-(F lltxllt rEstt lif qof tl{f {r!-oaY Lr rrryr.D x(lfrrrrr ro c Lm rE q.n (Etrvrn rrurot-rf,M. rrsl oere r* lpi irr -iii ar:a'nn qrrcns an rr€'ltltl ntt tlt. IEt: sfcrpAlnc' lHE mTLEAR DotaSOr|ETER UEtHCf,' Or TESnt{C W S l,sg) tN SrrBSra{IuL ,ccoRo ilcE rtrlH Asltl D2902 Ar{o 03017 PREUMIMT/ OESEF/ATIONS AI.IDIOR TEST RESULTS VERBATLY REPORTED TO: LCS WOOd PROGRESS REPORT l.{ichael Barber Architecture COPIES Attn: Mr. Scott $tard; PCL Conet. Setvices, .A,ttn: luil. Denny Armour; Anderson 8. Hastings; [fR.S finnntrl tsnt-n- if.t-n. Mr'^ T.en Wood Bill Carr Steven L. Pawlak FIEU) OBSERI/ER APPROYED EY TO: TOIIIN Attn P.0. Vail PROJECT OF VAI.L Mr. Stan Berrynan Box 100 c0 816s8-0100 Addition to Vall Transportntion Center, JOB NO. 4 398 90 DAILY REPOFI NO. tls/olcE No. Vail, Colorado DAIE 7/3/90 17 SHEEr 4 oF D(CAVATION FOR:step footlngs LOCATION:Fron Grid 3L-32-34Fron Grid I to ZJt W. at Line A1-A1.5 El. 8176t O(cAvATloN BASE ELEVATToNS: Bl52.O9t to 8157.89t l,{ATERhts EKposED tN BAsE(s) oF D(CAVATIoN(S): Natural undisturbed materlals rere obeerved at the botton of footlng-excavatlone and appears acceptable for EuBport of the recoqnended bearing preasure. REIIARKS: These pad areae are sultable for rebar placenent and fornlng. VERBAL COMMUNICATION WTTH CONTr{ACTOR. ENGINEER, ARCHTTECT, OWNERI PROGRESS REPORT: Michael Batber Architecture, COPIES 411n; Mr. Scott Ward; An<lerson q llastings; PCL Constnrction Services, Attnt Mr, DennY Alnour; URS Consultants, Attn: Mr. Les ltlood; S1I1 Carr Steven L. Pawlak FIE]-D O8Sffi1iER APPROVTD FT Chen€Nonhern.lnc Oo,t {ffE Eqh.-r .ia LL.|ltL REPORT OF EXCAVATTON OBSERVATION a A yunrlt piofErrrl ro arrar:r D|f n.rt-E t|) fJitft\,t!, at fcfnt rr|f srn|ntD as D|E corrlx|ut Pro"ft(Y of qJi clrxnl l) arrKrullDt rq nrarA-trtt Ot slttlvtrl!' .xlct tEItGl ('t frlt*ls t|r0l (rl tltq t!t.| drR ,rt|,ufllS !i Ltlarrtt0 |fttuoL O(,l trllfra ta'?i(rA- 9frtIt YU [ DgCft t ffIt IIJXI Sqrftllto tt(rlr on.r !6{IIrxTt lrr€ lgttlD lo || lt! uL n-r.- d r.fttfft lr-t .. .o'Foi.. fdir rb. Ct-lot a/io Chen€Northern.lnc o a con-'r'r{ tnel""' o'!d sd-'&t' REPORT OF CONSTRUCTION ACTIVITIES |s A l^mlA! ?nortc.lDr rD qrxr! nf, RttE l,O o||lItttr:. al irr.o.lnt |a€ lr-frrtrn as nr coftrfNtt t F|FFrtY (t o(t o-arnl l,O A.'niaualDl tr|'? ttrll o- ,r : fAmar.rs cottus6 (r rxti,rajrt riota on ffuari.o on aecrrs-s nr:r-r,vr-o rrtxoro qn rnnnrr imiore- sltter rrtl lE DsT qr! (r rmt [:!fto 6 oor?ur|tD rt{Ist onat r^rqtlx'll lrlf, l&tl, ]o !{ rTnlr{l ^ ,r-'i- ., r'.[Tii-n-lrz-r o. E-.r'-. fctt| l|.. CLtloz .|,/CO To: TowN oF vArL JoB No' 4 596 99 DATE: 7/5/90 Attn: Mr. Stan Berryman DALy REpORT NO. 18 SHEEf tOF 2P.O. Box 100, Vail C0 81658-0.100 lWolcE No. PROJECI Addition to Vail Transportation Center, Vai1, Colorado WEATHER CONDffiONS AND TEMPEMruRE Dartlv cloudv. TOrs CONIRACTOR'S CONSTRUCNON ACTMTES PGNSONNE.: MA}OR EOUIPMENT: AGTMIIES: cHEN-NoRIHEml's srrE AcrMIEs Observatton of excavation for footlng pad Level One, lnepection of relnforclng steel being placed for new wallcaBt on exietlng A l,lner Grl.de 11-12, for steB footings wlth elope of new parking ranp at exlstl.ng wall on Grid 1 for footlng pad Level one.Retnforclng steel not compJ.ete at footing ne{r ramp and pad Level 0ne. VERBAL COMMUNICATION WITH CONTR^CTOR, ENGINEER. ARCHNECT. OWNER coPrEs Xt;li""li*:;.t"fillli"'"'"' PCL Constructlon Services, Attn: Irlr. Denny Armour: Anderson fi llasti ngs; ljllS Consrrltants, Attn: Mr" Lc! ]!qq!! ; BilI Carr Steven L. Pawlak NAD OBSEM/ER APPRO/ED F' Chen€Nonhern.lnc,Cood ,|e ftt{trr .|ra Sd.ih. REPORT OF EXCAVATION OBSERVATION To: JoB No. 4 sgg so DATE ?/r/9oTOIVN OF VAILAttn: Mr, Stan Berrynan DAILY REPOF1f NO. 18 $EgT 26p ? P.0. Box 100Vatl co 81658-0100 l]'{volcE No' PRGJECT Addition to Vail Transportation Center, Vai1, Colorado D(CAVATION FOR:Footings Pade LOCATION: Level One E(CAVATION BASE ELEVATIONS: B15Ot I,IATERI LS EKPOSED tN BASE(S) OF EXCvWATTON(S): observed at the base of the footi-n6to support the reconnelrded bearing Natural undlsturbed materlal were excavation and appears suitable pre6Bure. RE},IARKS: \IERBAL COMMUNICATION WTTH CONTRACTOR, ENGINEER. ARCHTTECT, OWNERI PROGRESS REFORT: Michael Barber Architecture. COPIES Attn: Mr, Scott Ward: Anderson G tlastings; PCL C6nstmction Servi ces , Attn : lt'lr. DennY Arnour; IJRS Consultants, Attn: Mr. Les Woocl; BiLI Cam Steven L' Paulak NELD OBSETi/ER APPROYED F/ as A luTr.r L PiTClEi lo oIlJrs. lli( PUrrr {o outastlt/f1 tt! tlFrriE ,rf ctfif[D a! nt€ cotfrrltT! L ptroafirY (r cui o rxE ,ro ,rf]cloltDa fri FUotra-tr'|O5l^ttl.t,l|1L{rQt,!rt6o{llrrAc|JfK|.l|*tN|o|,tt'||qJ8krxjtlly6ft}.'MDt.fxq|.j(I'|n.'tllxt,Flo/rr.5^|.t,ft5lll!&06r!6u6-|f'f'ln5|t6(rrlttT[x urat5i ollrt l.r$ar.rl"Lxrt ,irrt rdlttD Io Da ||ro||flq ^ 'trrt- of r.[f f *f lr.,r .a o..nrc{.. f.nn llo. c|ftol l,/ro CncndrNorthertt,lttc O O .,.-,,uq b,n'*, n.r, s.,-,,.,. REpoRT oF coNcRETE TESr'availlorlo ooro rv: TgwN oF vArL JOO NO.4 398 90. DATEI 7-12-90 Attn: Mr. Stan Berrynan DAJLy REpORT NO. Sgggf lOF 3 P.0. Box 100vail c0 81658_0100 [{votcE No. llqLEqT Addition to Vail Transportation Center, Vail, Colotado. -OCATION: ---- Footings for New Stnrcture, tine 8.9 from Lines 30 to 33.5; T]ATCH TICKET INFORI/ATION: suPruFr Western Mobile rRUcK No. 44 rcKEI llo. Q108641u oesrcH po- A cu. m.8 nuE BATCHS' 5:27 A.M. nUE ARRTVED 5:50 A.M, TluE PUCq) 6:00 A.M. FIEll) TESflNG INFORIvIATION: lluE TEst T^JGil 6: 15AIU sLUUP 4 cornur6.2 : rvEr uNtr wgctlr CoNIE}{r 4- 8 I wArER ADD@ ArsurlP 3-5JOo SPEC|nC nOt|S pcl. g lN. lN. IJR i\tR sm sAIPlr TElrP. 70o An rrlr.630 rj.r. Rol,rRKs 16 of 120+Yd3 CYLJNOER INFOR},IATION: lro. oF cllJNoERs 4 on,Ir)Et srzf (r" x 12rt 'llME cruND[Rs c^sr 6 : 28 A.M 'wHEnE c,\tr On-Sitc CURING TNFOR}/ATION: lntluL cuRE on-Site flELo sIoRAcE F/rcrtrrEs Cure Box MN./M G o/\rE/nuE Ar u$.7-13-90 o^lE SIRIPPE 7-13-90 llY: B. Carr Ror RK& ACEol5 OAIE IESTE) TUrLtOD (u!3) I'AMflEN (D{Cfirj)Nlr(so. rN.) couP. $n. (P6D TTPE OF FII^CIURE CYUNDER wElol{r (urs) CYUNDfJI uNtt wfic,r (Fcr) 74 28A 2BA 28A 7-.19-9.0, 8:g=90. 8-9-90. 8-9-90 87, 000 _129, 000. 128, O00 12 5 , 000. 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3080 4570, 4550 442o con/shear con/shear con/shear shear o6tcN sIn€NcIH 3000 PSIo20 D ls rEsIS Uf l,|rqultt6f ',fF filtrn ^ft fatlrto rrcE wlnl lrr't r:/r|ll aql! !'.1lloD6 trlltl:3 onlltrI\?E llolfD louf, unlxoarxrx (xl tllr; lls' rulo{rt r Y fl: Pfi ax, Itf ollllJls' PROGRESS REPORT| Sarnple taken from truck discharge' ..nortrq Michael Barbcr Architecturc; Anderson € llastings; PCL Construction Serviccs; URS Consultants; lt^UmlutFrwrqr'.tonr'{:t.n[t'lfExoot|F3'|'!r.AL[l'YFrTs|,[:''lnitntr'Al||rro'f'D|l|Tu|.'t'tt(r'r*rr''rlr9^tt9l''|l3f''|c1|,:it'ttonrxnA.Jsl'll')uon'|c^'{'lroo*"'..ofi..i'.iliiilrriri.nrr,nrr,cbl 4t)vnlrut uf{lJl3 ont, |,|FAqltxls Ant r.Jruo to lll tRllllrc r 'Etrrt- or rrl iiirr-lg-. or ca'iponr- 7G6 }|o. cr.el IJA a/eo ChcntJNortlrcnr,ln* O 'a,FlU.4 btlt'r 6tr, 9.1-rl).1. REPORT OF CONCRETE TEST CYLINDER DATA ts^uunNr'.'[cf|lroctr[T:t.n|fF|fE^,|o0Fsrl.vt-\|l|"N'm|tf^'t[3lDi]itr'oAtll|fc,r'lrx'|l1^l-.j.|m..rrfrrno| It sttftl{trrs. anr{l tr:irtrF o[ rntra:ts Ittltll dt nG r()rfr.l 4ouFut nl' t r4r.:l|l on(l ,Nn^t(f,)atxrs lrtl' rcatlo I(l ol lvHllulc. I nrt*- .. *ljj@r'-- .r co.rir.,,r- rca'r llo. CYClltA r/to TOII'N OF VAIL Attn: Mr. Stan Berrl'nan P.O. Box 100 Vail CO 81658-0100 PR0TECT Addition to Vail Transportation Center, JOD NO. 4 398 9.0 DAJLY REPORT NO. tNvotcE No. Vail , Col orado, DATE: 7-J,2=9A SHEET 2 OF PIACEMENT I-OCETTON:Footings for Structure, Line B.9 from Li.nes 30 to 35.5;New BATCH TICKET NFORMTION: suPruEn Western Mobi le rnuq( No. 6:32 A.M, 46 ncKEr lKr. 010877,,tx DEstcN lK,. A cu- yD. g I|UE I8RNE) 7:00 A.M. llrrE PlrcED 7:10 A.M.TIME IIATCHED FIEU) TEST1NC INFORMATTON: IUE lEsr rrxE T:20AM sLuup 5LtN. ^rR coNrElrT 6.5; wEr uNtl lrEortr 159.6 pct. SArPtE TEI.P. 70o AJR TUrP. 600 JOll SPfClnCAnOt|s surup 3_S tN. AR coNIE.n 4_ g I wArgt rDDs) AI srE tut. Rt1l Rl(s CYUNOER INFOR},TATION: ffo. oF GnJND€RS 4 r,^fl,HDoi stzt:- 6ll x 12r?IIME C Tt NOERS CrSr 7:35 A.M.wHEnE c'\'t 0n-Sitc FIE-D STORAGE FACILMES lI/: B . Carr Cure Box RFJ.URX& CURINC INFORI'{ATION: tNnul cune On-Site o^rE srR|PPql 7-I3_go MN./MN(.o,\IE,rnUE /-IJ-YLAT L^4 ACEuE MTE 1ESID T TAL LOAD (Los) DUTTEIFJI (rnc' rEs)/\REA(sq. N.) cosP. $n. (P3l) TYPE OF FIi^CTUNE c'tljNOtll WETOHI (uJs) 6.TU}.IDER UNlr VJOQTT (t cf) 7B 288 2BB 288 7.,J.9-.90 8-9,-90. 8-9.90. 8-9--,90. 99r 0.0.0 L08,000 100.,00.0 105,0o.o 6. 00 6. 00 6 .00 6.00 28.28 28.28 28.28 28.28 5500 3824 3540 3720 con/shear con/shear con,/shear conlcal OES'CN SMENGIH 3000 PSt o 2! DA'16 tIStS CY tlOdUfOfiY arfBsat0rtl trf Ol ratJt{t^rnq v$nt rrifl r?^,rl Anr"rt-rrnti t|xll;t Ollll_X]'llsf, }lolqt sDl|t ||rofu,rx)|l otl llll5 ltsl Rtrront ll{Y lX rn''/D(D I'' ollll'Rs' PROGRESS REPORT: Sample taken from truck discharge. Michael Barber Archi tec rure;uurlLJ Anderson g Ilastings; PCL Construction Servi ces; URS Consultants; B. Carr T. Laudick RELD OI}SE'{VER APPROIED TT Chcn$Northcnr,lnc O 'r-ru.|? l,rf r-,. nnil Ll' lrl. REPORT OF CONCRETE TEST CYLINDER DATA {t|,Un4''imGF'.to..lr[T:!IrrhntE^'ool|i3'l.!Ta,tln'F)lflsln[!tmqlll|'A3tl|.fol'rtxFn^|.-.F|r)...|tdio*.r5l||'|.ft''s.F,q|r'if'6orrlx|'|.'sm''{dlrlG^,D[r'orln"rr.o,fi.n'.iiijrniriiriitr,ri-o.rnl{|t|L'|^''Kr{-:'n'|3mL rovrll'r|.D ufrtljlS onlt-i ,ln^}|o(Jru|Is l,lt ti*lLo lo lll lililllfrc. ^ .'wnr' .. u-litiille'-. .t .o6roir- ..^n .ro. cr.f,ttJ a/90 TO: TOWN OF VAIL Attn: l"lr. Stan Berrynan P.0. Box 100 Vail CO 81658-0100 PRGJEGT Addition to Vail Transportation Center, JOB NO.4 398 90 DAILY REPOI-{T NO. lwotcE No. Vai 1, Colorado. DATEi 7=I2^9A sHEFt 3 0F PI-ACEMENI LOCATION:Footers, Level One, Line B at Lines 28, 29 and 50; rlcKET No. 010906 MX DEStcN |lO.cu. lo. 8 trATCH TICKET INFORI/AIION: sUPruEx Wes tern Mob i le rnucK Ho. 1,07 1L:05 A.M.NHE IArcHU)nME ARRIVED 11:20 A.M.'nrJE Pucu) Ll.:25 A.M. FIE|I) TESIING INFORMATION: IluE TE5I T l($11r35AM sLuup 4k tN. tN. AIR c0nrE.n6. 2 ; WEr UMI wrJGtrT -- Aln coNrENr 4- 8 I WAIEn ADD€D AI sm pct. s,/urPLE mup. 680 ,rttt rup. 70o fi C{,L ROl nl(&JO8 SPtCtnc not.|s suJuP 3-5 CYUNOEII INFORI,,IATION: llo. OF G'TIJNDERS 4 rtl DtoER slZl:' (rt' x 12rl llME cruND[Rs c.,\sr 11:50 A.M, CURING INFORMTION: I n L CUm On-Site RAD STORA6E 6C1gIlEs Cure Box MN./1{A(. o TVT14E Ar uul 7-13-90 0 lE sIRfppED 7 -13-90 F : B , Carr RD.T RK& ACE IrAIS 0rE IES'E' T TA LOAD(rrs) ol l|Elf-R 0rio rEs)MTA (5a. N.) couP. 5Tll. (r,sD T/PE OF 'IIACTURE 6lUNOER tvErcHt (uJs) CruNO€R UNI' WEIGIIT (Pcn 7C 28c 28c 28c 7- 19-90 8-9-90 8-9-90 8-9-90 78,500 10.9,0.00, 110looo 111 ,000. 6. 00 6.00 6.00 6. 00 28.28 28-28 28.28 28.28 3860. 3890. 3950- con/ shear confshear conlcal- con/shear OES'G|I STRENGTH 3000 f,sl o ?.4 D{}s IIJIS Br t.A|)(n ro'it rrt|t5!'to|rl raif lrl Lfitloar|:f finl {t.ir.|nt lsr! rrr. r'tt' tnr [3s olltt'ri13e xorul !O|r€ lt0onra t()ll oll lllt5 ILSI ltr ''Onr u Y lt FnOTDU) rr OlllLAS' PROGRESS REPOKT: coPrES ffi::::"T'|Iil.ffill'"cturc; PCL Construction Services; URS Consultants; B, Carr T. Laudick FIEI.O OI]SEJWER APPRO\ED TT , Chcn0Northcrn,lnc I '4'h.lui4 l.r?r|<. nlt{ &l-{hl. REPORT OF CONCRETE TEST CYLINDER DATA rs^qmu|FitrcrrnDcrr[s.ll|fFt|iEr,nd,isl|.\,'r.,|ln''{llt1s,,rfsl,'[tTr'DA!tlrro[r.,f'|ll^tlndtmr(rqncl['|T'.noirrsArn|.,,ts|D!tttr6l'6oi.XtI,c'3nr'{l'|llG''oo'|oU,tFr.r.o.rs|sn|5t'nv|DIf'|oo|lot!tt|tnltl|r'!P1t{:A. 4OUnlnD Ur4l.st (m|tt ,aM||{t t rs fn lcnfo to t w{nt|c. | ,n Fa' 'f u. I flliTl e'.. of 10or.6l. to|rn Lo. Cl|tll.ll a,/eo TO: TgWN 0F VAI:L Jou No' 4 398 90- DAIE T-L7'90 Attn; Mr. Stan Berryman DAtLy REpOKf NO. SHEErI OF 2P.O. Box 100Vait C0 81658_0100 iltvotcE No. PRorEcT Addition to Vail Transportation Center. Vai1, Colorado. PI.AGEMENT LoCATION I]ATCH TICKET INFORI.IAIION: SUPruER Western Mobi le muc|( No.106 n6K51 Ns.010990 ux grf,lc1 l.ro. A cu. )o.8 IUE Tl^rcHED 5:51 an nue ARRI\or 6:11 am nug pt,,rceo 6:15 aun lluE TEsr txet 6:22 arnsuuup 3L N. AR @NTEllT 6.6 wEr uNfi wElctr -- pcr. s^lprf, rEMp. 68 ,^rn rorp. 40 Joo SPECHCAIONS SUJUp g-5 tN. A,R C9NTS'{I4_8.!WArER AoDED Ar strE 0 cot. nOa{RK* CruNOER INFORIVIATION: Mr, OF C'UNo€RS 4 nnJlDER stzE 6 x 12rr lruE GruNDE ts rrrsr 6 : 55 an wHE tE crsr On-Site CURING INFORIIIAIION: lt{m L CURE: on-site REU) STORAcE FirCtLmEs Cure Box UN,/r.{ )(. o TE/TtuE AT t.r& 7_1g_90 (r^rE $Rrppgr 7-18-90 Br: Bill Carr RoIARK& ACE tl^ts DAIE IESIE T TAL TOAD (r.os) DIAUETE I (r{orEs)^JlEA(so, rN.1 @rIP. STn. (P5r) TYPE OF RUCruRE ClUNDB WOAHT(u,s) CYUNDER UMT WEIGITT (Pcn 7A 284 28A 284 7-24-90 8-14-90 8-14-90 8-14-90 1.05,000 1 29,000 135 ,000 150, 000 6. 00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3720 4570 4780 4600 coni cal shear shear shear oEstd't stR€NcIH 3000 PSI 026 DA}S tE nt cY uDcn^lffv rtR:iarlrn. r&f lfr ,(rrno^]rcf, ffnr A,'fi r.^Irr A<Iu v:-Ilr)lr:l lrtllE onltx rsE lplfD so|rt $ltrxltalx[l ol n|6 llst f,urofiI rrAY . Psovlllto ItY olllult. PROGRESS REPORT: Samples taken from tnrck discharge CO'IES Michael Barber Architecturc; Anderson Q l'lastings; PCL Construction Services ; URS Consul.tants; Bill Law T. Laudick RELD OI]SEFUER APPROVED Ef '.'alrkn bgl'{. or{ S.l-lht. i Chcn*Norl.hcnr,lnc I O REPORT OF CONCRETE TEST CYLINDER DATA To: TgWN 0F VAr:L JoB No. 4 398 90 ea1V1.7/L7/90 Attn: Mr. Stan Berryman DALY REPORI NO. SHEEr 2 OF 2 P.O. Box 100 Vail CO 81658-0100 lNVOlcE No. PRGTECT Addition to Vail Transportation center. Vai1, Colorado. PTACEMENT LOGAIION: fo BATCH TICKET NFORI/ATION: suPrurx western Mobile rnucK No. 47 'ncKEr No. 01000 ux oEstcN r.ro. A cu. ro. 8 TIME aATcH@ 8:21 an nuE ARRr\GD 8:36 am nuE pr.rcED 8:40 an FIELD TESTING INFORMATION; TIUE IEt TAI(tll 8:50 apSLUUP{ " Q ltl. AR @!{IEI{I$.2; wEr UNr WEC}II-- pcf. S,TlrlPtf, lE]/P.67 AR IEJIP.60 JOB SPEGIflC^I|OI{S g6;yp3.5 N, A1R C9NTOJI 4-8:Wrrrgn ADg€D AI sm 8 *r. ROr R6g: CYUNOER INFORI,.IATION: 1rc. oF c'YtJND€Rs 4 r,Yl lllrrF_R Slll:-(rrr x 12tt rM[-- cruNDE rS C,Asr 9:00 am wHgtE c"{'r On-Si'tc CURING INFORMTION: N|Ir L CURE on-site FIAD gIOf,AcE FlctLmEs Cure Box MN./1{N( o IEnuE ,rf L,rn 7-18-90 oArE sTRrppE 7-18-90 of: B. Carr Ru{ARx& AGE 0^16 IAIE IESTTD rur L Lo t)(ris)D!|,lIETEII (NCl|ES)^,lEA(sq. N.) @uP. sTn. (Psl) TYPE OF nucrunE CAUNDER WACHI (L8s) C/UNDTX UNII WEIcl T(Pco 7B 288 288 28 HB 7 -24-90 8-14-90 8- 14-90 8- 14-90 107,00"0 111 ,000 -124; 000- 129,0O0- 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3790 5S30 4390 4570 coni ca 1 shear shear shear DEstcN srRENcrH 3000.PSl 02d OAIS l6ls gt uDdr^roff lrnsfrnln. ,/lt|r 0t |.trrrD r|cf w|Dt ^rrn r}rf.f, a<t! ui-Tl(lars llr{r=l on|(flEe tm|fD sor€ fllonra l|()x oll Dls ll'I ifrroltt ll Y ta rnon0cD tn ollllff. PROGRESS REPORI: Sample taken fron truck discharge. r^^or'-a Michael Barber Architecture; Anderson fr llastings; PCL Construction Services; URS Consultants; B. Carr T. Laudick RELD OT]SERVER EPPRO\GD I T {sAuunut.FFltTtGTI'|ronrxT:t.rr[FIrt^,r'ollis'|.v':.,|laoY'l's|,}|:s(mifnrDAlnrro''.rDl'rn.{'!rFl'rTroff,nc|Drt,,loxmll,^r{fY'xl'st |Tr.r,'r:!o.'|E|,|ll,6onfxt'A:l'!''loqoqn|.i^,|oltr'ounnrrorts..d'.ntirrmortrrotltcoUqt[ttttl|^'|Pt(n,q!i4ouFtlnt ufitlss orrti fri flo(,.trit:t |ef ,6r f,o lo [r firnlr|c. I 'E rD' ., u.l iffi]-|r.... or ...,F.r.. .!6 rb, cr.Ettt ano €hcrr 'd-dlr.? Lrgt|{. ..rl S<t-'h{. 6o Ne 241s0 ts^uunutmcrGIrxq)n[8:t.lltfP|,iE^,|||olli3'l'ws.,|lFrmfr5'{sm{nlDAtlrr(ot.{rrwn'iFrld.ro|,nct,tl,E.,,0xmna|,^m'rnor.(rsrrrIfn!fnrut6l,6onrxtuclimo{(nn|G{0'oounnf-t.oqrs'tjF|:it.tlwl'.|x.xt|ioua'|Ilt'|^'|FrxA.Hlstov.rtn, uiltlJls on[, lnflA],ciarrlxrs /rnl rcmlo lo t|| wnl|',o, r ,E rb- .. u-l iifri-lc.-. or co.,roo... tcfir rlo. CutllJ a/to t}Northcnr,hn I O REPORT OF CONCRETE TEST CYLINDER DATA Tf1.rv; TO11N 0F VAIL JOo No.4 598 90 DATE: 7-18-90 Attn: Mr. Stan Berryman DALy REpORT NO. sXEEf 1 OF 2 P.0. Box 100 Vail C0 81658-0100 ltwOlcE No. PR0JECT Addition to Vai l Transportation Ccnter, Vail, Colorado. PTACEMENT LOCAIION: TIATCH TICKET NFORIIATION: 106 rcKEr !.to. 0LL0z6 Mtx DEstcN no. ASUPruER l{estern Mobi le IRI'CK NO.cu. m, 8 nuE 0^TcHs) 6:37 am nuE ARRr!E) 6:55 an Tu,rE Pr.rcED 7 : 05 am FIELD TESIINC INFORMATION: IUETEsrr7.11nr 7:15 anbtuup 4 rH. arR@HrEl{T6.6;wrruN11wuclrT142.1 pd. srrntrurp.68 ,vnrorp.50 .rOO SPEClnGAnOrls SUrUp j_5 tN, AIR CoNTE^{T 4_8'WAIER ADD€D Al Sm 5 rht. no.uft(s: amllMt: C:f'LJNOE {S c,Sr 7 :26 wHEnE casr On-Si te CYLJNDEII INFORI.|ATION: Ho. oF fiJNoERs 4 r,{l}tDnt SlZl:- 6rr X 12rt CURING INFORI,IATION: lNttul cuRE on-site Ra11 sIDftAcE FAclmEs Cure Box MlN./r{A(, oArE,/nuE Ar LA* 7-L9-90 gAlE sr1tppgp 7- 19-90 ny: B. Carr R6yARKs AGE tlA'trs tl^TE rEs'ts) Tgt L l.O{D (LBs) DUlrErrn (D{clrEs)^,tEA(sa. N.) couP. sln. (Psl) TYPE OF FITACTURE CYL'NDER wE oltT (Llrs) cl4jNO€n uNrr wEo {r(Pcfl 7A 284 28A 28A 7 -25-90 8- 15-90 8- 15-90 8- 15-90 97,0.00. 115 ,000 L16,000 114, 00.0 6.00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 3430- 4074 4110 4030 coni.cal con/shear shear ,con/sh$ar I I I DES'CII SIR€NGIH 3000 P$o2A D\tS tEsns gf Ulrc'l^toct rfnin Dln. lal lr ^.trno4&[ wtltl Arrt'l t]{If astu lf.tlx)ln Inll|:ss ODltx|tEE tlOIEo sotaf, tf,troatrr^lnx o tx6 tLsI RU,onI rr y ta fltovltxD lry ontl,ls, PROCRESS REPOKI: Sarnple taken fron truck discharge. coPrEs xi;:;::"T"ffi:,ffili."cture; PCL Construction Services; URS Consultants; B. Carr T. Laudick FIELD OBSEFT/ER APPRO\ED BT ,,ehcnt)Northcnt,lnc I REPORT OF CONCRETE TEST CYLINDER DATA ltArru'|utFFotIGTt'ltD.I['.rint(fnE[nol,|slt'v't.,|tIr'Y'ns,r[st'Et|lt',Atl|rror'rrrrrwPnd''|T'(,ffI,Fc||tr,ts'.,|orr,'ll,^[q'.lr5t^[r..r':Lclr'!ltr|r'6onEF,f:Isr'rtr.('tEt{:r,.|''f'ounnrlvrrs.,ri'.etir.r,viortlorr,:or,t8||l[l| coufu.]t, uritlts on{t ttrR^|q|ru'ats |Jrt lc{lu) lo trl $r.llrrr;, ^ rq6- .. rrliifX le'-r or co.,?..rr- ronr r.'. cttllJ alreo o 'r|nlur!? t 9l'8. r'rd s.r.alht. ru: Tg14N 0F VAiL JOo No.4 398 90 DATE: 7-18-90 Attn: Mr. Stan Berryman O^,-y ,,UOO*ry tO. SHEE; 2 OF 2 P.0. Box 100Vail C0 81658-0L00 llwolcE No. PRGJECT Addition to Vail Transpor:t irt i on Center. Vail, Colorado. P11CEMENT LOCATION: ttep footing, On Line A.1 from Line 30 to Line 31.9; B^TCH'IlCKEt INFORIdATIoNT SUPruER Western Mobi le ncKEI No.011053 MX DEstcN M).4 CU. TD, B lruE B TGHED tL:47 an nuE AnRwED 12:10 Pm TIME Pucu) 12:15 Pm TnrJcK NO. 48 FIELD TEST]NG INFORI/ATION: llUE rEsr T/tl(ut 12:25 suuup4,o tN. ^tR @f{TE}tT6.5:wEr UNr ,,vEctlt t42.3 pa. sA,rPLE TE},ll'. 70 ln rotp. B0 JoIt spEctFrclnoNs sLuup 3-5 rN. ArR corfEllr 4-8;r w,rrrn DD@ At snE 0 cor. nEMARX& CYUNOER INFORT,{I\'TION: l|o. oF fiJ oERs 4 ri1tlloot stztl 6tl x IUf CnrNDEfis c;r.rr 12 : 35 pm wHttlE c^tr On-Sitc1 1tt CURING INFORI/ATION: lNlIuL cuRe on-site RE-o s6rfr6E Frc[m6 cure box MtN./r{,\x. o rE /nuE AT t.,*. 7-19-90 DA1E snpftD 7-19-90 B/: B. Carr RDTAR1* AGEots DAIE IESTE) TST^L LO{O (r8s) DArlr|E I (mclrEs)NlEA(sa. rN.) @t P. fln.(f6l)TYPE OF fiTACTURE C'UNOA WEJOTIT (urs) cruNoen uNtr v/ocl{r (Pcn 7B 288 288 288 7 -25-90 8- 1s-90 8- 15-90 8- 15-90 94,0"0,0 112,000 110,000 109 , 000 6.00 6.00 6.00 6.00 28,28 28.28 28,28 28.28 5330. 3960 3890 3860 conica 1 con/ shear con/ shear con/shear OESICII STRENGTH 3000 PSt o20 tr^.ts rEnr tt [,lEr lofil FfRsorl tl Arrr ul ,ar'.rx'ltr^]r:q ft1nl ltrFt lcrntf Anu utltnoa lr{ eJs onlLmEf lKlIfD sot t ltlt onu^tlotr ott n13 lLst Rtl'onl u Y lf, rt(Mlxl, Itl ollLns. PROGRESS REPORT: coP,Es Xilli::,'t"ffi:.ffil1'"cture; PCL Construction Serviccs ; URS Constrltants; B. Carr T. Laudick FIELD OI]SER/ER APPROVED Iry 1 Ctren€Nonlrcm.lnc o''.:i'l- l|j- t'l' Coo.rrun{ tnc&|.(t ot|d S.J-rlH. REPORT OF CONSTRUCTION ACTIVITIES To: r^n *^ ^ " 1/9O TOWN OF VAIL JOB No. 4 398 90 DAIE (/ L> Attn: Itlr. Stan llefryman oAlLy REPORT NO. 29 SHEEI I OF 2 P.O. Box 10O Vail C0 81658-0.100" IWOICE NO. pRqJEcT Addition to Vail Transportation Ccnter, Vail, Colorado WEATHER CONDMONS AND TEMPEM1URE CONIRACTOR'S CONSIRUCNON AfiMNES PERSOI{Nfu MA'OR EOUIPMENT: AGIMIIES: cHEN-NoflIHERNls slrE AcrvmEs FuIl time observation and testing of fill beinA placed for footinge Level Oner Stairs #11. l"laterial wae over optifiufi-moisture contenl. We advised B&8, contractorr that fi-Il .n6eded to be dried. Excavation contlnued for new structure footing eaet of existj-ng building. PCL has been inforrned by the.Vail P.D. that their starf,ing tirne-w5-I1 now be 7:00 a.m. due to noise conplainto. Concrete pours will start at 6:00 a.m. VERBAL COMMUMCANON WTTH CONIRACTOR, ENGINEER. ARCHIrECT, OIYNER. SCOtt Of B&B'-i[ca;;ti;6-iras aiscont:-nued-placing fift material at Level One1 Stair #LL, tes V,iood was advised of another change in footing elevations Uy iicnael Barber Architecture. lle is to be advised when fill is at original level aE payment wi.ll change. Michae1 Barbcr Architecture,COPIES Attn: Mr. Scott }Vard;ff31y Murr:rin PCL Constflrctilon Services, Attn: Mr. Denny Armour: Anderson q Hastings; llRS Consultants. Attn: Mr. Les Wood II nitt cam Steven L. Pawlak t. I na-o oBsEm/ER APPRovED F/t' as ^ urrxl FiolttrFx ro g!r!r]- lF Ft,'|Erc ^xtt o{|ttr|-!tl ar l!!nq!. rr€ s,nmlrn As nf, corrrtqttfr4llifr$atrffi fls;ffiffi]rtffif;fihi r'* lir*niih- ctru.inrrtr .r r.nrifri-ri'ut m rrrunrio trur m.FoRr3 rs itil-F/tD PfM)rtlo o(n ff{lll}l cdrlriru rxrss orlrt ,rrlrqlrt 15 xrf EE t lo 0{ tnlrla ^ '-r* .. rrl lllH |ttt oa canrarr rlrri llc Clalot a/to Chen€Northern.lnc a Cqrrt|l|ro t tgh-r ara S.l-lh. REPORT OF EXCAVATION OBSERVATION As A ||unl|l Fi(mEtxr| to ctltarlt n|€ punE ltrl ornrsfl\tr!, |lI fftoifs rJrt suxITtD As n|( cofDoour PRfffiY f o(ln olxtt rro arl}Ino^IDl rci ?lr&EA-txlro:rtettltxts'Lt|rttg'6oirtrrwcsnog(R8tq^R0'{Gn'c}.0fl3srrrsr'ntortlrit<ul|6tI|'x,fltlo/^|.s{Pu.sitlE0GruI.DtlfIl.|rtJ|rsLrrtrt"rur l,rlsl orlr,i , ira{rrxfl ,nt ,oiur lo l}t tt{t|}||. ^ 'r|-rr- .r r.[f f lff lr-r d *trcr- rd $o. ctalo.ll a/ro TO: TOIllN OF VAILAttn: Mr. Stan Berrynan P.0. Box 100VaiI CO 81658*0100 PROTECT Addition to Vall Transportation Center, JOB NO. 4 398 90 OAILY REPORT NO. lrwolcE No. Vai.1 , Colorado DATE 7/L9/9O 29 sHEEr 2 oF E(CAVATION FOR: Sloped Irooting LOCAI1ON:Llne B9-Grids 36.9-J9 D(CAVATION MSE EIS/ATIONS: 5e.41-51.4I I{AIERUIS DGOSEI} lN BASE(S) OF EKCAVAION(S): Undisturbed natural soils were observed at the base of the footing excayation, and appearssultable for support of the design soll bearing pressure. REIIARKS: The footing area ls suitable for forming and reinforclngsteel placement. After, p.m, showers, dewaterlng 1e advlsed. VERBAL COMMUNICATION WTTTI COI{TMSTOR, ENGINEER. ARCH|TECT, OWNER: PROGRESS REPORT: Michae I Batber Architecture, COPIES 411n; Mr. Scott l{ard;5s1y Murr:ain Anderson 6 tlastings; PCL Constirrction Services, Attn: Mr. DennY Armour; URS Consultants. Attn: Mr. les Wood; Bill Carr Steven L. Pawlak REIO OBSERI/ER APPROVED F' tlren€Northern.lnc.t Co.rdur{ tngln ... ota s.Ld,'|, REPORT OF CONSTRUCTION ACTIVITIES ^s ^ rim!,r! ri'tlErui !g,q!!{t!-rltr pr,irE |'o nnEwn ^!r .t!!t!!!. . ^r'( lnnrnm as tt7 6srrrxrlgffif ssltrffi fffiffit#t$f;rr,ir or <rarrrjxra m.truls.i rr r rri,,ii5-rnrri cn arrvlnrp oui Rltotn:t E RrJt'Rvt, Flrot]€ oun lwlntl an;'rrnt trrr.ss cm-r rarnqrrrrs FE ntr lo lx tnll€. ^ lr'..rt- ., -[Xitf-lg" c c.nt'l- Fii *G Clal@A a/lo To: TowN oF vArLAttn: Mr. Stan Berrynan P.O. Box 100 Vail CO 81658-0100 JoB No. 4 se8 90 DATB 7/2A/9O DAILY REPORT NO. 30 SHEET } OT 4 ItwolcE No. pRo.rEcf Addition to Vail Transportation Centcr, VaiL' Colorado IYE{THER CONDMONS A}{D TEMPERATURE clear. I+OO - 8oO cHEll-NoftHERt{,s SITE ACIMnES Ful} time obEervation and testlng of the Btructural fill being placed by B&B for new concrete olab parking ramp. Connecting Level /13 and /12 and Btructural filt being placed for Level One Stair /1I1. AlEo fi-ll being placed at footing and rampto Level 2 Line H9-27. A change by structural engineer fron waIlfooting to monolithic concrete curb. Detail 1 C-4 will be included inthe 5rt concrete slab for new parking ranp at exJ-sti.ng wall on GridI at A1.2 - BI-9. VERBAL COMMUNICATION WMI CONTRA TOR, ENGINEER. ARCHTECT. OT|,NER g111 Cam Steven L. Pawlak NEJ) OBSERVER APPRO\GD ET Michael Barber Architecture,COPIES Attn; Mr, Scott Ward;ga1y Murrain PCL Constnrction Services, Attn: Mr' Denny Armour: Anderson € llastings; iiniC-d6is,'ttinii, lttn, ll"' T,ti woo.t; Cd-r&{ &trrt .{ SffiChen€Nonlrcrn.lnc. O t REPORT OF FIELD NUCLEAR DENSITY TESTING To: To,,N oF vArL JoB No. 4 398 90 DATE ?/?o/9o Attn: Mr' stan Berryman DArLy REpoFir Ho. ]i0 sHEEr a oF 4P.O. Box 100Vail CO 81658-0100 tlwgtcE NO. PRGTECT Addition to Vail Transportation Center, vail, Colorado SPECmCAnoH couPAcTtoH & UATER|AL MINIMUM REQUTRED IN-PLACE DE.ISTT 95 CON51RUC1ON CONTMCIOR:B&B Exc avatlng T AS DETERMINED Ef: TEST LOCATIONS WERE ASTI{ Dt55l under slab 5ELESTED BV: Chen Northern TYPE AI.IO NUMBER OF EAMH MOVING UNffS TY?E AND NUMBER OF COMPACNON UNITs } METHSO OF ADDtNc MO;5ruRE natural I D5r 1 Hoe dual wheel ro]ler1 junp THICKNESS OF UFT as req NUMBER OF PASSES a6 reqjack BSG=Below Subgrad LOCATION DEPTH OR ELEVANON (FEFr) uaoR^ToFnr RETD PERCO'fi OF (Rfl-ATrvEl u xrAil)om|lE) sorL n?E Iul NO.[1N(|MUM DRT DENSTTY(pcf) OPnMUM MOISTURE CONTEM(r) DRY DENSTTT (pct) MOISTURE COI.{TENT (z) L1.? r1j ltr rlc 'l 11 5) frorn lnteriorwatt @ B1-9. 5t from j-nterior wall @ A2 6t fron interiorwall @ 81.5 6, from i.nteriorwall @ AI.5 t' from interiorwall @ B 6' BSG 5r BsG 5r gse 5r BSG 4' BSG L36.Q u6.0 u6.0 u6.0 1J6.0 5.9 1.9 5.9 5.9 5.9 L31.3 L'3.L L32.4 L33.O u4.1 7.) 7.3 7.8 t/ro 7.9 9B 9B 97 9B 99 sI. silty eandygravel ll El FUtt.'nME oBsER/ATloN tr PAKr rME oBSEFUATIoN rHt EFG'' tif!f,t t! cr{Dt3 'tnaD a! A RStr c' qt Err^rxrs .r nl afcfrf-M. rt tr vf fin|r.D o+l-nlF mf,rl,l"roq 10 c(I'nDnl| 'rtPLYll€ nt ft@;{1o' c!.lFrc1i,. ,,rrFT xlo qEn,,f ro rtt .,}n*t ntt luts *t*n'cah'iiisi;;; 6-',ot oscr-runo -mnrtn6 ra5rs rpt ! ot trlr ntq tnl o'aY 13 g1r\,r5 lrcrsu; m G,.|.[rArr (rr o6s*{r.:r ,,ur.E{.lr.xT. nsr rx6 ;i iiiii ,ii'idrr n,rsri rm-drrxros ot wllElln-n lrrE Fllr !(Enl srtorr^noa' THE IIIrcLEAR OE'.SoIIEIER UENrco OF TEs'IT}IC WAs USF.D IN SUI'STAflUL ICCORDAIIGE IYIIH ASIU 029C2 ANO oJO17 PRzuMIMF/ OBSERVATIONS AllD/OR TESr RESULTS VERBALLY REPORTED TO: LeE Wood pROcRFSS REpORT Tests perforned on structural fill belng placed for new parking ra$p, 5rr concrete slab. Elevatj-ons taken froui top of slabline in interior wall. coPrEs xi;l?" "1i'B:5.t"ft:';::!'"'",. Anderson 6 Hastings; Hr. Gary Murrlan; pCL Construction,-Attn: --l'tr.- Denny Annour I UllS Consrrltants, Attn: MT- Lcs wooo; Steven L. Pawlak AsAr{,nAFrctr'|I!.I'xI*nrFt;E,[,o(Ravr!'^|tRfI.rtTrrnf!.T|tDAsnr:co|f|flrr|'r''rrF'rTf(rqnctj€xTarxoA,|}{IEI^lD|mln^r:.\-nor .' sr^rurrr!. ctrrcl Lr'rr! qr F'rprcrt t,"''. rn Rfo4 frr€ cn nrtffi'r*nix.nrip- -niriig-o-n -*rrnrl rr+nrxr- sen6 ru t' 6FCD 0F ln1; fttlllo c oortfltD ltl.l:t qm.l ,r!rr.{.|€all rf,. ItlllD ro r{ ll{nt(r ^ m,.nt- d *[FtHlgt r ...trs.. frrr LA C|Ilqt a/lo . Chen€Northern.lnc. O Cr|rtha &iaFrt ia t ai*.. REPORT OF FIELD NUCLEAR DENSITY TESTING N l rtm.r\ '|stTc r to qnarl Ir Ff! rro df,rtwi at irt tt rrf, !.lfmD Ai nf c(l||tttm|.-tfi;nrt qr qr qfMl ,,o a'Doig^lDl tDi n,|iIF tt . tr ,i^nrrr.rl ".'ellr*r. .'r nln clr. ri(^r oi .lorara arr mnhir'r-frinio'ro:iir-orr rwtnx'Frririvru r^r|'ut fil t[ Ff,r:lD (f lfnr trjnt{ tr cu.rtrll.D uuI olr, l.lrr|IJlral! ,,! fq!u, lo x rtlltll. ^ '!r-r.- , -lX-iTlr-" ., o-rr-i.- - .' -'-.-. .,i TOWN OF VAIL Attn : l'lr. Stan Berrynan P.0. Box 100 Vail CO 81658-0100 JOB NO.4 598 90 OAILY REPORT NO. rlwolcE No. Vai'l, Colorado DATE ?/2O/9O ]O 5H6gr }oF 4 PROTECr Additton to Vail Transportatlon Center, LOCANON OEPTH OR ELEVATION (FEEr) I.ADORATORT FIEI..D PBCO{r 0f(Rfl t/E/lwor|t,|.) o{rt lt5) SOIL TY?ETI'JflMUM ot{f DENS1TY (pct) OPnMUM MOISTURE CONTENT(x) Dmr DENs.rIY (pct) MOISTURE CONTEMT(r) TEST NO. 11: 11( 1U 11i 119 la( lal Le,l Br fron interi"orwall @ B1.5 4r fron interlorwall @ AI.5 6t iron interlorwall @ A2 l4r fron interiowall @ A1.2 Br from interiorwaII @ Bl 4r from lnteriorwalI @ 8.2 lZt from interio wall@ 8.5 lor frou interiowall @ A1.5 J' nsc 3' nsg 2I BSG n I|BSG IIBSG 6ttBG r 6IBG r 5rrBG l]5.0 L35.o L36.O 1}5.o L36.O 135.0 Lj6.o 156.0 5.9 5.9 9.9 5.9 519 5.9 5.9 5.9 I r53.5 L32,2 L32.O L33.2 L33.t L33.6 L32.3 I32.O 7.8 ?.6 7.4 7'L 7.2 7.O 7.O 7.2 9B 9? 97 9B 9B 9B 97 9? eI. eilty sandygravel ll rt lf |lt! It tl Mlchael Barber Architecture, COPIES Attn: Mr. Scott Ward; Anderson I Hastings; ]lr. Gary l'lurrf an; PCL Construction, Attn: Mr. Denny Annour; UPS Consultants, Attn: 1r'lr. Les Wood; Bill Carr Steven L.Pawlak RELD OSSERVER APPROVED Ef Co.-ltLro frfb-r .i SffiChen€Nomhern.lnc. a O REPORT OF FIELD NUCLEAR DENSIfi TESTING To: To$tN oF vAIL JoB No. 4 398 90 DATE 7/2o/9o Attn: Mr. stan Berrpnan DALY REpoFr No. J0 sHEEr 4 oF4P.O. Box 100Vail CO B1658*0100 1NVO1CE No. lRqlEcf Addition to Vail TransDortation Center. Vail.. Colorado sPECmCAnoil couP^Cnoil t yATER|AL MINIMUM REQUIRED IN_PLqCE DENSITY CONSIRUGION CONIRACIOR: PCL 95 tr As DEIERMTNED BY: AS'I14 DI557 TEST LOCATIONS WERE SELECTED FY: under slab Chen Northern TYPE Af.ID NUMBER OF EARTH MOVING UNTTS TYPE A}.ID NUMEER OF COMPACNON UNIIS MEIH9D OF ADDTNC M91STURE natural I bob cat jump jack THICKNESS OF UFT NUMBER OF PASSES as as req. reqI BSG=Below Subgradr LOCATION DEPTH OR ELEVANON (FEEr) LABORATORY RELD PEFCE}IT OF(Ro-^r^E/ tl/rooutx)o{ruffD SOIL T\"E rr.>t NO.TIA)(MUM DRY DENSTTY (pcf) OPT|MUM MOISTURE CONlENT(z) DFNT DENSTTY (pcr) MO| TURE CONTENT (7) L23 Leh 125 L26 L27 L27 L2B Lzg 89 @ Grid 27 89 @ Grid 27 89 @ Grld 27 89 @ Grid 27 89 @ Grid 27 I 89 @ Grid 27 89 @ Grid 27 89 @ Grid 27 10 | BSG 9rBsG TrBSc 6I BSG 4rBSc 4'RSG 2I BSG 6ilBSc L56.O 1J6.o L15.O 136.0 u5.o 1]6.0 L36.O L36.O 5.9 5.9 5.9 5,9 2.9 5.9 5.9 9.9 111.1 j.3L,6 L]l.3 ul.g 129.o L3L.4 Ir1.1 L32.4 7.5 7.4 7.0 7.L 7.4 ?.6 7.O 7.2 OA >( 96 97 94 97 96 97 sl. silty sandy grave]. fr tttl lttt rrrtl lt lt tl ftll d ruu TIME ossE il/AnoN D PA'{T TIME OBSERVATION fl{! @rrrT PiEIrIrr rrrrrrqr rEr{D At A REtt-t tr ort ffirr^rxrtlt or flr Pl..fJfIL tt ll^tt att,ft o rrr c(ltrlAcloR ro comm,( pft'n€ r}{ ifc(raro(rfr odrrrc|rw frTrr ^rD rrGn rf rD nu urrM, nr lrr: mx'i-n'trrs€iviii e-urr qsthnno,mrernrs- rrsrs rflf rao€ d, rw nL (laY ls ELtyrr rrcrslrr rD cLan rE q.R onsun l.:t Jurn{xr. rtsr u,vr rd. i& li-r-dri e,sri m ofiHx s ql nrrl[R lltc fl'L l|[Eni lfEc'fE rXla lHE NlrGtE R 0o'NSOIEIER UEnm Of ]Esnrrc f,AS t SED lN SUIISI XIUL lCCoRD llcE wIlH Astu 02992 Al,lO oJol7 PRzuMIMRt OBSERVA'IIONS Al'lD/OR TESr RESULTS VERBAIIY REPORTED TO: Les Wood PROGRESS REPORT Tests perforued ooti-ng and under rarnp to Leveltructure. 81. belovr exi stina on *,ructural fill bein6 placed over2. Thip is rehab work in existingsl atr- 'lO'x 'l 2' AYcarrb l i n'' coprEs xiili?""1i'3:6.1'fi'il5i""'"' Anderson € Hastings; Mr. Gary Murrran; PCL Construction, -Attn: -Mr.- Denny {nnour I URS Consul tants, Attn: Mr. Les woocl; Bill f,arr Steven L. Pawlak REI.o OSSEFN/ER APPROVED FT As A qrnx( pit11qmr ro i]r.rxtt, nf, nnEllo orllt!f,lwl al itLl,rtmr Art slF,mrD As r]r o.Drt rr t firedw r di ctL]tF A]o a't]i[l^tD' trl F aE - no{ c' srlrrrrxrr, omqrrqra o,r mrrcTr rF.tr (n Rfo^amro otn urodil"s*d:ttiil' Plttdiii-on lnrml ArfiovA- srl?l'f,t rtl E Dlt'uD s lflu rE rD'c 6 oortrrtD r'aEr qnl| rfr|r€o.trar! llf lllclD lo a{ nma ^ t,.trr' d *@*.f .rrrd'r. Frrr t.o. Crtltt^ a/lo Chen€Northern.hrc.o CoordUtlo t gbr..r !.d Sd.rdrtt REPORT OF CONSTRUCTION ACTIVITIES rs ^ trmr|t lnomsTor'to crtlc!, rLE Fint fx) dftFrw!' 4r !!!t'9!! rat s'nrfirn ^s n|f co|frtxqr T9!!ryfrtffi,sffi i,o"ffiffi-I['l1s.";;Li fr;^il;;ffi'cil{itnictc d mirffi-riiii oe ntltrrrtiro-om mFonts 6 Rt:lrvtD Ffxoo€ ot.n l6llt}l aiiurtii rilis-inrtt ^ni rqrar{r: trlE Eeun lo ul lffllle' ^ rlr-nr' .f r-[fftH-lg- c. ...itF.J.. r.'ri r|o. GLlO a/to To: TowN oF VAILAttn: Mr, Stan Berryman P.O. Box 100 Vail CO 81658-0100 pROJECr Addition to Vail Trarlsportation JOB NO. 4 398 90 DAILY REPORT NO. rtwolcE No. Vai1, Colorado DAIE 7/2I/9O 3L SHEEr 1oF Center, wEATHER coNDmoNS ANo IEMpERATRE partly cloudy to ra-ln showersr ?Oo CONIRACTOTS CONSTRUCflON AGIMNES PERSoNr.,r& },A'OR EqU|PUENT: AIIMIIES: CHE}I-NOfiIH€RN'S StrE ACTMNES Full time observation and testing of thestructural fill telng placed for Level One Stairs #I1. Reinforcingsteel being placed in top wall of new parkin6 ranp structure wall. B&ts ltxcavating continues to excavate for footj-ng for new parklng structure, east of existing structure wall, Grid J0. VERBAL COMMUNICJ\NON WITH CONTRA TOR, ENCINEER. ARCHffECT, OWNER At, La:OO NOON' Bob, the foreruan for B&B Excavatingr declded to shut down backfill operations as naterial is over optinun nolsture and ls failing conpaction tests. MichaeI Barber Architecture 'COPIES Attn; Mf, Scott Wartl;Gary Murrain PCL Constructlon Services, Attn: Mr. Denny WoodArrnour: Anderson € llastings; URS Consrrltants, Attn: Mr" l,es gill Carr Steven L. Pawlak NE' OSSER1€R AI'PROIED BY Clrcn€Nonhern.lnc. (l Co.rJ|!r! [,r*r| .i Sd.a. REPORT OF FIELD NUCLEAR DENSTTY TESTING Ai A rr,nl|t Ptqtlqtrtr I9 .ltr|T* Irf nilE lf|' C.iJta\,s' Al NrlFr'tTt |,rt lr,E mD A! nf CrtltD(}{lUt tnAflTY Or qt CIJ€Xtl' f'0 A'llGZArDl tll Frlt - rtor 61. sr1nrrxnr n.rrclu'r*'.t nr m crr 7F.1r on mE Ao+r, cr.n nr<*ii*s-riiiliio'rtxiiri-c*-irml lrPtl(xa- sa|'t-t! vll E D'!I'ED €r rfnr rElng 6 oo.at-fnD uu:a ol}I' ,*l{llxrl rf, ,eitlD to r{ *[n|o. ^ ^rrr.r d t ffffX lr-r d -.r1rt- F m r..' Clalgt {/lO To: ToI{N oF vArL JoB No. 4 398 90 DAIE ?/eL/gOAttn: Mr. Stan Berrymanp.o. Box 100 DALY REPORT NO.5l SHEETZ OF 4 Vail CO 81658-0100 tNvOlCE No. lEqlqcr Addition to vail T"ansnortation Center. Vai1., Colorado SPECMCANOH COUPACTION T YATERIAL MINIMUM REQUTRED IN-PLqCE DENSTY 98 X A5 coNsfRugnoN CoNtMCIoR: B&B Xxcavati-ng651 under footing Chen }lorthern DEIERMINED sff: ASTI'I DI5r7 LOCATIONS WERE SELECTED Ff: TYPE AND NUMBER TY?E AI.ID NUMBER METHOD OF ADDING OF EARfi MOVING UNITS oF coMP fitoN uNns MqSruRE natural front loader, I DJ nrcxness sheepsfoot roller NUMBER oFt jump jack I OF UFT PASSES req req. as a6I LOCATION DEPTH OR ELEVANON (F€CI LABOR^TOFNT RELD PEFCEXT OF(Rsrnvqt/ l..^xl|{ru)o{trrt@ SOIL T\?E IE/JI NO.IIAXIMUM DtrY DENSTTY (Dcf) OPnMUM MOISTTJRE CONTENI(x) OFTY DENSTTY hcr) MOI5TURE CONTENT(r) 130 Lf0 Lfl 137 2Or S. of A tin10' E. of 14 A 20f S. ol A Lin10r I. of 14 5Or S. of A LlnGrld 1l A 50t S. of A l,inGrid ]1 lOIAEF lorAEr 12I AEF 12 | AnF 136.0 L36.O l-35.O 136.o 5.9 5,9 5.9 5.9 r2g,\ 1,29.( IJo.1 L30.( 9.2 9.4 9.L 9.4 9' 9' 96 OA sl. silty sandygravel It ll tr rtlrl IME oBsERr/ATloN 0 pAxr TIME oBsEfivATloN IrG ifFoiT Fiftfxt! q''tn't' tttn{, At a FEtr-T qr or| irgrryArl||t .r ntl n.cGJrfxr, rE lrvf RfliED ol,l lllF Goar|n|gJon To oo{l}ltx APPtYllo trf Ftrrrart{rt ocr.Facli/f o'nrr rrro lrorsn rt lo lll Dt Roro nrurs rrcx'iih tnstrvu a xn qEr-m4.o,(Pf i rn6. r5E rf€ faq€ 9{ -!f-n I atY rs xlrwD xr.or.jssrr n c &n^lr qt o6u{\fir,:r Juuoorxr. tsl u,rn ft -liili iiiirr arss nn qutos qt wlttrtfin nl€ nL! utr|:| SPEGFE In& IHE NUC|I A DS.GTOIIE|EI UEnm OF IESnNC H S t SED tN Sut|sr XruL rcconD llcE wIlH ASIU D2902 AllD DJO17 PRzuMtMIn OBSEm/AIIONS A|0,/OR TESr RESULTS VERB,cIY REPORTED TO: Les Wood ffitructural filt being placed for footings Leve1 ondl Stair #LL. irailing test due tomaterial being over optimuil molgtrrre content. coPrEs Xltl?"\,P'3H.t' ii::cture, Anderson & tlastings; Mr. Gary' Murrian; PCL Construction, - Attn: --Mr.-Denny Armour; URS Consultants, Attn: Mr. Les wooo; BilI Carr Steven L. Pallak REu) OESETWER APPRSVED BY . Chen€Northern.lnc O Cd:iloe tn9lrr..r .nd Sd..iLL REPORT OF EXCAVATION OBSERVATION ar A rauTurt piql{grnr{ ro crfros, nl€ purr t l]o ouEnlf:t ,{l Fftom! r8( 3r0frTD A' f c(|elfr|.t PfffrTt of (n cuxE /ro ruDntAIna tn ndia- lrtl (}' St,|ttLtxlt qt€ [6-t6 Oi ttlR.;|s tlta (n F14{illJ qJl ]ltrrQRI3 6 ft!!u{YtD P!}lUtxr qrR tnnlltX A'FllO/A- 5'aratei WU d Dt}'Ct-D Of lfltl Tull€ Sq,..tllt0 t|rl.sll ollr.l ,,rtrt{llxnl |,n( lft-r_r, lo n rtirnri,' A 'nrr.' .. r.fXttt]r.r .. dEt - fo.i Ho. C[toJ ./ao To: JoB No. 4 se8 e0 oNE 7/21/99TOIIIN OF YAILAttn; Mr. Stan Berryman DAILY REPORT NO. 3L SHEErJ 0F 4P.O. Box 100Vail co 8165s*o1oo lNvolcE No' PROJECT Addition to Vall Transportation Center, Vai1, Colorado EXCTVATION FORI lrootings LOCATION:R.5-B-9r Grid 39 EXCAVAIION MSE ELEVATIONS: 6L37.4 IIATERIAIS E(POSED lN BASE(S) OF D(CAVAION(S): liatural undlsturbed. soils were observat the base of the footi-ng excavation and appears suitabre for supportof the design soll bearing preesure. REMARKS: ateel.This footing area is suitable for forning and reinforcing \ERBCL COMMUNICATION WITH CONTRi\STOR, ENCINEER, ARCHrrECT, OWNER: PROGRESS REPORT: Michael Barber Architecture, COPIES Attn: Mr. Scott lVard;5a1y Murrairr Anderson G tlastings; PCL Consthrction Services, Attn: Mr' DennY Armour; URS Consultants, Attnl Mr. l,es Yiood; Bill Cam Steven L. Pawlak RELD OBSEF/ER APPROYED B/ Chen€Nor[hern,lnc o O-rrt||| liCtEt .i td''|u.r. REPORT OF REINFORCING STEEL OBSERVATION |t ^ qmr.( Fi'ITE|$,. E ctlxtl Ir i'.E |,r, dF'ttt:l Ar tqgI1r,E !r, ntD |' trf coTlon9t ?d{fi' (r (t,] cu}|'t ,|o A,n|mn^lDr '['l A|rEA- rE o. srarrirr.rl oo.rdrlll'o qr rxrr cr':t rnorr (n [e,aora cr ruofr-c-iGffil lotro-trr -rrrrot rt+* L ua'LE rtl E ql'Er'o 0'' ,'rr tEmI| B co.n ftID u(.l!r olltt |,ftuf,rl]nt Af, ,alfu, lo rEng. a ''r't- 1-FltXlnr I oer4adrr t'.r rb. cr{tlJl a/to TO: TOWN Attn: P.0. Vail. PRGJEGT OF VAIL Mr. Stan Berryman Box 100 JOB NO. 4 398 90 DAILY REPOKT NO. rlwotcE No. Vail, Colorado _ DATE: 7/?L/gO 3L sHEEr 4 oF co 81658-0100 Addition to Vail Transportation Ccnter, SIRUCruRE New parking rarnp wall UEATn|ttIrr^lx)il RSrFoRCllS coaaofis lEflNCAL ltoRrzo0lIAL Ll.ne A1-82 W. of Grid top of wal1 99.69 bottomof wa1I 93.48 #4 @ r?ttoc cont. #4 lBrro top of wall cont. SP€GU|C TXTIs: SIEIL GRAE! 60 RstrF(nc c ctI NtolEs! 2 #5 bats CIIAR l|CE AI|o CgVEh 48 f,€Qo sPt c||tc sPECsrc Tro|t$ 46 l€Qr B R sl.FPlofiTs: TtPf gtISiI' RLFll El n.t.rts uso L.rto be Ll slloP DnArD{cs usED reBlacedxfit 69NrR croff ArMsrD 6 ,ru.t-lue ocsenvAnoN EI prrr_lug oo$mr noN llPllcE oolll.PnNce YeE UET PRO.ECT TTET PROIES' REruROIEXTS REOUNANEXIS' $llEH tNtlutlY ' lt?l€xgAt||r€) Rf,-OqIN€D DAIE RE-OOMIED PROGRESS REPORTwith project The reinforcing steel appearsplans and specifications. to be placed in conPllance Michael Barber Alchitecture, COPIES Attn: Mr. Scott Ward; Gary Murrain PCL Construction Services, Attn; Mr. Dcnny Amourl Anderson € Hastings I'llRS Consultants . Attn: Mr. Lcs Bill Carr Steven L. Pawlak ROD O8SER1/IR APPROVED FT Chen€Nonhern.lnc.a O don'dbns lnshrq' e'i 5d-'0'(' REPORT OF CONSTRUCTION ACTIVITIES at ^ rr.ml.( FiorlErlr{ !o -9!ryE- qG Pr;r ^r.) oultawr Ar !!F9!1! |r€ etrtnrn As nt corrlt{ry tl(ttllltJtl,tsffi trffiffirftffi;ii'ri'u. tir'irirrri- Cfrq;s6 rn nrniri;rJliOl 611 rttnfi..q om x1F1;rnt E Fglttr/tD Puga11o o(n r$l11 corrirro uuss onrt lei rq.rxll; lae EEln lo N Ytllr€' a 'rrr.- ., r.F-f f ff-l g-r o, 6.it'r. 16r nr oat@ a/!o To: TOhIN OF VArL JoB No. 4 398 g0 DATE: ?/23/90 Attn: Mr. Stan Berrynan DNLy REpORT NO. J2 SHEE1 t OF JP.O. Box 10.0Vail C0 81658-0.100" lllVOlCE NO. pRqrECT Addition to Vail Transportation Center, Vai1, Colorado WEATHER coNomoNs ANo TEMPERATURE partly cloudyr 5Oo - ?Oo CONIRACTORS CONSTRUCNON ACIMNES P€RSOT{Nfu MAX)fi EOUIPMENT: AGIMTIEs: cHElt-NoRIHERN's stTE AcIMnEs F\rll tiune observation and testing of ..the;Tnn&'nratliii'ffifiE-placed for footings Level One' Stairs #11. Fill construction west of-the existlng tunnet is now conpleted at 1:00 p.m. B&R contj.nues excavation for footings for new structure east of, existing grid wall J0, also cutting Srade north of-frontage road.- Reinforclng steel inspection for footing Line 89 36.1739 to B7. ThiB will complete tne 15r-x Jr6rt conti-nuous footingo Fill is now conpleted for Level Onel Stair #LL footings. VERBAL COMMUNICAT1ON WIIII CONTRASTOR, ENGINEER. ARCHITESI, OWNER Les ltioOd was advised of the 3 L/2 hour time for additional foot of fill placed at level 0ne1 Stalrs /111. Michael Barber Architecture,COPIES Attn; Mr. Scott Ward;5a1y Murrain PCL Construction Services! Attn: Mr. Denny Armour: Anderson 6 llastings; URS Constrltants, Attn j- l!lrg-!,e r--g1 Rill Carr Steven L. Pawlak NELI) OBSERVER EPPRWEO TT C..rrlr.|' t rgf*r .a S.lrJ.a,. Clrcn€Nortlrcrn.lnc. O O REPORT OF FIELD NUCLEAR DENSITY TESTING To: ro$lN oF VArL JoB No. 4 398 e0 0ATE 7/23/90 fl|itr"T"iostan Berrvman DALv REpoRr No- J2 sHerr 2 or j Vail CO 81658-0100 DWOICE NO. PROTECf Addjtion to Vail Transrrortati.on Center. Vail. Colorado SPECInCANON COUPACTION A MAIERLAL MINTMUU REQUTRED tN-pt-AcE DEl.tsry gB coNsIRUcnoN CoNIMCIoR:B8<B Excavatlng A5x DETERMINED E/: LOCA1ION5 WERE .A,STT,1 D155f under footing SELECTED gf: Chen NorthernTEST TY?E AI".IO NUMBER TY?E A}ID NUMBER MEIHOD OF ADDING OF EARTH MOVING UNIIS oF coMPAcloN uNns I MotStURE natural I Dlr I front loader THlcKNEss sheepsfoot roller NUMBER oFI Ju.np jack OF UFT PASSES req req aa a6 LOCATION DEFTH OR ELEVATION (FEEr) LABORATORf REU) PERCENT OF (Rarrlv€/ lr^xUr{n)(xtl lE) SOIL TTPE tE>l NO.IIN(MUM Df{Y DENS.[IY(pcf) OPTlMUM MOISTURE CONTENT(x) DTY DENSITY(rf) MOISruRE CONIENI (7) 150 L1t L32 L33 v\ t35 8 20r Sr of A Linl0r E. of lt1 B 5Ot Se of A Lin @ Grid ll 4Br S. of A Lin @ Grid If 32t S. of A LinIOr E. of 12 Br S. of A Line5' E. of 14 40r S. of A Lin @ Grj.d 1J lO I AEF 12IAEF 1I I AE}. L2.6tl AEF 12IAEF Lat 6n AEF U6.o L36.O 136.0 L36.0 L36.o L36,O 5,9 5.9 5.9 5.9 5.9 5.9 L33.i L33.9 L3?.t L33.2 r34.t L39.( 7.? 7.4 7.O 6.8 5.5 5.? 9B 98 9B 98 99 99 eI, silty sandygravel It tl tl It E FULL TIME OBSERYATION T] PA'il TIME OBSERVATION lr{J tf?oiT pttjl}n! (I'rtlt! lltr{D at A REt T tr q,n (pgrJl.r rrx6 ('f nl n,r:rJ.f ]ll. rt lr vf RrI lat ofl nlf crtfiMclt)l Io coinin!,'nnxl trr( Frlor.€,|grD corr"fcDw IIrrFr ^|lo |rGnFf rt rtl u,firflg nt nvrs wxlr'iih iEsfnii_n c-||(n (rxr.jlv!&r crr^tut9. rEsts AFE rr{E oq nrF an! et.Y ^s cfLE'/r.D r{'.'str p qrIR rE q.n oosr.F./rr:l .,ulp€lp{r. rtsr u,rre fi. -tiiii rrfliil o^Ss rm dnM6.s fi m|ell|l.R lllt Rtl uETs sEcrrcAln& IHE NlrCtE R DIEIrsOr.EIER uEffm Of T€$DIC tr S USED tN SlrtrSIANru i^CCOnD NC€ $Ill A'SIU 02992 AllD DJO17 1J0B and UIB are retests of T/AL/)O PRzuMIMFT OESER/AIIONS AllO,/OR TESr RESULTS IERB/\IIY REPORTED TOr Les li/ood tests wereLevel One, PRoGRESS REPoFrf The abovebelng placed for footingsfron existing footl.ng. perforned onStair #lI.the structural fill Elevations taken coPrEs xi;ll?""li"B::.t'ftli::"ture, Anderson I llastings; Mr.'6ary Murrian; PCL Construct ion, - Attn: --Mr.-Denny Armour I IJRS Consrrl tants, Attn: MT. Les tvooo; Bill Carr Steven L. Pawlak REI.D OBSESWER APPRO/ED ST A3 A |.tmr( ?FffErp. rv .lrxr* nf Ftnf ,r}o Grkttlf-r, Al Fft(|nt |Jrf, g.trrrrrD At rf coYurnr(-"txtftrrY c- (rt ctfxra ^'o lulr|do tDl tll |rll EA- rg^r g. sr1rry1x1 c.'.clulr'.lr o,r mt cTt rF r 6a Rto6(r{o or rrr<rii's*diiniu'frjiiio-irn -rrn-ol pPnoVA- 3{fr-Et ru E Dl$orD 0r fftll rf,tltlo 6 coft.Ir|D ulI:l ('IrI| ,iil|Irxtl af IGID lo ta tl l ^ r'-rr- i r.[l-tX]gr , ...r?d.r f-rr ta., ClfIUI a,/- Chen€Northern,lnc a t:dhf lr+|r-r -a td..rtla. REPORT OF REINFORCING STEEL OBSERVATION At A rl,tu.t fEtfctEra nt ctlxtt Ir: Rlt x., d.ttttttt Af rfFfltt |trl sliaTltD lr nf dcExfi|{- ,rirrftrY f dt CtIxIl Ito A,trlxu rDl rcl ntr'E^- rn cr srlnrlr{ll crr(rlsra rrr rxti ctr rrcra dt rtq ma ar nex*ig-i&riin -Fdoap-oll -ttnot ar?rmL grnrt lu E DE qED tr lrll tf:m€ B oqfrfttD urllrt oltl,| lal}EjrMr A,rf, ,aiu.o lo H tt3na ^ .ri-ir- .a r-fitlX l7-r rr ..lnF.r- ftrri rar. Cral l! a^O To: To''lN Attn: P.O. Vai I PRqJECT OF VAIL Mr. Stan Berrynan Box 100 JOB NO. 4 398 9.0. DAILY REPORT NO. tlwotcE No. Vai l" , Col orado DATE: 7/23/90 32 sHEEr 5 oF c0 81658-0100 Addition to Vall Transportation Center, srRUcruRE Footi.ng u)c I|Ol EEl/ ll(x REIFORC0|(I coflefis \EKNCIL H(x{ZqrtL Llne B9-J6.5to i9 Line 87 It tl 8161.4 I ll sandeesg 4grr grtd @7 Dywidag L8 #6 llLL @ LB #6 #6 @ 11" 12rl @ 11rl @ 1Ul mcho!6 for oc contr bottom slat oc cont. botton nat oc cont. top nat oc eachway hread bar SPEEIfE TIO€: srEI- Cf, DE! 50 R€r{FWU{c Cr.EANL0{Ei* clean ctE RAtlcE l}{o ooYER See progresE; SnrcUC spEC1rE rxtil* aA feq B R Slf,P\oRns: rrre brick E nens uso El srtor DRAruGs usED B conrnrron eorrceo El .ru-lue oosiEnrt mN IE prrr-nue oosErv noN ItPt CG oOILPlllCE ye$ MET PRO.f,CI YET PRo,EC' SIEIUIR TEXTS - REOIJNETO{Ts tltE|t NrIu[Y ttl€ O TO{O RE.ECAIHED Ftt{Ell Ho{ffr }rl DATE RE-O(Arfi@ PRocREss REPoFf, Top nat needs 2rr clearancereinforcing steel appears to be placed ln and specificatj-ons. south side courpliance at 3?-38. Thewlth project plans Michael Barb"er Architecture, COPIES Attn: Mr. Scott Ward; Gary Murrain PCL Constmction Services'; Attn: Mr. Denny Annour; Anderson & Hastings; URS Consultants. Attn: Mr, Les Wood: Bill Carr Steven L. Pawlak REID OBSERI/ER APPfiOVED FT Chen€Northem.lnc.o O c.n.'nlne [J'ck|.-. orx' !.jitb!. REPORT OF CONSTRUCTION ACTIVITIES ^s ^ rlnn riollslqr P-qrr.rl- nf, FtfE rlo cltFawl al lltqrn raf n rtrrm ,t3 nr corrD.xll'( w^rt|Atrffi fi"rffiffi#tffifl;ffd. ;itrirri- *rq urn<r u rxrrsri rFor -o.l fto mr{t qri nttcftr3 ls ftrs*I\/rD Fo{olfi, qn rn IIrl conr'll, tnrss o|rrt ||i.rqrrlls ,af |or1ll, lo lx lFlr{r ^ |n-'t- ra *[f f ft-l'r " o. o..rtrr- t-ti 15 G|f lqt^ 'Yao To: T'ltN oF vArL JoB No. 4 isa g0 DATE: ?/a4/9o Attn: Itlr. Start Berrynan DAILy REpORT NO. ff SHEff l OF 7P.O. Box 100 Vail C0 81.658-.0.100" ltWOlCE NO. PROJECT Addition to Vail Transportation Center, Vail, Colorado WEATHER CONDmONS AllD TEMPEMIURE partly cloudy, 6unny - ?ro CONIRACTOR1S CONSTRUCNON ASIMTIES PBSONNfu TIA'OR EQUIPITENI: ACIMIIES: CHE}|-NoRIHERN'S Sm ACITVInS FuIl tirne observation and testing of concrete being placed at 89 35.9-39 for footing' Testing of the structuralbackfill being placed at footings south of 89 Llne 3L-5I11 conpactiontesting for footlngs being excavated for Leve1 Oner Stair #LL.Inspection of rebar being placed rehabr bean and wa1lr west wallt Level 41 Lj-ne BI-82, Gri.d l. VERBAL COMMUNICATION WTTH CONTRACTOR. ENG|NEER. ARCHrrECT, OY/bIER AS NO EhOP dTAWiNgE are available for rehab. beam, Les Wood of URSI Dan Mertz of PCL1 have verbally stated rebar to natch exi.sting wall and beam. cop,Es XiilT',,1i'3::.t'ft:*;E::ii,,urrairr PCL Construction Services, Attn: Mr. Denny BiIl Carr Steven L. Pawlak NAD OESEEilER APPROVED B/ Chen€Nonhern.lnc I C..rdbt tnfh... .i S.r..d- REPORT OF FIELD NUCLEAR DENSITY TESTING ls A rlrurt pirrlErrrt tr, qfr.Ir, tf rrfE |ro (IFtrf1 al Frtomt ||q lrF{Ifm ^3 nf corarnl!-J'cn.fmr (I. q,l ql(xnt fx' rul}olufDr roi 'tI tA- tm .r stllttnl.Ts. orr{llt*G qr mt'crr tn l q i€E F tc qr *lffr*rii:rnib'-ptirip-qr -rrnor lP?iov& s,rlft6 ru I BrurD r lrtn lEm€ 6 oo. rrID ur-cr snrt ,a,frl,.ll ^i: ,lill.D lo 0l l r$(r ^ 'i-'rr- .. r.[fftX l'tr r .-'!'b F i l.a CLEltA a,/O To: To1rN oF vArL JoB No- 4 398 90 DAIE 7/?4/90 Attn: Mr. Stan Berrymanp.o. Box 100 oAjLy REpoRT NO. 33 SHEEr 2 OF 7 Vail CO 81658-0100 DgvOpE No. PR0JECT Addition to Vail Tnansportation Center, Vail, Colorado SPECmCAnoN cottp^cTtoH t UATER|AL MTNIMUM REQUTREO tN-pl,ACE DENSIr 9B r AS CONSIRUC1ON CONIa;I'CTOR:B&B Excavating 651 DETERMINED Ff: LOCANONS WERE ASTTI.{ D155f under footing sF'l trcTED sY: Chen Northern TY?E EXD NUMBER OF EARIH MOVING UNTTS T\?E AI{D NUMBER OF COMPAGTION UNTTS METHOp OF ADDtNc MOTSTURE natural 1 hoe jump jack THICKNESS OF lJFTas req. NUMBER OF PASSES as reqlrl LOCAT]ON OEPTH OR ELEVANON (FEE[) LABOR^TOFY RELD PERCEN' OF (nf,lTrvE/ rA)(u4r) O{IIrICD SOIL TY"E tE)l NO.Il,\XIMUM DTY DENSMT (Pcf) OPllMUM MOISTURE CONlENT(u) DFNT DENSITY Ocr) MOIsTURE CONTENI(x) 136 r37 L3B 139 14r S. ofA Line @ Grid 14 55' S. of A LineBr E, of 12 35' S. of A Line5f E. of Lz 35t S. of A Linear E. of 12 7L.7 59.25 6L.25 62.25 Lr6.O 1J6.0 155.0 U6.o 5.9 5.9 5.9 5.9 I33.6 L33.8 L33.9 154.0 6rB 6.9 5.6 5.8 98 9B 9B 99 sl. silty sandygravel Tll3 EFdIT Fif,J,,tt (ttl0|r t(tir.o a! A ntsl|Ll of orn oElf,ll rxttlt (r flf nacrxf.llt tf l$\/f mllFD-ofi-ntF Glt'rR.lcTtti ru colrntf, lP?LY{[o Df rf,tga.ftrgtD qrr.na6rttE orrrr11 ar,rtt rrosnrrf ru nr.l. urir*(, rtr nurs vrix'ii_n Hi:raan c utl qE{trvlt o,c6^lxt|s rF5nl ,,if, !4o€ t r}|f 'It o{Y rs Gr.:\t lncfssrrr ro cA-gr rE qrt octn\fit:t ,r{nxf,l*J.r. tsr rxn .lri liii ii-i:iirr orrs rm ofixt<lc lr{ wrtgnft.R lf, tl{l. ulEnt gtorrcAflra' THE Ntrcl.E R DotsouErEn uEnrcr) or tEsnNc w s rrscD tN st Bsr lfiuL lccoRD$tc{ wnfi ASIu o2ee2 Al{D oJolT PREIilIMFT OESERVATIONS Al{DlOR TESI RESULTS \ERIIAI-LY REPORTED TO:LeB Wood E FULL TrME o&sEF/AIoN E PART NME OBSEF/ATION t*"** *** t* :xcavated at Level above test6 One, Stair were performed on footing base bein6 /i11. Elevations are botton of footing. coPrEs Tiil?"'*3"8:i.t"ft'ji::cture, Anderson & l{astings; Mr' Gary Murrian; PCL Construction,-Attn: - -Mr. - Denny Arnour i IIRS Consrrltants, Attn: Ivlr. Les wooo; Bill Carr Steven L. Pawlak FIELD OBSERVER APPRCIVED F' Chen€Nofllrcrn.lnc Co.rrlh ttlrrt -a t L.fr REPORT OF FIELD NUCLEAR DENSITY TESTING ^s A |r,ml|t FEtfcrxtl E ctrxn flf r'r'rlt tr! ai.itlva. ^tl F t'.ttr! fttf rr..TnD r5 Tr OOfDl},r$[ fr*r"nrY qr c|l cr rfnl l.to a,noln^ l|| tol raFl E - ro,. '. st^rr.rxrt D.'{rr.tFr.' qr mFrcrt l6x m irc nn1o qr rururi'ia*r riio'-Pd[fd-qn -trrnx 'PPrnx - :te|?u:l ru E DEFED r ltln lE rt{' 6 ootttltD ttLt olllt liiagr.Dcl ff, ,![rD ro H rnllMr ^ 'tt'ri' .. r'.[fttt l'r| r ..irpo{- a-rr t.a ClIlqrA 4/ts To: TOnIN OF VArL JoB No. 4 398 90 DAIe ?/24/90Attn: Mr' stan llerryman DALY REpoRT No. 33 sneerJ or ?P.O. Box 100 Vail C0 81658-0100 DwolcE No. PROJECI Addition to Vail Transrrortati.on Center, Vail, Colorado SPECmCAT|OI{ CoupAcTtoN t MATERTAL MINIMUM REQUIRED IN_PI.ACE DEI.ISTTY 95 r AS OETERMINED Ef: ASTI4 D1557 CONSIRUCNON CONTMCIOR:B&B EXCAVAtiNg '5U' LOCAI]ONS WERE SELECTED Sf: ChEN ]''IOTIhETN TYPE AI{D NUMBER OF EARTH MOVING UNIIS TYPE A},ID NUMEER OF COMPACTION UNTT5 1 METHOD OF ADOtNc MO15ruRE natural I front loader dual wheel rolIer,I junnp jack THICKNESS OF UFT NUMBER OF PASSES a6 <l iJ req req. LOCEION DETTH OR ELEVATION (FEFr) LABORATOFNT RELD P€RCO{r Of (nE ^rrvE/rtl^xufl) ottrArE) solL IyPE rtJl NO.[1N(IMUM DR' DENSTTY (Dcf) OPnMUM MOISTURE CONTENT(r) DRT DENSTTY (pct) MOlsruRE CONTENT(z) 14( 141 r42 4r S. 32., 6r s. 53.5 4t S' 14 @ .Ilo B9 B9 of of of 2r 6,118Tr 1r 6ilBTI 6'I BTF 155.0 t36.O 1J5.0 5,9 5.9 5.9 L1L.3 L3L.' L33.6 6.8 6.5 6.9 97 9? 9B sI. sj-lty sandygravel ts RJLL TIME oBsEF/ATtoN tr PART TIME oBSEFMATIoN rra iF.Pont Pitl(}nt f lr! TurED ar A REII,LT G dri Gtiv rrt r or nl n|corft|I' rE tl E l!t,f-D,otr rHr mr| u/cron m co'mu,€ APFlYrlo r{ FfEprrt |tflo cspfsfw ofrr'r'r ^t o r.t(Eifrrrt 'l] ;ltl ujqo|o nn lws rnil'iiir'initii' s-rrq ftsEr,,ma _m^rn6. IFsrs ,F€ {q€ -t !# nl oraY ls rtrrttt xtotscrfir lo .:/\n rE cr oosthtrrs Jurout {r. rtJl urr Ai ;; ii-i*lFtt 0 sti rn anlnrs (r| vl[llf,ll rr|t fltl lltrB y€clr*Aln6' lHE HUCIIAR OA'SOUEIER UEN|o() OF TESNNC WAS I,ISE! IN $'6T^}{fl^L /ICCOiiDANCE WIIH ASIU D29E2 ^}ID DJO17 PRE|JMIMRY OBSEfiVATTONS AI{D,/OR TESr RESULTS \ERBALLY REPORTED TO: LeE \i/ood pR(rcREss REpoRr The above tests were performed on- structural fill being dlE'Cljd--an--badkfllt at footing, new structure south of B9 Line. Elevation taken from top of footl coPrEs xitl?"'"li"B:i.t'fiii::cture' Anderson & Hastings; Mr. Gary Murrian; PCL Construction,-Attn; - -Mr. - Denny Arrnour I IfRS Consrrltants, Attn: MT. Les tvooct; Bill Carr Steven L. Pawlak RE.D OSERI/ER APPRCIVED BT CheneNorthem.lnc t REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS At A |l,rl{. aErFaDl I (lrxB' lrl triE ,rfi (xrtlvrl r{r lttgq! ^'lf tlT -rrD a! ''t: cofDDlr!''|" rt'rritY (t (trr cr rl|tl' |,{l and![ tD' fil nGl'E - trtr (/ tr ,,,xtl oltft,,,r.' o, rrn'6?lt Trrtf ot lco^rrr€ orrr pofr*diEriio'-rtjrird-o'a -wrrrx rrlnorlr- g'rv'rr: rrr' E DF(IID c 'n[r ltt]E t3 ooturrD tArr g Ln|rrrx'l rrl. m! lo ll |tflL' ^ "ir.- , r.fXlFlrlr ., .-r.t t-i F* Gtttl.| a/to t cdrrhr rttclrr ci s.atr,'{' TO: 1gy1,1 OI; VAIL JOB NO. 4 JU8 90 DATE ?/?4/9O Attn: Mr. Stan llerrymanp.o. Dox 100 DALY REpOm NO. f3 SHEETA 0F 7 Vail C0 81658-0100 N\6ICE No. PR(IJECT Ad(li ti on to Vai I Trarrsl)ortati.on Ccntcr', V:ri 1 . Colorado. srmJalll.l"10bile sPErE^lp$ts $rrIP ru r.D. A 3000 @ z3-3"v" * *"T.#L*-* ono 6o0-Bo0 IESTlo.Tn c|(}{r. rrcXET Mt nuE OAIG'E) r !i \ TluE ARNilED TIII€ sAllPt-g) RArOUrru,fl@UI{IBtfo${ RE\OIJ,INN @.,HTEN couPrEllot{ CI'IIC YAruXitilD/ CUUUIIIIVE IYA1ER IDO@ o l!ff\tr I 2 1 4 5 o 7 54 ro0 4B 114 46 r50 29 011155 011156 LL'7 115a 116p rI52 1164 5:40 5247 6:011 5:19 6:3o 6243 6z58 6tOJ 6zO5 6:2) 6235 5:4o 7:o2 7:2o 6:Jo 6235 6:4o 6:5o 7: Io req req 'req req req req req as as 'as ag 4E as AB as req a6 req ae reg a6 req as req aE req as req B IA 24 32 4B >6 64 0 0 O 0 0 0 IEsr MT suJl?(ll[)rn cotfrE{t(r) IET UTTTrtrHt (Pcf) Ytat) @}rcRHE TETPI- RATI,,RE cr) RDa fdql 2 4 4 C, 6 4 3/45 3/4, L/\ 6 L/\ 4 3/4 6,O 6.6 L40.5 'i 58 70 6B 7O 6B cast 4 cyl. balance of load rejected by contract balance of load reJected by contract balanc-e of load rejected by contract - Sa.mples taken from trucks be vj-sually observed for not pumper. slunp. Client requestedPROGRESS REPOKTevery truck a,i,^F Michacl llarbcr Architccturc;r'vrlEr Andersorr I llastings; Gary Murrain PCL Constructiolt Scrvices; URS Consultants; Bill Carr Steven L. Pavrlak FIND OBSENTER APPNOVED BT CheneNorthern.lnc O O cdrthr E nt-r lrr s'k{rl' REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS Ar A tamtt FEtfGtDt ro crrxft, lI? nfE r.n drinltL ar !q!q! xrla :r[.trTD A! ttt co..tpll!-]'tn('virt ('l srr o frt:' x|} am0rr^nx nDl ^|rIA-rnx or sr rrrrxtl tororrlr.r <rr rrr crt norr rrr leo a.lr cr ngodi'r*iJi1io'-niliri-ar mnlrx 'imron- s r,'r[! ttl tE IxFurD cr lrrtr ttr'D€ 13 ooFunD l'rLr oDrr r lLrtl Ea, ,grt D lo tl lFlrf. A ir.ra- J rFtil-lrr el rrrrrrrr l-r b Ullaa ./||O TO: 1gy1;rs Otr VAIL JoB NO. 4 J98 e0 DATE ?/24/gO Attn t lvlr. Stan llcrrylnanp.o. Box r00 Dv')r'r.rr DALY REP0FT No. ]f sHgrr 5 or 7 Vail CO 81658-0100 nryOcE NO. PROIECT Addi ti on to Vai I 'f?ansl)ort ati. on Ccntcr, Vai 1 . Col otatlo. grEGE tlEt{& 3, yP t/o( uL A f000 5-'An coNrBn 4-E ATgEMT TEIPERAruRE R^l€€ 6o0-BoosrupntmVtl.I''1obj.1e TEST Mt TNrcKt{L TEI(ET lro. NTE EATCHgI TITE ARRilEI TIUE SATPLE) RA,AUfiFtl @UNIBEolll RE\OUflPN C(XJNTEn OOIH.EIION :I'IEC YAfiIS t-orD/ ct llut-ArrvE WA1B TDOED o ttoa{s B 9 10 11 L2 L3 14 2B ,4 100 }}4 r05 46 44 LT65 1155 LL57 rr69 rrTq 1171 LL?2 7 :08 ? zLO 7 zL6 7;43 7:47 ? t?t 7:57 7:2J 7:3o 7:5o 7:55 . 7:59 B:05 8: 15 8:15 as as a6 as as as a6 req req req req req req req as req as req aE req as req as req as req as req '72 BO B8 96 104 r12 120 o 0 0 0 2 0 lEirln su|lp(|lr)lno$fn}|r(r) TET UNTTtEolft (Fcf) IlaD coilcflErE TE'PE- R^nm cF) Rfr&fl{s L3 3 6.6 70 request by eupplier to test to conpare plant test @ 4 U4" slunp, 6.2 air. PROGRESS REFORT coPl6 Michael lJarber Architecturei Anderson 6 llastings; Gary Munain PCL Construction Scrvlces; URS Consultants; Bill Carr Steven L. Pawlak NTU) OSEM/ER APPROVE) BT Chen€Nortlrcrn.lnc O o REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS at A rrrlJ t litlE Dl ro |lrxll Tl llrit lffl .lElalft at mta,m rnE tFrTtfD ar nf corlDofl'r-Iti(|rff,TY (lr or o fxtl' |ro ^l'nnn'ltrll fEl Rf,'r^- t't d.srartltxtt oarot Sr (11 1;tt a'ts rR! ot 11o"6oa€ qt EFoilt 5 nr:r.nlut pl}l,rc GuR ffirltx rrnxrl. srunD tlt EE ocFuttD " 'YiIl lE ]xt B co.!fiD t'llr'. oDrt rdaf,rar,lt ,f nlt lo n lrne ^ '.'.r.r .a s.fi]iill Fl .l rr.rt .. t ri b cLlt4. a./lo C4.rr{hf tttttr-r sra Sdnald. TO: 1sy11 Ol; vArL JOB NO. 4 398 90 DAII.j.T/Z4/9O ll8l'u"T'iostan llcrrvman DA,LY REP'RT No' 3f sHEEr 6 oF 7 Vail C0 81658-0100 INVOICE NO. PROTECT Atkli.ti.on to Vai 1 Tralrst)ortation Ccntcr, Vai I . Col.oratlo. sP€CrEAIx)t{s: Surrp slrPPlJERW.l.{obiLeyu m. A }00O <-q AtR colrrEur 4- B AISE{I IEIPfRAIUR€ R T€E 6oo-Boo lEr hp. Tn cxt€. TrcXET l{o. Ttlr€ SAICH@ n|rE ARNN'ED 1llr€ s ltPtID RnOUfiE||@umamol Rf\oufilo| @(lNIER oovPt-EIlor{ IUIIC YAG|.oro/ CT'|UUIAIIVE lx rEn |I)oE) CAlIrSas r5 15 L7 }B 19 2Q 2L 150 29 28 ,4 r00 114 105 LL73 1r74 LL75 LL?6 LL77 . 1178 LLZ9 B:O! B:LJ. B: IB B:26 8:Jl B:.58 B:4B B:20 B: ]0 B:40 B:42 B:50 9:00 9:Oj 8241 9 :00 a6 req as req aa req a6 req as reg as req as req as req aB req aE req aa req as req aa req as req 12B L3a 144 Lrz r50 r5B L76 U ? I4 10 0 U lElrMI su,tF(0r)AN O${IEilT(r) tEr ul|r TTF}fT (Pcf) Yta!ootcnf,IE TEIIPE- R^IT,IRE cr) Rll ru€ L7 1B 19 4r5 ea 14a.1 ?oo ?Lo after test - 5 gallons of nater added by euppller supplier added water twice cast 11 cylinders ^nDlFe MichacI llarbcr Architecture I Anderson G llastings; Gary Murrain PCL Construction Sewices l URS Consultants; I I nill Carr Steven L. Pawlak I I nno ossEm/ER APPRoI/ED BY II Chen€Northern.lnc O C.o..rlr.{ Ctlftrt .ri 5icLtlH. REPORT OF CONCRETE PL.ACEMENT OBSERVATIONS ar A rt lltr. ?i'lfrrD. E cttt Tt, lt( |lfr |,r, q.R?ttrt 4r r!t!l]! |Ff r.itrlrn a! Ti' oottflNlut--l't"ttw c'. fit c| f]'r1 f"t amwflrD' toi |t,n-E]- ro' o. rr rrrf,"rl oorcru.rrn or firricnr .Rr,, trr ito'ry\.rr orl anifr'u-idnio'-lriiid-qn -wrlrx ltfnwA- 3 ''rrit vu !E DlsulD (r lntl lctl]€ E ooEunt |,urr rrDat ,rraErarfil E r(f,,tt m t{ tmlB. a '!-r.r .a r''.[flfX-lr-t '' ...rr.J- t i tla CII laa a/ao TO: .p1y;r1 OI; VAI L Attn: Mr. Stan Dcrrynan P.0. Box 100 Vail C0 81658-0100 PR(UECI A(l(litiorr to Vai 1 'transPot'tat'i on Ccrtcl', JOB NO. 4 J9B 90 OAILY REPORT NO. Itfl/0lCE NO. Vai 1 . Co1olatlo. D^re 7/24/90 33 sHEEr 7 oF SPErEATPiI3: $ rrllP V/.l"iobileuu l..o. A f000 3-5 An co$rElfr 4-B AIIEO{I TETPCM]URE RA}GE 600 - BooSI'PFUN IEIT lto.TN,E|( ML nq(Er ML IIUE SAIGTE) 'lluE ARRryg) IM€ s ttPLtD RnO{rrIFal COU IEN EOS{ RE\OU,TlOil @UNTER @TPtETX)N ;lr&c YAm r-o4D/ CUMUIAIIVE WATER DOS)qAuor6 22 )7 24 46 44 29 llBO }TBI IIB] B:51 9:O5 922\ 9: t0 9 zLJ IO:20 as req aa req as req as req as req as req 184 t9z 200 , 0 o TE THI su[? (&r) AIR o(t{Itl{T(r) hIT UN]T wEo+tT(Pcf) YTI.D cor$ftm TE'PE- RAIURE co tru fiu(s pROCRESS REpORt Total last truck at 2O0 cubic yards at 10:JO a.rn. ..nDrtrR Michacl Batbcr Archi tccturc ; Andcrson I llastings; Gary lrlurrain PCL Constructiotr Services; URS Consultants; BiIl Carr Steven L. Pawlak RE,"O OFETilER APPROVED BT Chen€Nofthern.lnc.C€{DotiJrE tngll' rt ottd 6d-n .b REPORT OF CONSTRUCTION ACTIVITIES a3 A ttmtr( ||'xrtlErrr to cl;ltlll Tlf FrnE lro ot rtfllTr. aLt !IrTr!!! rF€ glrrrm A3 rr|: @rrrlxlta-frrlfffY " crJ.t ol,fnl ".| amgirllDl l n-i g- rrr f <tlm.rl.rs rrlnulotr (F r.rti,rcnl r! cl !t!!I]?to r rrrqa6-r-iiri;r'-n0rmro-or,n nnnlu Jlrnavn- s,r)rtE fu- oE DGr!GD oF frrl lEJrra B cAltrn-D urrJs flrt.l lf,n rq.Jar{l1l ,rlt lcutl To lx rrulllo. A ninf- .a lrl Hlll lF.t ., dlt''r. rdrn l|o. cLlor^ 't/to To: Tol,lN Attn : P,O. Vai I PRO,IECT OF VAIL Mr. Stan Berrynan Box 10O co 816sB-0.L00. Addition to Vail Transportation JOB NO. 4 398 S0 DAILY REPORT NO. lwotcE No. Vai 1, Colorado oATe 7/25/90 34 sHEEr 10F Ccnte r, CONIRACIOR'S CONSIRUSNON ACIMTIES PERSONNfu hIA'Ofl EQUIPMENT: ACIMTIES: cHE,.t-NoflTHEnlt's sIrE AcTMTtEs irull time observation and testing of ;;;$i;'b;i"e'pilc;a*tor top of west wall, new.parking IagP. ^ conpaction ieiti"A of stiuitural fill teingplaced north and south of 89 footing. Inspecfion of Tebar being placed-at l2rr x 42tt wal|r Level 2l.existing Grid l. Observation of excavation to natural soils for footing Line R-B.r/39 and Line BL 3B-36, Level Oner new parking structure. B&R Excavatlng continues to cut grade north of frontage road. VERBAL COMMUNICATION WTTH CONTRACTOR, ENGINEER, ARCHITECT. OWNER lr'lichae I Barber Architccture,COPIES Attn: l"lr. Scott Ward;5a1y Murrain PCL Construction Services, Attn: Mr. Denny Annour: Anderson f, Hastings; URS Consrrltants, Altn: I'4&-!r9r Wood I nilt Cam Steven L. PawLak I I nn-o oreencn APPRoYEI sY Chen€Nonhern.lnc. O Co||.dltt frgb.fi ia s.J.S REPORT OF FIELD NUCLEAR DENS NG AS A rtmlrl FXt'fqIItr ro (ltrlrt\ n( FfE lr0 (lri:Frvf1 ^u lfJrl'tra |,ttt srFrTllD ^3 rI CfDt}.Iur -Piotrf r gi ct[xnt A'$ aml[' [x 7tl mltA- rxx (r srlr"rfir.rl c(rqur(r€ trt r'nrfcr! rirrr on ft! aor{q q.q urrirJa-d;Ciiio -eriroio q.r rrnr.x Altio/A- SAlftlS rrr { Dtltor.D f rFIIl rEllllo lt outfllD trrll q|}rt rFr{Lxtt ,f, ,3IIID lo x rfinr,c, A 'rri.' J -@* , ...|rqr- rd|i )5. (rf lot a/F o ITY TESTI To: To1l1N 0F VArL JoB No. 4 398 90 DATE ?/"5/9O . Attn: Mr. Stan llerrynanp.o. Box 100 D'r'vxrarr DArLy REpoRT No. f4 sHEEr 2 oF , Vail CO 81658-0100 lNVorcE No. PROTECT Addition to Vail Transportati.on Center, Vail, Colorado SPECIRCAnoN coupAcTlol| & yATERLAL MINIMUM REQUIRED IN-PLACE DENSTTY 95 X A5 CONSIRUCIION CoNTRACIoR: B&B Excavating TES'I DETERMTNED s:r; ASTM DI5r7 LOCAIIONS WERE SEI-EGTED BY:Chen Northern TYPE A}ID NUMBER OF EARTH MOVING UN]TS TYPE AI.ID NUMSER OF COMPAfiON UNTTS 2 MEIHoD oF ADDTNG MoTsTURE natural I front loaderjunp jacks THICKNESS OF UFT NUMBER OF PASSES aa aa req req LOGATION DEFIH OR ELEVANON (FEEr) LAAORATOFTT REU) PERCE}|r OF(RflrITYt/ r/^)flI{x) OSIAICD SOIL D?E rul NO.},IAXIMUM DfrY DENSTTY (pcf) OPTIMUM MOISTURE CONTENT G) DF' DENSTTT (p"0 MOISTURE CONIENT (7) r4i 141 L4: B9 B9 B9 of of of l0r N. @ 32.2 lor N. @33 9t N. @34 2 r 5nBTl I | 6r'BTF 6'IBTF 1J6.o L36.O 156.0 5.9 5.9 5.9 1]0.0 1]O.6 L1L.O 5.6 5.2 6.4 96 96 95 sl. silty sandygravel B FUI TIME o&sErvATloN D pAr{T TIME o&sEm/AltoN I€ rtfir pnt*xB cf.Dr3 Fonr.t, A! A REltt ff oui Grtrt/^rri6 ff nl fi4.'fyFxr. tr trc\ff Rfl|rD oil'lllt o(tfif,Act(n ro oot{rmf, ,PttYlHo r{ FEorfl|Ift o(rPrcrlw ErF(F ^rlo lo6ntlf m nu Darefq r|f rurs tlfrt (l;l harttl\,rr B rr otrs]F.ivlxl efMmfs rEsrs ^xf !rDf t rf Ett GtY As rflf,vrD .t.rrRrrtf ro c -R rE o.' uiethtlrs .tuirnrtm. itsr Drre ^'i -rfui rtr-gi sAs6 ron om o s cl rnlErlf,n tll[ Illr |rtEnt sPfotr rur6. THE trctEAR oE||soUEIER HEnm OF TESnIE W S irsE! tN SULSI NT!{ rCCOf$ NCE WIm ASI D2992 A}lD DJ{117 PREUMIMff/ OBSER|VA'IIONS Al.lOloR TEsr RESULTS IERBAILY REPORTED TO! Les Wood PROCRESS REFORTplaced at theof footine. structural Elevations fill beingfron top The above tests were perfomed on thefooting Level One, north of 89 Line. coPrEs xlil?"tr3"3:i.t'fil*:cture, Anderson & ttastings; Mr'-Gary Murrian; PCL Constrrrction, Attn: --Mr.- Denny Arrnour I IJRS Consultants. Attn: Mr. Les wood; BiIl Carr Steven L. Pawlak REU) OBSERI/ER APFRoVED F' ChenONorthern.lnc. O C.r:dltrt (!'fh.-r ata 5d.t&1, REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS ^r A ||,nr|t t|JrttDr llt (trxtr ll( FrE rar drrr. Dt at irt('ir! ^,rt llF rtfD a! n': @rlro{r1^l-]tro(|tr'i?r lF [r^ q[xB Aro a'||ne'lDl 7fl al(EA- m.r , sra|rr.ryl roru'., <rr rxrlcnt ridr oi reorirfr c,r nrnia?j'a-ffifiio' rrieiri-crr -rrrirn rrrsonr- s lrlr: rrl gt D(,'qrD rr rttt lt Ir€ 6 oortrttD urr:tr o f Fsrrrxt| t|l |.f,r, lo r{ tf,lta' A 'rr.rt- , -[Xttl-lr..r d .?r-*. a.rr r|a C|.lll.x 1/aO To: 1g1y11 orr vAI LAttn: Mr. Stan Bcrrytnan P.0. Box 100Vail CO 81658-0100 P@JECI Addi ti on to Vai I 'fTarsl)ortati on Ccntcr, JoB No.4 3eB eo D^Te '//2r/9O DALY REPOKT NO. )4 SHEETJ OF ll{\DICE NO. Vai 1. Col otado. suPruEnli]/.Mobile srmrEAIPNls v!( r.D- A SLUUP fo00 ,-,ln coffrEln 4-B AIaENT IE PEneTuRE R ttc€ 600-8O0 TESTtI}.TNUC|(t{L TP(ETlo.nuE a/$cHo Tlu€ ARNWED Tl|r€ SAllPLED RElOU,Tptl @(,lfiERIf!O{ RE\O{JJIXII,I@r,r{m couPtEIloN crfiIc Y mt_w/ C{rUUl Il/E WA1ER TDD€DqAuor|s I 2 4 ,4 r19 100 114 011205 Ieo6 I2O7 I2OB 5:45 6:09 6|52 7:2L 6zO2 6: tB 7:L2 ?:44 6245 a6 req aa req as req as req aa req aa req aa req a6 req I tF. 24 L2 4 4 IESTt{L stlJl?(Dr) An cor{rE{r(D UET U}I[T UEOHT (Pcf) YltU) O$rcREIE TOTPE- RATURE cF) REIiAE$ 4.0 6.2 141.1 7O (slunp by supplierr no air takenresults 4 I/4') ca6t 4 cylinders PROGRESS REFORI Tince and visual slunp obaerved on a1f trucks. Sanple taken from truck, ..'nDr.- Michac1 llarbcr Architccturc; furdcrson I llastings; Gary Murrain PCL Construction Services'; Ul{S Consultatrts; BiII Carr Steven L. Pawlak NETD OBSERVER APPROVE) Ef Chen€Northern.lnc. O Co,!t lhe fl|eh-r .||a Sd.|lbt REPORT OF EXCAVATION OBSERVATION As A lrr,nr t Piotfgmi m ctrxT:1. n|€ Putt-E ltr| (xr;rtr/t1 al tfpolrs ttt sulfrm ls Dtf ooarllx|l|Pno?fttTY of or,n c[xl!, llo anff IDl foi ira,-E -||('|0S|^n!t'|tJ'q|0(6|'6oftITuL.r:rnorrnxtq^A1iQux||rUrof|3BXL5tr*!FfJltJ}pqIrK|r1/}l|lo/A.s^|.'u5nIE0clFcI.ot|f||'.l|I':'|6(,|ri-rru, ul.l$ onr-i lJ.mtgLxll Il1 ,aa[I, tD ft xr{tut(l A rr.'.- .t r,.[Xfff lnr ., ...nrc*. t6rr rb. craloJA a/to To: JoB No. 4 3e8 e0 DAIE Z/25/9OTOI{N OF YAIL Attn: Mr. Stan Berryman orAlLy REPORT NO. 54 SHeSf 4 of 5 P.O. Box 100. Vall CO 81.658-.0100 INVOICE NO. PRO,TECI Addition to Vail Transportation Center, l/ail, Colorado E(C-AVAT1ON FoR: 12t x 1r lorr footing LOCATIoN: Line 89 3B.j-36 D(CAVAIION &cSE ELEVA'IIONS: 6A.5? MATER1AI.5 D1posED tN BA5E(S) oF D(CAVAIIqN(5): A lens of silty clay that extends to a depth bf about 1 fdot below base of excavation was observed fron 35-37.5. REMARKS: We advised the clay naterlal be removed to natural granular Eollst and replaced with structural liLl in co.npacted lifts. VERBAL COMMUNICATION WIH CONTMCTOR, ENGINEER. ARCHITECT, OWNER: Lesrepresentative and Denny Arrrour, PCL Superintendent,naterials exposed in this area. i 'flood, owner advised of the pRO6RESS REpORTT l'laterialswlth conpacted lifts of to be renoved bystructural fiIIt B&B Excavatingper Les T/ood. and replaced Michael Barb.er Architectu.re, COPIES 491n1 Mr. Scott Ward;Gary Murrain Anderson € Hastings; PCL Constfuction Services, Attn: Mr. DennY Armour; URS Consultants, Attnl Mr. Les Wood; Bill Carr Steven L. Paw1ak FIET.D OBSETIVER APPROYED Ff . then€Northern,lnc o e:dha tiEfrr r|. l*rur. REPORT OF REINFORCING STEEL OBSERVATION ls A nnrrrt ti'|tcrrfl Io ctrml Ir |ttE ,l{r dFtwl ,ll |tFoirt r|f nt TIID Ar ffi CO.||)Onua nu{rr" o. trt (lD{l!. ,,o A.,l}gNsrID' l'r o" sr^rraxrr, clrqrrn! rrr rxrrrcxr rrfl (n ifq.anr tr; rrriri-l iiii.rrr.o' rool5 qr rrnot ,ftion|. s r?tf,t ru ts lxrcflr or ltrrr lEm€ B oq?LfirD uallt (n1Ll lrw rlrxll lf ar[rD lo x rElrx. ^ 'n-!.-., r-lTf f X-|rr { ..drb trn| rb. Crrllla r/to TO: TOWN Attn: P.O. Vai L PROJECT OF VAII, Mr. Stan Beuyman Box 100 co 816s8-0100 Addition to Vail Transporta.tion Center, JOB NO. 4 3SB 9"0 DAILY REPORT NO. INVOICE NO. Vail, Colorado DATe 7/25/90 34 sHEEr 5 oF sfRUcruRE Rehab Bean, L2rr x 42tt Wall L(EAII${E'.EVAIX)N Rtr{foRc&{c cc|IlSNrt lr8nC L lloftzoa{r L 8.2-B9 Grid 1. AI.B-A2 Grid 4th leve Znd leve 2rf chairs 28 #5 @12'ro B#4@Lzn 2#,topt.t 9#5@Bttc c4/lr@Lztl 0ttomc (REr #40) cs outslde corner2 angle iron @ Sxix 3t6 sPEcrfE ru.s: sre- ca rr 60 Rtrrrtncw, ctrAlrt ot€s& clean ct.EAnANcE lr{D @vf,E aS l.eq. sPUCUe sPEgslqril11r6: ag f eq t BAR ST'PFffiT& TYPE E nes uso q snoP Dmrurcs us€D [B co+nntclon AovlsED d ,ruu-nue oosuvtJton E lpmr-nue txFtil nol rlcucE oouLPuutcE Yes UET PRO{GT UET PRO'ECTRmung|E}fis R€OUROrtlfiSIHO| tNnWlY ml€xD(AID{S) RE.EqII'ITD FII{FH HOOHT DA]E RE-oull$l@ PROGRESS REPOKTsteel placed Itro to plans or shop match exi€ting drauings available. p€FR.ErI #40. Reinforci.ng Michael Barber Atchitectule, COPIES Attn: Mr. Scott Ward; Gary Murrain PCL construction services, Attn; Mr. Denny Ar:mour; Anderson $ l{astings; tlRS Consultants . Attn: Mr. Les Wg=od:.- Bill Carr Steven L. Pawlak FIE.D OBSERI/ER APPRO/ED BT '..nluq tngl*. onrl :.l6lr'ltlcneNorthcrrr,lnc a ffiC' Artn 2 o €9r O REPORT OF CONCRETE TEST CYLTNDER DATA CI T11.rv: TO|]\|N OF VAIL Jol,l No.4 398 90 DATE: 7-25-90 Attn: I{r. Stan l}erryrran DALy REpORT NO. SHEgf 1 Of 1 P.O. Box 100 Vail CO 81658_0100 tNVolcE No. PRqrEcT Acldition to Vai1 Transportation Ccnter, vaii, Colora<lo. West Wa1l, New Parking Ramp; BATCH TICKET INFOR,..IATION: suPruta Western Mobi 1e lRt cK No. 6 : 09 A.M. 119 rcKEr rlo. 0LL206 Mu DEf,tcN M,- A cu. w. 8 nuE B rcHq)nuE lRRtvtD 6:18 A.M.TurE Pr.lcED 6 ; 35 A.M. FIELD TESNNG INFORMATION: nUE IESr TIXEN 6:45AM sLUUp 4 N. AR correm6. 2 tY/La UMT WEc|lI 141, 1 p"t sArlPLE TE]II'. 7ooNll TOrP.soo JOl, SPECIflC nOI$ SIUUP q_q tN. NR GogrElrr4 _ g I WAIER ADI)ED AI SIIE 4 c"t !E,|TK*_ C'IuNOER INFORIiIATION: Ho. oF c'yl;No€Rs 4 rn tlroEn stzti (r x 1 2 rr 'llur cYuNoERs cl\st 6:55 A'M.WHEIIE crsr On-Si tc CURING INFORI,!\TION: HrIuL GURE on-Site RE o sIoRtcE F,r€tUIlEs Cure Box MN.,/[N(. oi\[nuE 1T 11q1 7-26-90 o^IE sm|PPs) 7-26-90 Fr: B. Carr Ro{ARKs: AGEtxls DAIE rE5IU T T L LOAD(ts)DrarflF-n (rl.rc Es)AITEA(oo. lN.) @uP. sIR. (Psr) TYPE OF NUCTURE C'LINDTR WEIOHT (uJs) cruNo€x uNr w[rc|r (Pcf) 7 28 28 28 B-L-90 8-22-90 8-22-90 8-22-90 110,000 126,500 125 ,000 124,500 6.00 6. 00 6.00 6.00 28,28 28.28 28.28 28.28 3890 4480 4420 447A con/shear con/sp1i"t conlshear con/shear OES'CN SIRENGII{3000 Psr 026 DAYS tEs|:t E tArql^mlfY FrRs<rnrn |'|r ,'cdtlu.rtcf, wlnt Arrn f)rltr lslv uf,tllon'i ttrll oi9 onluttl,E(' lnrt' Sollt lxrttDr lpll otl llttr tLsr FtFoftI ll Y n: moYL)(D tt/ oilttjlS' Sarnple taken frorn truck discharge, coP,Es H;:::1,,T'l,il.ll!li'""'"""' PCL Construction Services; Wcstern Mobile; UllS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FIEI-D OI]SEffVER APPRO\ED I]Y fq^r,r,nt{.Fnorcrf'onrms.It(n,[E^'ll'dllf.t.vft",|lFrFrrsfstm{TrIr,Atf||F.ot'tx'|lw..f|rdir'fYoro|,nc|J[t'tS.l|t)xm,^r[no{(rn^I!1|ttioo'!c|l6l,6'mrn'A:r:tmouontlG'|t['|ou"^'--'fi.rs'iiiiiii.iri}rr.ou,c-ouriutrtrtrnmrrvrr.;[L rouruLnt ltrlls orllt.| |nMrtdrru|r3 fr[ lcrlllo to tl wlllllttc. ^ ir-r.t' .f u-l fjtU le-rl nf cornronrl lonn t|r. GItl IJA a/eo i. thcn*Northcnr,lnc O ttflr r,rG ;l 3 €S- O '4.E Uqt lrir*t .nd 5.1-,tr.r. REPORT OF CONCRETE TEST CYLTNDER D.ATA f3^UUnu|fttt'cTtntoc||f'.ts"wF|'fEr'nd[gl.\'\||tn''Yrfs'.!:3l,7|i'lrIDAsl|[rori[''|IW..f|rxinTY(r.r,ic||I. 'r.'..r5^''t|l'|t'\m|ct|,irt.tonF0'lctll'|o{(nl'G.A||oi,oovo"rr'.,"ii'-;'.iiii''in,iri.rriio.|+-or,allllll}rl.i(,vtaln,, urrtlll onttt ,ttlw€ullrlls l,lf. A:rnr.D lo lll llllllllc. ^ .h.'- o. U'.1 iltXl s'-,o or cor. !''r. trnri fro, C!(l IJA a/to To: TowN Attn P.O. Vail. PROJECT 0r vArr NIr, Stan Berrynan Box 100 c0 81658-0100 Addition to Vail 'l'rnnsportat iorr JO0 NO.4 598 90_ DAILY REPORT NO. rNvolcE No. Vai1, Colorado. DNE: 7-24-90 SHEET 1 OF Ccnter. Footing on Line B,9 at Lines 35.9 to 39; I]ATCH TICKET INFORI,'ATION: suPrufi $lestern Mobile rnucl( ilo. 100 ncKEr No.0111S6 ux DEslcN rK). A cu. to.g IME tlATcHq) 6:02 A.lvt. nYE iwRrvtD 6:15 A-M. TluE PIJCED 6:20 A.M. FIELD TEST]NO INFORI/ATION: llUE IEsf lXAn 6:50Alvl sLuup4 3/4tN, Nn corn-nr6.0: WEr UNrr wEct[140,6 pct. s^sPLE ]f.XP. 680 ,cJn TEl.tp.50o Jott sPEctflc nol'ts stlJup3_5 tN, NR colrTp.fi 4_ B I WArfR IDDED AT sm 0 cot. noa8l(s wllFJte clrsr On-Si tcCYUNDER INFORIIATION: t{r, oF canJxo€Rs 4 r-.yt lltorR slzr (rrr x 12rt 'tlME c,YlJNDEllS c,\sl 6 : 40 A.M . CURING INFORI.IATION: INIIUL CURE On-Site FIELD sTOri^cE FtC1gnEs Cure Box MN,,/u x. MTE/nuE g sq1 7-25-90 II^TE srRFPtD 7 -25 -90 ttY: B , Carr RE]J/\RK* ACE DAYS D^TE TESITD T9T l- r.(uD(rrs)DrA!Etr:It(rucl[5)^IifA(sq. rN.) couP,sln, (15D T/PE OFr rcTUfiE c.ruNDOt wEor{T (urs) C'UNDFX uNfr wElcrfi(r,ct 7A 28A 28A 28A 7- 31-90 8-21-90 8-21-90 8-21-90 104, 0.0.0 124,AOfi_ J,22,00n 123 , O00. 6.00 6. 00 6.00 6.00 2&.28 25.28 28.28 28.28 36B0. 439.4. 4320- 435 0 conisa 1 coni)cal conl:ca 1 coni cal oEstcN slmNcrll 3000 Psl o2o r)^\€ n5l3 rt wxrr^rofir rfRsttorn ^ t lrl a{llft{r^tr:r- irnt ^nP|E 'lt Aslu r,,t-rl()t):i l,'tll_5s onfi lit llolfo lottf, |tronrt^tloll oH ittts ttsl lltl'rrrl rrrY r[ rnoll(xt ut ollltAs' PROGRESS REPORIT Sample taken frorn 11usk discharge. coPrEs ffi:l::'T"ffi:.ffi11'"cture; PCL Construction Services; Western Mobile; UllS Consultants; Mr. Gary lvturrain I B. Carr T. Laudick FIELD OTISERI/ER APPROIED TT '.,elur|., Liglrtd. on{ 5.r-lr.(.Chcn€Northcnr,ln. O O REPORT OF CONCRETE TEST CYLINDER D.ATA Tn. 1fi'' TO6IN 0F VAIL JOLJ NO.4 598 90 DATE: 7'24-90 1Attn: Mr. Stan Bcrryman DAtLy REpOI{T NO. SHEfl 2 0F 2 P.0. Box 100vail c0 81658_0100 tNVotcE No. PRGTEGT Addition to Vail Transportation Ccntcr, Vai1, Colorado. PIACEMENT LOCAIION:Footing on Line 8.9 at Lines 35.9'to 39; TIATCH TICKET NFORI,IATION: SUPruER Western Mobi le t1tc6 No. 100 ncKEr t111. OLIITTMy' DEstcN No. A cu. YD, 8 nlIE B TCHED 8:31 A.M.nME ARRTVTJ) 8:50 A.l.l.TluE PrJcE 8:59 A.lt'[. FIETD IES'fING INFOR},IAfl ON: TuE IEsf uxg{ 9:OOAIvl 311yp 4Lz N, A/R goME};T 6. B: wer UNr wEclr L40.5 pa. scr/eE Torp.70o ,un rDrp.70o Joll SPECFIC I|OttS Surup I-5 tN. AR coNrotT 4 _ gI WAIER ADD€D AT sm S (:,or. ,to,t RXs WHERE c 5T On-Site CYUNOER INFOR},TA11ON: llo. oF c.YlJNDERs 4 c,Yt tt{DF-R stzti 6rr x 12rr 'IME GrUNDEFS C^sr 9:15 A.M. CURING INFORI'|ATION: l|{]ul cuRE on-Site REID slor{rcE FrcrtaEs Cure Box uN./MA(. oATEnt{E ar uru 7-25-90 oArE Slnppsl 7-25-9A gr: B. Carr REru66g AGE ll^lls OAIEIEIE'Tgt L r.orc(ris)DUTflT.N (rlcr rEs)NlEA (5a. N.) cpuP. srn. (Psr) T/PE OF FN/^CruRE C/UNDER WE}olJt (LI'ls) CrtJNDER UNTT WEGIIT (t cf) 7B z8B 288 288 7-51-90 8-21-90 8- 2.1-90 8-21-90 88,0O-0 110,000 112,0O.0 lL 8,00,0 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3t20 5890 3980- 4180 conilcal shear con/sp1i"E shear OESIGN SIROIGIH 3000 PSI o20 TIAI/S rEsni git t ofiArmt rtRsatom- Arf Aar'l'rrtl!.taf- rtnl ltlrl r.^|tf artr. ut-lrlotli Inn 15 onl[fifl?E l€lrl) touf Nrunal|()ll oll lltE ltsr auroflI u Y rf PRo/llL lr olllurs, PROCRESS REPORTT Sample taken from 1111qft discharge. coP'Es H::::l,T'h::.ffi:l'"cture ; PCL Construction Services; Western Mobile; URS Consultants; Nlr. Gary Murrain; R r.a-'. T . Laudi ckHruibGthi/ER APPRO\ED trf ft^UUnu|FF0Ic'rr.I,c|r}rILn|tnEDDf|F3lttr:.Alnf'.oms!:'.'t,nt.!nlDA!Irr,t'D|','u|fro.rr'f.,ffm[|,[Ms.|If|,^|io{.r.s'ttfu'm:!mrrQ||'ir'BoFrXlnlcls'rntv.'|'||.!^,'D|'novrnr.norrrg..d--'ntitrn,ionrr,orr;ourtf{||ru| 4qu,altu, urttjit orl|tt ,In^|€t lrfis rrrl, 16{l0 lo ol s{llltrc. a ir-ir- .f u..l XiXle'-r .r co.,T.,rb. .!'it to. crtltJA a/go ''" Qrcn$Northern,lnc a O REPORT OF CONCRETE TEST CYLINDER D,ATA 7 'r.hrllnt tngl.F..r n6d S€l' ht. 04 Bql l!^r.unu|F'|l'wGrr'.Il..lfxIs.nt(nnEA'motn3.|,!rj.||lnfmn's^rr[]IIHf'nA3Iffot'tDt'.rul.n'f'trrold,nc|[l0s.$o{.rr'^l'l|''t':lon|Et||.ilr6oFrt'^.Js'nufn4G^nrnounrrr.rrrrs.d..iriinvt'drrtlurr:-ovnwN||tfl|lPFI(rA-3n'|jH1Lq(,ururu u'|rrli3 on{.| rnfl4{llr,||s rm ,aJrtlo m Dr $nrrlrc. ^ Etr-, .. o.li-flffle*a !, c..lre.|rr- torn r.r. CrallJA l/eo To: Joo No.4 jgg 9.o DATE: 7-27-90TOWN OF VAILAttn: Mr. Stan Berrynan pruLy REpOftT NO. sHEEf L oF2P.O. Box 100Vail C0 81658-0100 lf.lvolcE No. pRqrEcT Addition to Vail Transportation Center, Vai1, Colorado. PIACEMENT LOCATION: Footing, tine B frorn Line 38.2 to Line 54.5; |]ATCH IICKE-T INFORI,IATION: suPruER Western Mobile TcKEr M,. 1250 u DEstcN r.to. A cu. ro. 8 nME ARRI\IE 11:40 A.M. TluE PLAcE) L1:42 A.M.NME II TCHE} rRUcK No. 100 LL:25 A.l,l. HEl. TESTINC INFOR},IATION: IUE TEsr Tltfflr 11:4SAMsLuup 3h rH, ern coNrENr6.2 znEr uNn wEclr l40.gN. sAupLE tEtrp. TgSn roe.75o ,rO0 SPECInC^nO}B sr.Jup S_S tN. AR ColtTotT4- g I WArER IDDEI) Af Sm 4 rAl nofiRtS: CItINOER INFOR}/ATION: No. oF cYlJNoFns 4 r;n nronr stzE 6tr x 12rt l|Mr cruNDEns c^st 11:55 A.M. wllEnE c,{sf on-Sitc CURING INFORITATION: tl'lll L cuRE 0n-Site Bo.o sIoRAcE rlcrtmEs Cure Box utN,,/'Nc o rErnlrE AT tr,,.. 7-28-90 tlArE sfRfppgt 7-28-90 Fr: B. Carr RE! RKs ACE DAE o^TE IESED lgr L LOD (LBs) D[^XETETI (rNcr rEs)^tlEA(5a. N.) couP. sm. (r,3r) TTPE OF FnAsrun€ C'YUNDUI WE'AI|T(urs) CflJND€R uNn rYEtor (Pcr) 7A 28A 28A 28A 8-3-90 8-24-90 8-24-90 8-24-90 88, 000 118,000- ll9,00o_ 121,000 6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3124 4210. 4180 4284 con/shear con/sPl.i't con,/sPllt con/split otslcN SIREldm 3OOO Psl o2O OAYS |I5nf tt Ulr('l^tofiY Ffn:,rloln. rFr Ol .LtttllAtr:q vatlr{ ^rrn '.,rrrrf Aflu rrcllno:i llllilJs OllltJllflsf, llOlID loltE lllt olllt tx)sl otl lx[i tLsr ruro|ll u Y tf, Pllcwlt t' rr ollluts. PROGRESS REPORT:Sanple taken fron truck discharge. coPrEs ffi::::"T'ffi:.1il:l'"cture ; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FIELD OT}SERVER APPRO\ED t'f 'n E ruq l,qt!*t lr|., S.l-{ht.- Glrcn$Northenr,lnc I O REPORT OF CONCRETE TEST CYLINDER D,ATA TO:T0ltN 0F VAIL JOII NO.4 598 9.0 DATE: 7-27-90 Attn: lvlr. Stan Berryrnan DAILY REpOFrf NO. sHEEf Z OF 2P.O. Box 100Vail C0 8165g-0100 lNvolcE NO. PR(IJEGI Addi tion to Vail Ttansportation ccnter. Vail, Colorado. PI.AGEMENT LocATtON; West Side Radius for Slab and Curb, New Parking Rampl TIATCH IICKET NFORITIATION: suPruER Western Mobile lruE 8 ICfiED nlrcK No. 8:07 A.M. 54 ICKEr l,lo. 0J.L239 Mtx DESTCN |.Kl, B TruE IRR&@ g:16 A.M. TlllE PlrcED cu- YD. 8 8:25 A.M. 70o a6 1up.650 FIELD TESIINC INFORMATION: TIE TESr TAXE]f g .32$tl SUJ/UP 4r2 ut, AR coNr$fi -.- : WEr UMr WE$rr146.0 pct. SAJTPG IEMP. .roo sPEctFrcAnoNi surllP 3-5 tN. AtR CO]ffE|{I -- I WAIER ,\DDCD AI sm 5 cot. ROrA r<s C11JNOE]I INFOR}'ATONI No. oF cnJNoF-Rs 4 r,Yl nrDER srzE 6rr x I 2rr ]lME ctuNDERs c"\sI 8 : 40 A.M ,wllE {E C,\st On-Site CURING INFORMTION: Ittttul cURe On-Site FoD sIoR^cE F^cruTtEs Cure Box MN./MAG o TElnuE Ar wL 7-28-90 OAIE SIRFPE) 7-28-90 Br: B. Carr RBT RKS: AGEols DATE rEsru) Tgr I t.oAI) ('.os) DrruElr_n (ruorEs)iArtE(so. rN.) couP.sIR.(r5l) TYPE OF FRACruRE CII,NDER WEAHT (u!5) c'|lJND€R UNIT WEIGIfI (Pco 7B 288 288 288 8-3-90 8-24-90 B-24-90 8-24-90 114 , 000 Ii 15:. ,0,00 15L,0.00_ L50.,0o0. 6.00 6. 00 6 ,00 6.00 28.28 28.28 28.28 28.28 4030 5340 s340 5310' con/shear coni'ca1 conital con/spIit OESIGN SIRENCI}I 3500 Pst o2o o^Ys lrjlls Br uln^IoRr nffff(tltrlr Aart lll Lfr'|o^,rf, r|trl lrnt:,tI .\nil ||t'tllott:i Inqlsl onllmE€ totu' 30L€ Ntqoatxx o'l llll5 llst ntj|oflr l{ Y 1[ PnO O(D ItY ollllns' PROGRESS REPOKT Sanple taken fron truck discharge. coP,Es H:ll::^T*A::.ffil1'"cture ; PCL Construction Services; Western Mobile; URS Consultarrts; Mr. Gary Murrain; B. Carr T. Laudick FIELD OI}SEJNER APPROIGD IIY \t^r{,nut'{r0r'GTtHronrx':LD[n'Er'nd|i3l|.vf:||li'm'!IF^'{st,rt!'nlnrsrrrrcorrt!x.1!!..!Jf'twofo|,nGt[xIS|||o^||''f'|t,^mrn|r'.s|^'f{''.l!"(!'q!'g!|toErxt'A:ts.'loUo'|||tG^''ol'',oUn"rr.q;l.u'.iiiirvioirrrute-ornft|l|1''^I'rFo\,^L35m[qolrltnl, urlJs onit |nR^rrclatalg lnt ,.i| ll, lo nl f,tlllulc. r 'i-ni' o. hl i,tml.-.t or co'iFr- t.r|n rr., c||tl u a/c{' Ciren$Nortltcnt,Inc O ' ..nd n{ ltgLF.r .t'd S.bnhl. REPORT OF CONCRETE TEST CYLINDER DATA {s^uunul'mqtfcE,|ronr||T:LIrttF||iE|,|oo|i3'|.vt\"r|[Fi'$trsr'r3ti[.T|tl}A3rr|rfo''rDr{Tut'-rr'6.,ffYof.x|Ecl,tlfs.,,loml^|ftr. or sfartr.tt ts. aaror rrlrtri on txr'rcrs.tfl! an.l.ur{rrh "u" "ra",fi;"iii?i4olntnD U|ltt.$i tn(t fxtur€(lLtfll |.tt ,.Jrtlo to lll wxn|||G. ^ ',-ir,- .r rl.|ijiil-'lo.*r o. .o.ttarr.. .orrr tro. CrrttlJ^ a/eo SHEET OF Center, To: TohrN Attn: P.O. Vai L PRG,|ECT OF VAI:L Mr, Stan Berryman Box 100 co 81658-0100 Addition to Vail Transportation JOB NO.4 398 90 DAILY REPORT NO. [wolcE No. Vai 1 , Coloraclo. DATE.7 -28-90 PI.ACEMENT_MffiidM Footing; I]ATCH TICKET INFORMTIONI suPruEJt Western Mobile mucK No. 48 ncKET Ng. 1269 Mu DEsrcN r'to. A cu. m. 8 ruE trArcHu) 12:29 P.M. nuE ARRI!€D 12;43 P.M. lluE PucE 1:05 P.M. FIELD TESNNC INFORMATION: ]lUE TEs,r Tiu(E{1 :15 PM sluuP 3h w, JO8 SP€CtnCAnolrS SUJMP 3_S tN. ArR cour$lrs.0 ; wEr uNtr tocrn140. 1 AIR CoNTO.n 4- 8 r w^rEr ADo@ At sllE sArPrl TEuP. 70o ltt ruP. 80o ttot. nErut0(s q gf !1|_IdJ pd. 8 CYLJNOER INFORI.IATION: M). oF crttNo€Rs 4 r,rJNoEt srzE 6rr x 12rr IIME 6ruND[|lS c^st l; !g P.M. vrHEnE c sr 0n-Site cuRrlrc lNroRrrATtor* INIUL CURE 0n-Site trrlE srRrPPEo 7-30-90 NE},IARKS wr 7-50-90no-D STORACE TACTUnES gy: B. Carr Cure Box MlN.,/I(NG o rElnuE Ar AGE oAtS I}AIE IESIE) Tqr L toD (r.0s) DUr|EIER (Nc|rEs) 'IEA(sa. N.) couP. sm. (P6l) TYPE OT FNTcIURE C'ruNDER wooflT (uts) CIUNDER uNr wEfl{I (Pco 7 28 28 28 8-4-90 8- 25-90 8-25-90 8- 2s-90 L06,000 L L8,000. 121 ,0O,0- 119 r500 6.00 6. 00 6.00 6. 00 28.28 28.28 28,28 28.28 3750 4180- 4284 4230. con/split coni.cal con/sp1.i't con,/sPl.it OESIGN SIR€}IGIII 3000 Ps| o 2A OAll rul:! gf t^r('l loF rfFrsntoln. laf |lr fafttlo rr:q t'nl r'nlovrf, lrtu -vt]rtKto' l'lll f!3 on[tlYEe tDIrD so|.E flroRrl^tx)sl ()tl lllg llsl'mtronl l| Y DC PnOVIIXO tf on[-85' PROGRESS REPOKI: Sample taken frorn trr-rck discharge " coP,Es xi::::1"'fi'ffi:.ffi::."cture ; PCL Construction Services; ltrestern Mobile; URS Consultants; Mr. Cary Murrain; B. Carr T. LaudickRELD'OTISER/ER APPROVED 8T '6Drrlui!| (r{nt*r nld !.1-u.1.Chcn$Northcnr,lncl O REPORT OF CONCRETE TEST CYLINDER D.ATA TO: TgWN OF VArL Jou No.4 398 90 DATE: 7-30-90 Attn: Mr. Stan Berryrnan DALy REpORT NO. SHEE1 1 OF 1P.O. Box 100 VaiL C0 81658-0100 llrvolcE No. PRG,ECT Addition to Vail Transportation Center, Vajl, Colorado. PI.ACEMENI LOCATION:Footing on Line A.0 frorn Lines 37 to 32.2; I]ATCH TICKET INFOR}'ATION! suPruFx Westefn Mobi le lslgT No. 1276 Mu o6tcN f6t A cu. ro. TUE &ATCflED nuE ARRrvtD 2:24 P.lrl.'r]uE PTJCED 2|28 P.M. Tnucx lrr. tL4 2:06 P.Il. FlEL"O TESIING INFORIIATION: TruE rEsr rlt<rr 2:3spM sr-uup 3k rx. arR comw6.5 : wEr uNr wEclr 1j9.g p.r. suru reirp.72o .^tn rop.70o Joo sPEclnclnol{s suluP 3-5 tN. AR Go ro{r4- g r wArER }roDE.D' t sm 6 cor. nor ru(e CruNOER INFORI,IATION: tlo. oF c.rlJNoF_RS 4 c.yt I}|DER S|ZE 6rr x 12rr rMe clLtNDEns osr 2:45 P.M. WHERE CAsr on-site CURING INFORI,{ATION: |}|lrul cuRE On-Site FlaL sIoR cE FrctunEs Cure Box MN.,/MA(. o IElTluE Ar u\Ir 7-31-90 o lE srntpps) 7-31-90 ny: B. Carr RolARK* AC€utE DATE IESTE) 1OTAL L(uD (urs) DI,A'{ETFI (D|clrEs),rqE (5a. N.) @uP, stn. (PSD TYPE OF NI/\CTURE CI'UNDER wE oHT (urs) cr|.JHO€X UNT WEGI{I (Pcr) 7 28 28 28 8-.6.90 8-27-94 8-27-9A 8-27-90 99,0.00. 1L5,00o_ 125,0-00_ 1L6r0o0 6. 00 6.00 6 .00 6. 00 28.2B 28.28 28.28 28.28 3500. 40'7A 4350 4110 con/shear con/shear con/shear con,/shear oEslcN slnarctH 3OOO PSI o2A DAI€ tf,:tls gll l,|lro.l^loct F Rgt rn. ^.ht |rl aarrno r|..f, |vlnl rrFl r,Artr A<rr| r/E-lll(rtt:i In{ Ei olll[mYE€ l|(,lrn sorE |Monu^l|olr otl ll|(i llsf ltu'ofll lrAY tf PlKlvllJU, ItY Ollluls. PROGRESS REPORT: Sanple taken fron truck discharge, COPIES Michael Barber Architecture; Andcrson q llastings; PCL Construction Services; Western l"lobile; URS Consultants; Mr. Gary Murrain; H. r.i.Y.r' T. LaudickFIEI.O"bI'S*EhVER APPROIED I]Y l3luunu|tnimc'rxroe|['.JS.Tqn[Er,nd|i3't.vl.!ALnErfB{ts|,'qrntDA!rco|'Tr''rw..nrx'rrrTyofo|,nc|,['rT$|,|oA]mfr|l^.E||f'ir1.n.nlr$r'u''f:Lont{l|':r'.t.'r'rfFA:'sno{d|r|G^,n''oour'cxirj.rs.-ir..*rr'i]o.xr.urc_orrarx|t|U|prFov^.3AUPu.3wl..or{'tlllt lrrlJi9 on|(t ,af|,€(Itt rs ,nf, A;{rto lo tr Yv8[[rc. I ,iirrt- .i u.l lliXlc'-. or comFth. toan l|o, CltllJ a/lo ChcnONortlrcrn,lnc o 'a.rr.lunt ln!!fr. na.l Scl-lhl. REPORT OF CONCRETE TEST CYLINDER DATA t3^q'nW'FF(mcTrf.rD.tr'|T:t"T||frl|lt'loot||jf|.\,f.|tLnDr'rsr'fsr,rtifnIt'A!l||lfo|f!l,'tl|^|.F|r,!r'rY.rotmc||t.,lDrrtr (t SAtIltt 13, oflrcu,,irrfr o[ rntA:rs .nov dt .lc.,rlttfl 40u lnD utrtlJS on{l ,nfl ,tf,lltxls l,tf |r;nllo lo ltl wlllllllc. ^ .16.'- .'. rl..l rliil-lr.-." o. .odF.r.. ar.nr D.. c|.[.] ltA l/eo TOWN OF VArL JoB No.4 598 90 p41g; 8-1-90 Attn: Mr. Stan Berryman DAtLy REPORT NO. sHEEt 1 oF2 P.O. Box 100 Vait CO 81658_0100 lr,{VolcE No. PRGJECT Acldition to Vail Transpor:tation Center. Vai1, Colorado. PI.ACEMENT LOCATIONJ Footing and Pad,Level One, New Strrrctute, East Side; BATCH TICKET NFORI,IATION: SUPruER Western MobiLe muo( lto. 114 1:10 P.M. rcKEr No. L320 uD( DEslcN No. A cu, )o. 8 nuE ARRvEt 1:20 P.M, TIME Pt/cED L:25 P.M.nuE tl^lcfiE) NELD T€SNNC INFORMATION: nu€ lEI T Xtll L:32PM sLUuP 4 tN.An @NTEllT 6 .27 w]r uNII wEcljt 159 .6 Pct. s rPtE rEl,lP. 72o un rOrp'70o A,fR coNtDtT 4-8IWAIER ADDID Al sm fi ad. no{Anr(s8 of 24 ydsJOO sP€CIFICAIIOI'|S SLIJIIP 3-5 tN. CYUNDE'I INFORITATION: lto, oF cruNDERs 4 rtnJNoER stzE 6rr x 12rl 'lrME c NoERs asr 1:40 P.M.uftl8E c sI on-Site CURING INFORI{AT'ION: lNfIuL CURe 0n-Si.te n rE $RtPPf,r 8- 2-90 o rEnuE ff urs 8-2-90RIIO 5TOR'GE FACILMES rr: B. Carr Cure Box RE'I6RKE MrN./XA(. IGE &\Y3 II^IE TESTE IOTA tq,\D(rs)DI^UETE I (NCHES)NlEA(sq. rN.) couP. sTn. (P5r) TYPE OF NUCTURE CAUNDSR WE AHT (Llrs) C11/NDER UNIT WEIGI{T(Fco 7g 28t 28A 28A 8-8-90 8-29-90. 8-29-90 8- 29-90 97,50-0. t 20,0oo 1f 8,50,0_ 116,5 0U 6. 00 6.00 6 .00 6.00 28.28 28.28 28,28 28.28 5450' 42s0 41SO 4110 con/shear con/shear con/shear she'ar oEsrc-ll slmllcrll 50.00 PSI 026 Il lS rE [s ot u&rr^rffv nrR:tot|||n. ^tlf ol kr'(noucf t{r|l r,'q Er'tr astu l/tlrnr|.3 t'rr lst on|ttrlfEE loltD sollE txlulll lloll otl lltls ltst ltlrottl llAY rl. PllorYloqo fi ont'Rs' PROGRESS REPORT: Sanple taken from truck discharge, coP,Es ffi:i::,T'lil.llill'"""'"' PCL Construction Services; ltlestern Mobile; URS Consultants; Mr. Cary Murrain; B. Carr T. Laudick FTELD OBSTRVER APPRO\ED IIf oChenSNorl.hcnr,lnc '4|Eiit!1 L,}lLr*r ..d S.l-{rt. REPORT OF CONCRETE TEST CYLINDER D.ATA ttlr,unu|FGmcIrnrotIrxTi.Il|fttlli'EA'mo|n3'|.vr3',|LiEnnTFr,(st'rr.!nroAinrro'trf{IWFnoo'af.r.'mcl,ttoi.'m!]!r'n,^ml|'niirj.q1r..rs'rtTI'||T55.''rIj6I'.3o[rX|'|f;tlmo{.ne1.:r,{)|'xrornnrmrtrs'rs'-ii:rinin'rrtin'r.olirx|||[l| corrrLt 'lD t r.rt5s on|[t txtt t€ot ltals lFt to!||fo lo Ll lll.olllc. ^ dir- .. ul i'if r-i-l c..,c .r Go.nF,rL. .crn rb, €rtttt^ a/!0 rLr: TOI{N oF VAIL JOD NO.4 398 90. DATE 8_1_90 Attn: Mr. Stan Berrynan DALY REPORT NO. SHEET Z OF2P.0. Box 100 Vail CO 81658-0100 ll'{VolcE No. PROTECT- Addition to Vail Transfrortation Center. Vail, Colorado. Loc^lloN: aooaing una oua, Level one, New structure, East side; BATCH TICKET INFORI,IATION: suPruER Western Mobi le TUE BATCHq)nuE lRRtltD 3:43 P.M.TluE PlrcD 3:50 P.M. rnw{ }to. 119 3 :30 P.lrl. rcxEr l|o. 7334 uD( DEslcN r.ro. A cu. ro. 8 FIE|I) TESTINC INFORMATION: Iug rEsr Tll(ot 3:58 PM sLUMp 5 JOo SPECIFICAnOIIS surMP 3_5 sAr.PLE rE lP. 70o llR reire.Tgo c{t. Rrranxs B @ L28 YdrtN. tN.AJR @r{TErfr 5.8: v/Er uNIr wEcrtr L39.2 N- ArR CoMIBTT 4- 8I WATgt lo0@ AT 5m 0 CYIJNDER INFORMTION: Ilo. OF C11JNDERS 4 srzECjrIJ'IDER 6l| x 12rl llUE CTt NDERS CrSr 4:05 P.M.wHglE casl On-Sitc CURING INFORIIATION: mrul cunfj on-site fl8-0 stoR cE FrctunEs cure Box M|[.,/MN(. o/\rElTIUE Ar U8. g-2;g0 o rE sIRlPPg) 8-2-90 rr: B. carr RETaRK& AGE o^ls DA1E IES'ID TUTAL IOAD(rrs)DI^IIEIE I (rficHEs)^fIEA(so. lN.) couP. sIR. (Psr) Tt?E OF FTuCruNE CTUNDM WEIOHT (urs) C'YTJXDER uNlt lrEofr' (Pcf) 7B 28B 288 288 8-8-90 8-29-90 8-29-90 8-29-90 77,000 oaf crno 1.0-2r0-oo 99,50.0 6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 2730 3470 36f0 3510 con/sp1lt con/split con/shear con/shear PSI o 26 DA'15otstc slRfNcIH 5000 fEnt OY U{gf^|ofii "tFsnr||rn. ^,r Dl fatontr tr:f crnl rt'n rrn f lstu !,'-llnm t'rllE5 On|rn'fEC ]OItD SOUE [|r0llll llor oll lllls llsr lttmnt u v t( Inc,/|0(o lri 0llll,|:l. PROGRESS REPORT: Sanple taken from truck discharge. coPrEs xi::i::"-;'ffi:.ffili."cture ; PCl, Construction Services; lltestern l''lobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick RELD OBSEFI/ER APPROVED I]Y o' Chen0Norl.henr,lnc 'fir.{lu.t lrtlo*r r.d S.|dnht. REPORT OF CONCRETE TEST GYLINDER DATA ls^$,n[Fn0[cTrHtont'os.I|(F|nt[hol|F3fl.\4\||l[fm{Ts,Jf[tt,ninl]'A!t|rr'|'ro|fJut-lnrr,f'f(r.rr'tc|l.xTs.l'||txmr)r|,^ItrWirn^lT|.''rr!c',tl|hnFo[rnir4rs'rn'r||tG^,rr''*|orn.rr.o.irs'-i..iiI'ir.inr'rr'rrrroor^tsn|f'l^'r''A.h|j4our\l|lt, t'{ tls on|t.i |,||w€tllLrals {rt raJw, lo lrl llRlllllc. ^ 'Ei.' .i u.l ijf rltle.-. or Go"rFir- .rnii r5. C!f,|ll a/eo 'v' TohrN oF VAILAttn, Mr. Stan Berrynan P.O. Box 100Vail C0 81658-0100 rlglFqr Addition to Vail Transportation JOB NO.4 398 90. DAJLY REPOTTT NO. ll'votcE No. Vai 1 , Coloraclo. DATE: 8-17-90 SHEET 1 OF Ccnter . PIACEMENT LOCAITON: Wal.ls, Stair No. 10: Footinq, Stair No. 12 and Corel ncKEr No. 1659 ux DEslcN llo. A cu. tD. 8 B^TCH I]CKET INFOR}/A'TION: SUPruER Western Mobi lc mucK uo. 106 ntlE tATclts) 9:02 A.M.nME /\nRrvtD 9:21 A.lvl.lurE PucE) 9:30 A.lrl. FIEI..D TESI]NG INFORMATION: IluE TEsr TA(ol 9:40 AM 5UJUP 4%'N.AIB colflufi 6.4; wLT uNIr $lEclfr 139. 6 pcr. surPL,e TEIIP. 70o Aln rDrP. 650 NR cor'.rENT 4-8xw rER ADDS) AI SIIE 5 t]{1. nor^nK& 16 of 60 ydjJCl0 $PECtnCAnOlls sujuP 3-5 tN. CYLJNOER INFOR},IA'IION: tto. oF c.v.tJfior-Rs 4 c,YuNDEn stzE 6rr x l2rl TIUE (]NJNDERS OLT 9:55 A.M. !v ERE c^5[ 0n-Site CURING INFORI/ATION: |NBUL cuRE On-Site RED srorlAcE FlctunEs Cure Box MN./M x. D TV'1yE AT uur 8-20-9( oAlE stn|PPEI) 8- 20-90 ttt: B . Carr REll^RK* ACE D^'rs t)^IE ]ES[E' TTITAL LqAO('Js)DBXBT:'I (h.rcltes)^,ltt\(so. fi.)@uP. sm. (Psr) TYPE OF RUCruRE CIUNDEi wF-,aHr (u}s) GNJND€R uNft wocrfr (Fcf) 7p 28A 28A 28A 8-24-90 9- 14-90 9-14-90 9- 14-90 84 r 50.0 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 299_0-cany'shear DESIG1I 5IN€N6TH 3000 P$o2a D Ys 1I5r:S B/ WElrnXnr rfr3ato|n. |,.f llt rarr|alo tlc€ it l lrY'l l:|fi f a<lu ltrlnm trtll fls on|t, tt€ t|orEo sollt ll om.alxrx ott llt|:; llsl tltrronl l{ Y la Pno u.0 uY olllt-'ts' PROGRESS REPORT coP,Es xil::::"T.ll::.ffi:l."cture; PCL Construction Services; Western Mobilei URS Consultants; Mr. 6ary Murrain; B. Carr T. Laudick RELD OT]S(RYER APPRO\ED W 3 o ncChcnilNorthcnr,l 'r.t-rlu.t1 LrglF.t orr{ S.l-ira. REPORT OF CONCRETE TEST CYLINDER DATA tt^|,unr{Frq''cTrmd[IT3.I|fF|'It|E^'|oot|i3'|-tft,t[nrF'mA'43|'DrTrroA!D|rm''rr'Tw..fitrf[TY0rCrnd[Ms',,|om|'^ni.rsl^'l{'mtm|E1|'lf,}.rofrxmlc|s'nov{fPiG^,rD[,oounrtxxis-.d'ni:irrr'ronrtotrrou[wlt||lll|N'Fa(n/.nls couftt|tlr u(Iss oolft ,fitw€trrutfts l,r. rarttto m Il w{llllrc. ^ El' o. ul iliiila'-. .r .o,r!nr.. .!nn rh. cLtl IJA a/ao TO: ToWN 0F VArL JoB No' 4 398 90 DATE: 8*21=90' Attn: Mr. Stan Berrynan DA1Ly REpORT NO. SHEEI 1 0F gP.0. Box 100 VaiL CO 81658-0100 ll.{VOlcE No. qRoJEcT Addi.tion to Vail 'fransnortation Center. Vail. Colorado. Level 4, Floor Slab; Lines A to C, Lines 6 to 8; B TCH TICKEI |NFOIiL{AIION: suPruER Westerrr Mobile mucK fro. 117 llcKEr No. 1690 Mtx oEsrcN No. C cu, yD. g Il E 0,{rcHED 6:59 A.M. nME ARRtvtD 7:05 A.M. IIME PtrcED 7:20 A.M. FIELD TEST]NG INFORMATION: NUE TE T T,tX$7:28 AM 3LUUP 5 rN. An co}fltur 7 .0 zutw uNrT wEGHr L40.2 wt, sAl,tPLE rurP, 70o pn rorp. 600 tN. AtR co|.rrEln - - I WriIEn AoOED AT strE g cot nOrAnKe 24 of 126 yd3JOo SP€CtfKtnoNs sLl,uP 3_5 CYLJNDEII INFORIJATION: Mr. oF cllJNDERs 4 .,"[DER StZr 6rr X 12tr nME C|,L'NOERS CASr 7:38 A.M. WHERE CrSr on-Site CURINC INFORMTION: lllttUl CUm On-Site RE-D 5TORACE F7\ctUnEs Cure Box MN./1{A(. 0 rEnMe AT Un 8-22-9C o,TE 5IN|PPED 8.22-90 t]Y: B. CATT RE|ARKS AGE DA'r6 ll tE ]ESIID Tgr L r.o D (urs) DI,AUEIFJI (rr.rc|lfjs)ATIEA(sa. rN.) couP. stn. (Psl) TYPE OF FNASTRE C'YUND8 WE'OHT (rJrs) CIIJHD€R UMr r,YEG|r (Pcf) 7A 281 28A 28A 8- 28-90 9-18-90 9-18-90 9-18-90 99,00.0 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3500 coni'sal. OESICN SIR€NGIH 45 00 PSr o 26 D{l€ lljnl ItY tl')OA loI?V rfnsa)rltlfl- ,Jrf |rl Ltll{Kr^l$f, w|nl lrr''1 nAtrr l<tu lrfrlrr,s Inllcss onltn Se ]n|fo 3(){t u{t(nrl{xttl oll lr s lfsr xu€|tl r{ r - rfi,t/|0u, ItY ollllJls' PROCRESS REPORTI Sample taken fron truck discharge. coPrEs ffi:::l"T'lil.flill.""."'", PCL Construction Servicesl Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick f:IEt"D OI]SEfTVER APPRO\EO SY ChcnSNorttrcnr,lnc O 'r'nlrn? lntr|.{ ir{ S.l-lt l. REPORT OF CONCRETE TEST CYLINDER DATA ^s^uUtlutF'l.'lTc'rr.ton[xTl.trtfFmr[no|[t'l.v'\.|tlirmf6l^rslmr{rnroA!r|rfor,.rn.{M|'!r'fFtvord,nc|,0{ti,,||)llmnn.,^mio'.|rn.n'',rifj'|ctl,ir,'6oerxl'A:rsr'r'qd|r|(w'nunorrrnrxr.trs'.n'nti't'6/|tlFI'|d|r:o|,rftt||tll 4ounr.|lll urna.ss on|tt rnn rqJ|lrrls tJtt 16rilll, lo [t srflttlo. ^ Etrt- .r rr.l ijii'i-l o-., or Go,nroir.. .o.n ||. Crrtl IJA a/go TO: TOIVN OF VArr, JoD No.4 S98 90_ DATE: 8_21_90 Attn: I{r. Stan Berrynan DAtLy nEpORT NO. SHEEr 2 OF sP.O. Box 100Vait CO 81658_0100 tNVotcE No. PRGTECT Addition to Vail Tr:ansportation Center, Vail, Coloraclo. PLACEMENI' LOCANION: Level 4, Floor Slab, Lines B to C, tines 6 to 8; BATCH TICKET INFORI/AI]ON: suPruER Western Mobile lcrer no. 1705 ux oEsrcp uo- C cu. ro. 8 nMEARRIItD 9:05 A.M.nuE PLrc@ 9:.23 A.l{. muo( No. 8:55 A.M.TIXE [Arc80 FIEU) TESNNG INFORMATION: luE rEsr rp<olg:30A1"1 sluup4 3/411 JOll SPECIflCAIIOHS sLuup 3_5 tN. ^rn co|rrEr{T 6.8; wEr uNlr wnc]lT140.6 AR C!NTE}|T _- ;l WAIER ADoED AI sm sAlrptE TEttp. 71o,{n rorr.69o col. Ror Rt(s: I20 of 126 vd3 psl- 8 CYL'NOEII INFOR}/A'TION: 1|('. oF cYlJNoeRs 4 c,rr.tnorn srzE 6tr x 12rr .l|UE G'ruNDERS csr 9:36 A.M. wHaE cJrsr On-Site CURING INFOR}/ATION: fNttw cURe On-Site RE-D srofi 6E F crunEs Cure Box MtN./r{N(. oArE/nuE AT r.,1r1. 8-22-gC o rE $Rfppg) 8-22-90 uf: B. Carr nErr\nx* AcE o^ls DATE IESIE' ruT L l.o^I)(rrs)Dt^|rEIE t orclrEs) AnE(sa. tN.) couP. fin. (P5D Tn'€ oF tlLrcIUnE fiUNOFR wE|or|T (uJs) CIUNO€R UNTT WE|GIfT (Pcf) 7B 288 288 288 8-28-90 9- 18-90 9-18-90 9-18-90 99,50.0.6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 352A cgni'ca1 OESIGN STRENCTH 4500 Psr o ?o D^\s |f,sni tr ufitulofiv f ttrlrro{l lat [l Lrxno rlcf, wrnt |,'t't t}lrr a<lv !f.l|rrD3 trln ul; onltflEf, tolfo lora[ [n olrr^r(xr or l|rt5 llsr lftr|ofl, l|AY r[ fii(,\4lx, Itl ollltts. PROGRESS REPORT:Sanple taken from trrrck pumper in use. COptES Michael Barber Architecture; Anderson 6 llastings; PCL Construction Services; lVcstern Nlobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FIELD OI]SERVER APPROIED TT " CIl.n$Northcr,l,1,r. O ',r-jt rt.| Lrtb... ..d 5.l'ilhl. REPORT OF CONCRETE TEST CYLINDER DAT,A. lt^U|',IullFt[fcEmGf[T:!.ItfFl|iE^,.0o|||stt-vf\.tfF''f'ir5,nrstIn.n'DAslltf6'n0fxtl||.j|m.'f'r'ordrnc|tr.I3.l||o.{|lg,4| 'x'r(rst|In.'r'J.ffE1I,irn:io[rxli/fsl!n|('tolc^,|('|'l)qrnrr.roils.ri.-iilxlvtorrrrourc.x,nwK||o|^Pr.n(A.njjcovru D ur4tst onal ,rtwqxtxls llt l.J f,D lo lrl lvlrllltlc. ^ E r- ., u-l ilililg.-' o( co.n oir- r.ni r,n. cutltJ a/co rv; ToWN 0F VAIL JOu NO.4 398 90 [)ATE: 8=21-90 Attn: Mr. Stan Berryrnan DAJLY REpoRT No. SHEEf 3 oF 3P,0. Box 100 Vail CO 81658-0100 llwolcE No' PRGJEGT Addition to Vail 'fransrrortat ion Center, Vai.l, Colorado, PLI\CEMENT LOCA'IION: Wall, Level 4, Beam, Stair No. 12: Lines 82 - 8;Footing and Wall, Stair No. 10; BATCH]ICKEI INFORI,'ATION: suPruER Western Mobile rnwx Ho. 46 TcKgr No. 1.708 ux DEstcH No. A cu. ID. nME IT ICHE) 9:3.1 A.M. nr|E ARRt\El 9:46 A.M. TluE PlrcE) 9:58 A.M. FIELD TESTING INIOIIMATION: tl[E TEsr T^X6|10:05AI{ sLuup 3k lN. Atn coNrE}fr6.2:wLT uNrT wE$n 140.8pct. s^l,rPLr finP. 72o AR rulP.650 JoO SPECIflC nOI$ :twupq_q tN. An coNTRlTd _ R ,T WAII)I ADDID Al sm r. tuL n&qnt(s lluE cyurloE ls osr 10115 A.M, w ERE casr On-SiteYllroEt stzE 6r| x 12ft CYuNDER TNFORI,|/\'NNN: M'. OF CYIJNOERS CURING INFORIIATION: lilltul cuRE on-site FlBlr sToRrcE F/ourlEs cure Box ' MN./MAX. 0 rE/nME ,$ L,u. 8-22-90 o rE srnppql 8-22-90 Br: B. Carr ner{^Rtcg AGE oAYS DATE IESIE) TSIAL LOAD(t s) DNUETEN (rucHEs)AftE(sq. rH.) @uP. fln. (Psl) TYPE OF FIIACIURE CYLINDER WE| TIT (LIJS) cruNogl UN'T WEGIIT (Pcf) 6C 7C 28C 28c 28C 8-,27-90 8-28-90 9-18-90 9-18-90 9- 18-90 82 r 00-0. 87,50"0. 6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 29.O0 510-0 cQnlshear coni'.ca1 r,EsG- SrnEllfill 3000 Pst 026 D .ts tEjnl ttt ulplurcmt Ff R:.ro|'l frf [l Lrllfio trf, nl ^rvt r:Atrlf .\< lerrxtt l,r|| c;s onltirYtiE tlolfo sollE Nlunr [o]l otl lllts ttsl ru!fll M Y rf Ptl(xlD(I) ttY olllafit. Sanple taken from truck discharge,PROGRESS REPORT: coPlEs ffi::::"T'Ali.li;li."""""' PCL Construction Services; Western Mobile; URS Consultants; Itlr. Gary Murrain; B. Carr T. Laudick RELD OT]SERI/ER APPRO\IED I'T Clrcn€Northern.lnc.Cor.vlhg t4Lt t...a 5&.tlrtL r REPORT OF CONSTRUCTION ACTIVITIES rs A tl,ltJlt fir(mclnt lo ctrxnr, n( ptft lrrt c ttnv|:\ at iftroiTs f,Ff :rtgnf) As n|f co|'r'fxtr|t trF tfa o? di o rt{tl' a{' a'l}olu lDl if n't la- rrr. d- 5111111,]ars oorxtlEr.c oi rxrRl!;ni tnrra m rfrrrfr€ our rtlcri- s lisrni-o--rtrrirro a-r rrurror'ifoar- saaa fu If olsP'Gr-D t lt fflrtD B cunrnn uu-s imr.r rruqruns farL ,fit.I, 10 !{ lallt€. ^ 6.rr-., *[liiT]* et cltvxrrln Fari r|.. Crar&l^ ./tO JOB NO. 4 398 q0 DATE: 6-6-90TOWN OF VAI.LAttni Mr. Stan Berrynan DAtLy REPORT NO. 2 SHEET 1 OF aP.O, Box 100 Vait CO 816s8-0.100 ltWolCE NO. PRqJECr Addition to Vail Transportation Center, Vail, Colorado t{E THER CONO;11ONS AND TEMpERATRE partly aunny CONIRACTORS CONSTRUSNON ACIN4TIES PERs/oNNtu B&B Excavatlng MA'OR EOUIPMENT: CAt TTACKhOE lclMrlES: Excavation of we6t end of parking structure to footi-ngtrade. CHEN-NOffI}IERN'S STTE ACTMNES the parklng structureelevation change. Thelnterface of old flllto expose the natural We obaerved the excavatlon of the weet end ofto deternlne bearing so11s for the proposed footlng new elevatlon of the proposed footlng ls at the and natur^al sandy gravelso Renoval of aLl. f111gravels was recoilrnended for foundatlon support. \IERBAL COMMUNICAT1ON WITH CONTRACTOR, ENGINEER. ARCHTTECT. OV/FIER Itlichac I Rarber Architecture,uurlLJ Attn: Mr. Scott Ward; PCL Constructiun Services, Attn: Mr' Denny Armour; Anderson G llas-tings; -.[fRS Consttltants, n ttn: ]Ir. LQ1499!!-i Joe Benedict Steven L. Pawlak RE-D O8SER]/ER APPROVED I'Y Chen€Northern.Inc'.C..r Jfh En{h-. ci' s"-Utt' REPORT OF: Leve1 I Footln' Pad Bxcavationa Al A timlrt fi'rrrrE't ro Orxl:l n( nia-E,r{o ot,ErrrFti A! ittoirt rfi l.rt TnD A n( col.DaxTl.(ji(t',tfY of d-i olxxl l'O- A,f}m^fu' tli n.'!-EA- rrlr (, :;r^rrurnrr. (/fo ltt{trr on t lllir.:t! t irrt rrt tcqr{t* u.n nnirj-n-li:i;.ni'ib' niiip out irrnrx APylrgva- Srttul ru !c orrdD of 'fllt lunl€ ! (rrar,r lll, ullra oDtr t,t9Lro{-l{lt l/l ,orlrD lu x itdll€. ^ ni.'.- c n'. flliij-lr-r , oo.nr-!.- a6 rb. a{l0rl ari TO: TOWN OF VAIL JoB No' 4 398 90 DAIE 6-6-90 iAttn: Mr. Stan Berrynan DALv REpORT NO. 2 SHEEI 2 OF 2 |P.0. Box 100. vail co 81658*0100 llNolcE No' PRNE6 Addition to Vail TransDortation center. \lni 1, rnln'"'ln Varj.ous proposed footing pads at Leve} T had been excavated intonatural sandy gravel6. Coupacting the exposed subeoile w:ith Junplng Jacks before placenent of rebar was reconnended. The natural so5-ls expoeed at the basenent level appear si.nllar to thsse reconmendedfor the proposed 4OOO pef destgn bearlng capacity. ..r- PROGRESS REFORT coPrEs xtill" t"lit:.t'filll;"'"'", PCL Construction Sewiccs, Attn; Mr' Denny 0ffi"t6i,", tl*?E:"t.t,rl"frllgil, wooa ; Joe Bsnedict Steven L. Parlak RELD OBSER/ER APPROYED B/ Chen€Northern,lnc a hdiha lr{r-t ri &r-Urr REPORT OF REINFORCING STEEL OBSERVATION at l tmr|t ?EIrclEx to ttrxtt nrt tt|lt rro d.i'ttttl ,(I dFort t( IrffrID At llr cotrrxnr( PiaflTt tr ot (tEfl!, rl., arl]olltrtDl tIt tt IrA- lrr. r $Arfrlxlt arrl.oritE.€ oi crrDcTt tfI o.t ifgir3 (rt |f ( t ! |rrlnilD FOnxO (lrl tilltx ,F"i',tr- t^IPtut rrt r !c'(!-o rr lffll ltDp l! @aftD lrr.|.l! onlt tau)clrr{ll l,lf /ttlu, lo '| rrllll ^ nr-r.-., -lTiiE-l - r -,'di. f6r r|'. ctI||l a/to To: JOB NO. 4 398 90. DATE: 5-?-9OTOWN OF VAILAttn: Mr. Stan Berrytnan oALy REPORT No. 3 SHEErI OF I P.O. Box 100Vail CO 81658-0100 IiIVOICE No. PROIECT Addition to VaiL 'fransportation Ccntcr, VaiL, Colorado SIRUCTURE Footings - Llne Ba & Bl LOCAIION BA/ nON REtF0ftCU"E o(t0rofls VEKNCIL HOfU:O L Lj-ne R2,Lines B-lOr 15-18 Llne BI,Lines l}-f8 Mats for Ll-ne B9rtlnee L9-e4 Leve} I ( flrstfloor It lt It #6; r#6; Lo #5; B E.W. E.W. E.W. fili 12 E.YI. 814c20F16 Schedule Schedule Schedule Bara Bars Bars ScheduLe F at I,lne 19 Schedule H 24 Bars Mate fron Llne L6 throughLlne 24 were tied andlnspected; not ia footlngat thle tlne. sPEErFrc noc; srErr. carDe 50 RgHFrnc$|g crfif{t {ss Vefy Clean cr.E RAllcE AND CO/EE Jrr to 4rl s?t cNe sPEcfrc Txxts3 E^R spPom:s nre brtcks E n-,urs useo & *roe DR trNcs usED E corrnrclon romeo E ru.u-nur flrsEnvAllox El prrr-nus oravAnoil nPttcE oout.Pul{cE UET PRO.ECT UEf PRG|ECI narFREnrjrRsro|ni R@tJrRolefis ne-6Gr7HowtSN tHrrullY m{o{oonH€D Rf-o(^l|| EDv 3rt PROGRESS REPORT and nats eetrequltenents. Footing pads were excavated, Iined rvi.th poly-6n1lfron Li.ne B to Llne IJ.5. AddltLonal nats lnepected neet Michael Barber Architecture, COPIF-S Attn: Mr. Scott Ward; PCL Construction Sewi ces, Attn; l'lr. Dcnny A:rnour; Anderson $ llastings; IJRS Consrrltants^ nttn: l'lr. Les l{ood: M. Gruber Steven L. Pawlak RELD OBSEM/ER APPRC/VED SY Chcn*Northerrr,lnc o 'rn-.lu,r? [rgLE r .rd 5.Fnr.r. REPORT OF CONCRETE TEST CYLINDER DATA ^5^Uunut'fmGrr'.tDfl|f'.Ts'D|fhFt^'nq,ns.|.r,']t.,|ta.'i,nsA,r.r$'n'n.DAtf}rr4''*,FlutFRd!rd'.,r.llnct[XTi,,lq1''rI'!|', |r'{.fst^|Tr.'xTt.r,'ntEr'6onDol|ctsr'br..'titc.A,r.'taounrrlv,rls..i''iiiiii'drrrrrr,c-oln'!|ttltl|l,rP|rl/..:ouru[l) urlt sl oni' aanrl{x,rt {tt t tt rc{rtl, lo trl rrllu|c. ^ d{n'- .. u-l jl'iij-}r'-. or co'tF .. ro,|tr ro. GrfllJA a/ro a To: Tow'N Attn: P.0. Vail PRAJECT OF VAI:I Mr. Stan Bcrryman Box 100 JOO NO.4 398 90 DAILY REPORT NO. rwolcE No. Vai1, Col orado. DATEr 6-8-90 SHEET 1 OF c0 81658-0100 Addition to VaiI Transport:r t i. on Ccnter, PIACEMENT LOCAIION:Footing: Column Pads, Line R. 1 at First Leve1, Linc Lines 11 to 15. 0.2 at Lines 8 to 11, I]ATCH TICKEI INFOR}/ATION: suPruER Westcrn Mobilc lRrrcK !ro. 106 TK 7:04 A.M. ncKcr No. 010391 Mu DrJtcN lto. 2 cu. lo. 8 nME Ir^TCITA)nUC rittrvtD 7:40 A.M.TIME PL,^cs, 8 : 15 A. M . FIELD TESNNG INFORMATION: TluE TEs'r tru<ex 8:00AM sluup 3 rrr. Joo sptctncAnol6 suuup 2-4 N. ArR coMron6.4: wEr uMr wpc]r141.2 arn courun4-B I w^rut ADDED Ar sfrE pct. SI\rJPLE TEMP. 0 c,.l. nerrmKs: 610aa 61p, 55o CYUNOER INFOR},iATION: M). oF c.tlJNoERs 4 r,'/UrrDF.,r stzri 6rr x 12rl l]Mf ctlJNoERs c/Lsr 8:15 A.Il,wltFJlE c sr On-Site CURING INFOR}TATION: rNnuL cupr On-Site rAtE srp1"psr 6-9-90 FtE.o sTofiAGE F CtunES ry. M. Gruber Inside and Insulated Blanket ROr nKl MtN./Uru(o ltnrc 11 wr 6-9-90 AGE oAl:s olEIFIE'TSIAL I.O^D (rns) DrAl{flr_n (0'rcl r€s)^,lEA(sc. rr.) couP. 5m.(ru)TYPE OFr AcTUnc CnJNDE t we|crfi (Lrls) cfuNof.R UNlr r,Yflclll (Fcr) 7 28 28 28 6- 15-90 7-6-90 7-6-90 7-6-90 87,5 0O 123,000 123 ,500 1.20,000 6.00 6.00 6 .00 6. 00 28.28 28,28 28.28 28.28 5100 4350 437Q 4250 conical conicaL coni ca I conical OTjSICIT SIR€NGIH 3000 Psl o26 o^\S tttts tf f OCTUIOFT rfR:itr.|lln. ,',rr Ol f4tx)fit r{[ wrnl a,-lt tarrlf, Astl' l'i.Irxxt:i l,'rlcl; Onlullll:]E 'loltDSOUI lrflo|r|I^lKDl Otl ltlls ltsl ltt,.onl I Y : rnovttx, w onluts. PROGRESS REPORT: ....,'rr:q Michaol Barber Architccturc; Andcrson 0 llastings; PCL Construction Scrvices; URS Consultants; M. Gruber T. Laudick RELD OII5ERVEII APPRO\ED TIY ChendNorthcrn.Inc Co.:Jt||. tieh.... 't{ &LtibL REPORT OF: Level I Footing Pad Dxeavattons ar A rrrmt{ rdrtcrDi to ot rttTt nl Arrjc ..}f| o..Rrrtrr. Al t tc.tTt r,r( t r.TttD At nf cor.ttl|lr'!-nntfjtTt d O(' Orxf:. "O, IJlqfD tr t{f - r.rt., (, gr^1urxrr, (/n€r L6(r6 6xr ttrir.:rr rrorr 11r rror,lrq..r nNirJriii iniil'Jtiijia -orer,nnnrx pPrwrt- 3,^l4trt xal !c 0otlD 0f frr tunxl 6 (|ta.ulu, UrlS olxlt lJl$Ll)ajall ,.i ,{x{l u lu H ffil}B, ^ 'n rt- o. *@t-t , oo.,t-{.. ,6 rli arrtlol^ a /aO TO: TOWN OF VAIL Attn: Mr. Stan Berrynan P.O. Box 100. Vail C0 81658=0100 JoB No. 4 3e8 eO DNe 6/LL/9O DAILY REPORT NO. rr.NolcE No. PRNEff Addition to Vai I Transoor:ti' tinn Centcr \lai r . cnl n'"d" Pade along Grid Llnes Bl a! -Lt.6, \4:2r -16, 1.6,-? ,and U'Jr and pade alons Grid Line ;e-;r isr-!a.zi--L"a'tiil were visually observed to have been excavated i"to--"aiui'af-d;rOt S"aitei" and have been conpacted wlth junping Jacks. --tfie eoifs exposeh in theee excavatlon. appear einllar to those reconnend"i--ior-supp;ri or tne {Ooo psf design bearlng capaclty' PROGRESS REPORT coprEs Xl:lT',,lit;I.t'ftX15:"'"""' PCL Constnrct ion Sewi ces , Attn : lnlr . Dcnny 0ffi"tsE;,," r tl*?I: "t.t "rlo = fri.l8 ia, wooa ; Joe Benedict Steven L. Paw1ak RELD OBSERYER APPRO/ED B/ Clren€Northern.lnc. t Con rdr.le eteh.... o.d 3'ctiLL REPORT OF CONSTRUCTION ACTIVITIES AS A Ufr.( tfrtE t t Io ctrxnt T; nnE t,., otFrfiYnr Ar ift'6n |r€ gl.iffi a5 nr cor|'|I'tfw PtYtttw qr f'r GrfxTS' 'rll rnbitl'Il{ trt:t ll'llu- 'ri{ o. srarnrrfis, oo.xruts\.! (|r rrrrA:rr rRos m Ffn fi.€ o.,li mpo#-d-f.rri.o' miiiro-btn i,rr nn iii*re- sn-[r fl tf ots''El] t r'-rrr TLJnG |s co/ttEII! rtr.tsr onrl |fftufrlL'lnt ,rf rEIt lo Dl tEllo. ^ ll...ti- .. -[liXl+-t d ..,'\tr]. rrtr l|o. CLlC a/.o I TO:TOWN OF VAI'L Attn: Mr. Stan Berrynan P.0. Box 100 Vail CO 81658-0,100 JOB NO. 4 398 90 DAILY REPORT NO.4 tiwotcE No. Vai1., Colorado DATE 6/LL/90 SHEET 2 OF pR(\J€Cf Addition to Vail Transportation Center' WEITHER CONDfiONS Al{D TEMPERAruRE Bunnv- coot h5o. 7:OO,a-m CONIRACTORS CONSIRUCNON ACTIVMES PERSoNNtu PCL Constructlon, B&B Drcavatlng I/A'OR EQUIPMEI.TT: IGIMIIES: Qn-slte neetlng CHEN-NORTHEn'{'S SfrE AGIMnES we observed the proposed cut and fill areas atthe west end of the parklng structure. AII cut areae were reconnended tobear on natural sandy gxavel6. Areas proposed to bear on existing fj.llrere reconnended to be excavated to natural sandy gravels and replacedrtth on-site gravels conpacted ln lifts, per the job speclflcatlons. VERBAL COMMUNICATIONEnd Scott of B&B WTTH CONTRACTOR.were advised ENGINEER, ARCHITECT. OWNERof our reconnendatlons. Denny of PCL coPrEs Xi;l?"'"li"3:;.t'fili:;cture' PCL Constmctlon $ervices, Attn: Mr Denny Arrnour; Anderson tr llas.t ings; .. URS Constrltants' Attnj Mr. l,es l1ooo Joe Benedict Steven L. Pawlak NB-D OBSERIER EPPROYED S/ Chen*Northenr,ln* O Cdr4l.{ t|'h.d. .od Sc|..rrlrt. REPORT OF MoRTAR/GR1uT/MASONRY TESTING To: JoB No. 4 398 90 DATE: 6-11-90 , TOWN OF VAIL Attn: Mr. Stan .Berryman DALy REpORT NO. SHEE1 1 OF 1 P.O, Box 100 VaiL CO 81658-0100 llWOlCE NO' PROJECT A<ldition to Vail Transportation Center, Vail, Colorado PLACEMENT LOCANON Footing Grout TYPE AND SIZE OF SPECIMENS: SlrppUER Contractor UtX DEstcN NO. l, L, Lz uoRr R D(4 G1UNDAS 2X2 CUt 6 6 OntB uoflT R rfPE ll s rt o KCRO{Ir CASr tN oLOCX CFtrq C slf i\S CnOUf pntsM sntEn FIELD TESTING INFOR}/iATION TtuE utxu) 1:00 PIt! FLovslrup (tN.) TluE s I|PUD 1:30 PM s ,Jru TE[P. 'F RNU fDG. CEuEttlT PROPORTIONS: UUE BEDDING: FACE SIIELL qnrgl N'LL SflN I PRISM DATA]|qJ.I'W : GROUT nUED NOUTML D|UEJlsTo||S TYT'E OF TIASONKT UNIT COMPRESSTVE STRENCTH SPEG|US| NO. rc€ (0 rs) OAIE TEs'IEI} r.lrJouuu L0AD (r[s) cfi6 s|ft]t6|lt (psD ||Fr srff]r6n{ (Pst) crPftD HECHTIJ0{OIH (tN,) nlExNEss,/ot^laEB (N.) cR6 rnr^ (N.2) 2 NET AnE 0N. ) lt/D e r/o Jt/O t LulO @frlEcnoN I 3 6- 14-90 9,500 2375 2tl 2tl 4 1 6- 18-90 17, 000 4250 1tl 'rt l 4tl 6-18-90 15 , o0o 5750 .)tl ')lr Atl '4 28 7-9-90 32r50O 8130 2tt 211 4tl 5 28 7-9-90 32,000 8000 2tl 2tl 4tl 6 28 7-9-90 54,5 00 8650 2rt 2tl All otJtcN s||itl,|Gnl t'sr a2t DA\as PROGRESS REPORT Michacl lJarbcr Acrhitccturc, coPlEs Attn: NIr. scott ward; Anderson frllastincs; PCL Construction, Atttl: [|r. Dcnny )\rrirour; UllS Consultants, Attn: Mr. l,es ltlootl i .I .ll . Bcneclict T. Laudick FIELD ODSCRVLIi APPNO/ED OY ^t^U|,nulFd'[c'rHlo.rnr,''.T|fA,nEt,.lG'i.l'|1/tt-,l||l''.oil.t|'f!|'t..'tDAl||tl.fr,'It.'dgl'mf''nrdd,i.lrI1,,o.,m(|l|^Er.'|1n.t.'xt,||l^l|u|,r|t||,rf:|nr'..l6lt-ltt.ct''r(!.,tffo^,Ir'du,||,ltt{,l|!6ll1tlf^l,,{t||t,b(,u|t[nnI,''.o/A.3||r|5nlarr.rt'1tlt, tt.I.tt u||l^.f,n{ r|(rtlrtrftt ^,rf romto to tl f,tnt[€. ^ Fr{'i o. u.{!-_rrr], .. .,f €..iid'r.. 'dFllr.? l^!!Fr .nl Ll'{'.t.Chcnt)Northcrn,lnc I O REPORT OF CONCRETE TEST CYLINDER DATA Trt.It': T9t.1N OF VArL Joo No' 4 598 90' D rE: 6-12-90 Attn: Mr. Stan Berrynan DALY REPORT NO. sHEEt 1 OF 1P.0. Box 100 Vail. CO 81658_0100 il.{votcE No. PRGTECT Adclitlon to Vail Trnnsportation Ccntcr, VaiL, Colorado. PIACEMENI LOC.AI'ION: Column Footings on and on Line 8.1 at Line B.2 at Lines 15.5, Lines 1(r, 14.5, 16, 1.6.5 and 17.5; 16.5 and 17.5; IIATCH TICKET INFORIJAIION: SUPruER Western Mobi 1c TIIT'CK NO. 6;37 A.M. 44 ncxEr No,010435 ux ocsrcN l|o, 2 cu, YD. 8 T|ME IIATCI|U)IluE lsRlvED 7:00 A.M,TIME Plrcg) 7 :27 Ir,M , FIELD TESTING INFOR'..,|ATION: ltuE rEr Tr(Rt 7:13Alt'l sLuyp 4L tN. tN. IR coglg1n6. 0 : wEt' uNlT'/tEclr 140. 2 AR CoNTOIT 4-SIWAfU| ADD@ AI 5m pct. SrlP[.E rcup. 610 ,vtt ]E!P. 5 20 Col. nEll^Rt(.s:.JOD SPEClnCAnOlI;swuP 2-4 CYUNOER INFORIVTATION: t|o. oF c^nJNor-Fs 4 r,./t.l t)Ett stzl- (rrt x 12tl ]IME (;ftINDERS Q\57 7:25 A.M.wllFJlE c^sr 0n -Si tc CURING INFORhIATION: t1trul cuRE On-Site D rE SrRtPPs) 6_I3_90 RE"D sTDTUCE r,AC|UNES Ir: M. Gmber Insulated l] lankct NETANKA MrH./[{N(.0 lEnUE AT L,\&6-13- 90 P.M. AGE IrA1S DA]E IESIE] TOIAL IOAD (ro5) Dt^r,|ETF-N (rfrclrr:s)xlE(sa. rN.) couP. sln. (PsD TYPE OF fiurclun€ CYUNDER WFJOIT (LtJs) CTUNDfN uMr wE|clfl (Pcn 7 28 2B 28 6- 19-90 7-10-90 7-10-90 7- 10-90 89,000 126r 000 1.25,500 L28,00.0 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 315 0 4460. 4444_ 4s30 con/sp l it confshear| canlcal coni ca I O6IGN SIRENCIIi 3000 PSt026 DIS n:iIS 0|Y Lr{ErUrOft itngtorfl. ,rlt ltl ,atrrtu4rr:f, llltl ^tt\ r:.rtf Anu |,lllnttii lrxl f,34 ollltfrilrf llolt'o Solrf ul, qru l|()x ort lrrs ll-sl ll|"trofil UAY tx. l'llflltx.o uY ollll-tls. PROGRESS REPORT: ..nDrtrq MichaeL Barber Architccturc; Anrlerson {i I lastings ; PCL Construction Servi ccs ; UltS Consultants; lr{. Gruber T. Laudick FIELD ODSEfWER APPRO!€D t T |.i^1,utl|^|F'r[rgIrntoo|tf'rT3.T||fh,E^'no'i<'t,\41Aln''Yl|lIt'n-sl'|lltt,Att|||..'r'D|}|lul'Ill'r.frkF. rr rrrrgtr.ts. .rltrct tErrts 0n ttftrt.irt 4ovrrtlltl, ur{Illl on|tl ,In^r|oa}rlMs |,rl. .rr;rn [o lo ,l bxllrflc- ^ .8n...' .r u-l iiiiilc.-. or co.ne.ir.. .cd ft. cltllJ a/m o o Chen€Nonhern.lnc.C..:{f!O t,ilfrtr rn !''illt TEVEL 1 FOOTING PAD EXCAVATIONSREPORT Ar A gunUt p(rtEno{ to cr rxrr. nr Arirlc ^}.r ciirfl}rlt aL nrt(rl! ||f, ruqrfD At n{ otl)axr}t-ttrofttllt of (It cll}'rl ,,O xt}ofllD' loi ft['EA- |lri|('$|^'ll|lxll'g|orb('ooftrltv--|!t'il.(,tl[o,n'orr-'tr.rxiiJdEilliil'-ni'ilir6-ixrl;rrttlotpr'ro,A.s^|'tttrE0F!ql!0;,fllIlll'I!0ra.Ltltl, ullls ollt.i rri$L.raLrflt ,ri( ,lta!! lu'x rtnttn' A d.t .t -lijiiilr-' .. !o"'-r.. )a ,b. atufl0ll altxt ro: T.wN oF vArL JoB No- 4 398 s0 DATE 6/13/90 Attn: Mr. Stan Berryman DALY REPORT NO. 5 SHEE; IOF 3,P.O. Box 100. vail co 81658*0100 ll"NolcE No' Proposed pads on Grid Line B-9 tinee 27, 28, 29 and ramp pads on B-9Lines IB through 26 were vieually observed after excavating, Theeearea6 are cut j.nto natural sandy gravels and are euitable for rebarplacenent, Grld Line 81 and 0 pad excavatione were vieually observed. B Llne Ols cut into natural sandy gravel and suitable firr fornlng. B Llne Ipad soils are wet and relatively soft but also natural sandy gravel. Thls area was reconnended to be dried and conpacted before forming.Thts pad i-s also requi-red to receive soil groutin6 after lteconstruction. Joe Renedlct Steven L. pawlak RELD OBSEM/ER APPfiOVFD BT coPrEs Xl:l?"*lit;"t'ft111:"u"", PCL Constnrction Servi ces, Attn; Mr' Dcnny Armorrr: Anderson fi llast-ingl ; - - URS Consultants, Attn: Mr. Lcs wood; Chen€Northcrn,lrtc o erdhf a.*-r ia 3C.|ll.. REPORT OF REINFORCING STEEL OBSERVATION lt A qrnrrt tm|tfE D.r !o ctDfit, D{a ?lr.E rf|' d-frrrvni. al irFfltlr liE llnrrlr.D ^t nf c0tlalrtl.t Prrrrr (r dr (llt{Tf lro AJlrrnorrbl tl! PtRrA- t(rt (tr sl^ttr{rll' oo..' rEr6 ctl rxnecfr -rrr or nriwii'l a' ntFoi -B itifvf.D Ftxoa€ qJ|l trfflIx lfiirta- laarJ ill ts EFdro tr ltlftl n5ll€ 6 ootrfiDt ull-trr dna,l ,fir.rg)lrl! xl( lgl1ll, lo H lTtrt{, ^ 'n ii- d *"fiftfle" rr oracrrr td' lrt. Cltl la^ r/to TO: TOWN OF VAI.LAttn: Mr. Stan BerTyman P.0. Box 100Vail CO 81.658-0100 PRGJECf Addition to Vail Transportation Center, JOB NO. 4 398 90. DAILY REPOKT NO. [.{votcE No. Vai 1, Colorado DATE: 6/L3/90 5 SHEET 2 OF STRUCruRE Colunn Footings ttrAltoll TIEYAIIOII RE{rORCOf c0o|o{nt vflncrr HOftZO{TIL On Line 89pad8 on Lines2L to 29 L2-#7 E,W. Pad,s 21, 28, 29 nats 'nere tied and i-nspectedprior to placenent l.n exeavatlon for footlng. Pad. #27 is B x 12 bars sPEcnCAIoirs: 5IEL cR IE 50 Ra!{Fmcfic ct-rarto{et} clean cr,.E R rcE Ar{D oo/ft 1n SPUCIIC! S?CC$-EAIn|!! a R sLpFog11s: Trp€ bricks FtI{EH HtrcHT ltl El nls usto S srtor Dmltlrcs usED E conrnrcmn romeo E nru-nur oGERr/ArtoN El prrr-nus ottsEnvAnoN ItPt cE oo|tlfiANcE I,I€T PfiGEGT UET PRO'ECTR€ntxn€u$fl:i REOt[RfLEl{ls oArE RE-O Llt|€Dtr Ot lNm{.lY*y*wHE{ RE-EC r,lll{O PROGRESS REPORT Rebar rrats inspectedfor colunn footings on Llne B, Linee prior 2L-29. to todays concrete placenent Michael llarber Architecture, COPIES Attn: Mr. Scott Warfl: PCL Construction Serwices, Attn; Mr. Denny Arrnour; Anderson Q llastings; IJRS Consultants ^ ntttr: Itlr. Les ltlood: l4j-ke Gruber Steven L. Pawlak RED OBSERI/ER APPROVED SY Chen€Nonhern.lnc REPORT OF EIELD NUCLEAR DENSITY TESTING as A r..iurt fEmcrr E Glfxrl I}( FU[r |,O (l.Gitlt/E ^f! Etqtrr $t n rllruo at n( cafrDfil{ Ft\e'srt 'r cr'f crExnl p{r |l/Dqr(llmr. toi firlLrca- nq.r clr trlttvrxrl co,€rllo.l c.i txrrrcrt nt l oi R{sreor'rl cl rrtrin-d-ririifio roiog o'n trrlr]'l rvro./A- a{rlu6 rtl 0( oqo f rfirl rEr}lq rr oc.arrfD t LEt oDlt rfi..|{ll.,,tl Lt lm:o lo x ttntiq A .rrr.- .a *@-." J .-wdrb F.ri xr Cr{l0t Vm O cmrrht t.gtn'.. -t; ro. JoB No.4 3e8 eo DATE 6/L3/gO.-. TOWN OF VAILAttn: Mr. Stan Berryman DAil'y REPORT NO. S SHEET 3 OF P,O. Box 100 Vail C0 81658-0100 lf'lVOlCE No. pRctJEcr Addition to Vail Transportation Center, Vail, Colorado SPECINCATIOH COUPACNOH & UATERIAL MINIMUM REOUIRED IN-PI.ACE DEI..ISIIY CONSIRUCION CONIMCIOR: B&B, PCt t l*s oEIERMINED R/: AS111 D L55? TESI LOCA'IIONS WERE SFI FCTED BY: B&B TYPE AJ.IO NUMBER OF EARTH MOVING UNTS T\?E AT.{O NUMSER OF COMPACTION UNTTS METHOO OF ADDING MO|sruRE THICKNESS OF UFT NUMEER OF PASSES LS100 LOCA]ION DEPTH OR ETEVAI]ON (FEEr) t AEoMTOFnr REU) PIERCEXT OF (RA,AITYEI r/^)(|uul) osu!|ED SOIL II?E IEJI NO.IIN(MUM ORY DENSTTY(pcf) OPnMUM MOISTURE CONTENT(t) DRT OENSTTY hcr) MOISTURE CONTENT (z) I 2 3 4 5 S. vralk wallstair #1I Planter waIl ,footing Stai.r 1I Retaining wal1footlng Stair 11 tf tl ]t ge foot1.ng grade footing grade footing grade BG3l 139.8 139.8 159.8 159.8 1r9.8 4.9 4.9 4.9 4,9 4.9 124.1 130.8 L2?.3 L'3.8 L25.9 8.6 8.7 9.2 5.5 B.l 89 94 9L 96 9O silty BandJgravel ( exlstlngfirr) tr FUII T]ME OBSEF/AIION EI PART TIME OBSERI/ATION 'rrtr aoFotT F a'tar! oltrrrll Ioa,tD rs A iE ^l or qri orrsotv IE{3 f tnl. rucfll(xl. rrE }r \tr RflrlD -or!-f € co{rR icflti m @'{llME leFLtt€ ffi aEw.rlo€o oqr.rcrvE Erqrr ^ro vc if ro n[ ou6..o nte ru6 rrux'dA'focsrinr a rs 9!5!!trtrgllsr rs6' tsrs fG r|eqlfM E! 6tv ls qtlvrl tl€geirrit lt) cn'rrnen c-l-ooahlailuinx.xl. reir ortr rii ipi nt-irr or:a tott o?fl(lrt gfl mteTlrx tw fl.r utEE sftffE rprr. TH€ lflrct-E R DEI{SOTEIER UEI}rcX' OF TESnNC U S USE) tN St rrsrA{Tnl ,|cCOf,OA}IC€ WITH AS|U 02992 ^}{O DJOIT PREIJMII*|^Ff OBSER/ATIONS AllD/oR IEST RESULTS \ERB tLY REPORTED TO: PROGRESS REPOFITfooting grade. The contractor excavated the Stair II area to proposed The footing elevatlon te proposed to rest on existing oldfiII. Densities were taken and a sajople was obtained for laboratorvnoistu-Lq-4eneity conpaction deterrnination (sample I{q. 2). COPIES--''- Attn: Mr. Scott lVard; PCL Constnrctton Services, Attn: Arrnourl Anderson & Hastings; llRS t.nnsrrl fnnts Aftn: Mr- Les lvh Denny Joe Benedlct FIETD OBSERVER Steven L. Pawlak APPRCIVED FT l{ood Chen$Noflltcrtt,lnc O O ..x-,uq ,,!,.--. .'{ 5-,',,,r,. REPORT OF CONCRETE TEST CYLINDER DATA To: Tgtr1N OF VAI'L Joo No' 4 398 IO DATE: 6-15-90 Attn: Mr. Stan Berrynan DALY REPORT NO. sHEEf tOf 1 P,O, Box 100 vail co 81658_0100 tryvotcE No. PRGTECT Addition to Vnil Tr,lnsnottation Ccnter, Vai1, Coloraclo- eueceufruT-EortidNllolumn Footings _ on Line R.1 at Linc 18, On Linc B.2.rt Line 8, On Line 8.9 at Pad Nos. 21 , 22, 23, 24, 25, 26 and on Line 8.9 at Line 19. BATCH TICKET NFOR}/AIIONI suPruER Westcrn Mobilc rnucx Ho, 106 rcKEr No. 010451 Mu DEslcN uo, 2 cu. m, I TIME Ir^TCHED 9:23 A.M. nuE lnRrvTD 9:42 A.M. TlxE Pl,AcE) FIEU) TEST]NG INFORMATION: IIME TEST Tlr(ot 9:574M :ruup 3 JOO SPECtnCAnOl.s 9[UYP q-q tN. tN. /.JR coNlElrr 5.4: wrr uNr wEctll 143.0 pcf. snun-e ruup.64o ,vn rOrp'sso ArR cotlTEllr 4- gI wArER ADDED Ar 5m ZO tuL nq|,{^ng:..'4J2Jl!1- CYUNOER INFORMATION: IKI. OF C,YIJNDF.RS 4 cJl noF-H slz[ 6rr x 12rl .ltME cruNoer.s c^sr 10:09 A.ltl. votglE c,^sr 0n-Sitc CURINC INFORI,{A'IION: tNIIuL cuRE On-Site Ror srotucE Frc[rnEs Insulated Box MtN./nNc o rE ]rE ar urr 6-14-90 IAIE stRlppg) 6-14-,90 rr: M. Gruber Rori\RKs AGEtals r)^IE IESIE Tgr L LO\O ('.os) DIAMFTFjI (rficlrEs).^nE(54. rN.) couP. sTR. (Pcl) TTPE OF FIIICTUNE SYLINDE I wElc.tT(uis) CTUNDCR uNlr wocl fi (Pcr) 28 28 28 6-20-90 7- 11-90 7-11-90 7- 11-90 97,000 126, 500 126, 0O0 131,00.0 6.00 6.00 6.00 6.00 28,28 28.28 28,28 28.28 3430 4480 4460 464A con/sp 1i t confspLit conf spJ. i"c conf sp1i"t PSI O 2d DAEtE "- t-*tH 3000 |ljni |'t tllpufo|rr .'tRsirtl|4l. lrr |ll lftJtro rr:f, w'lrl {rot r2vr t Aslu !t'llnl'' xrll l:s orllur rS{ llolfo sort ttrtu$l rrolt oti tttr: ttsr-nulftt |rAY tt t,KMo<J, fi ollluls' PROGRESS REPORT: coP,Es H::i::"';'ll::,fil:i'"cturc ; PCL Construction Scrvices; UltS Consultants;rrHLo Goii*'ffreR AfrPR&M1$F |st!|mr^|FFor'G'rBtocIlfNT:\n[n[iE^,not|i3tIld\.||tIr'nrF'rri!lln{n'DAtrlfc,|'tot'''w-.qt(x"lnftxr. fr ii^ttuFrl! rntEl |ttttn on txrla:fs mo{.n xlc^nortlt 4ou|'rtnl, u'|!rs:E on(.i ,nrwqtrlrals |,lt ,rflnlo lo ltl lvlllllllc. r .qr- of rrl iirul e-.,r o, .d?oir- tod tro. C!(l IJA a/lo Chen€Northern.olnc.C(trsuthrul I rrt,rnrrs a' r(l S.'erl,sls .1?,1,?"j1fi?i'.1';,1,,,. ..., ado B | 60, ,l[],1 i.iXl 1,!ill',,,,-,,,," Jurle 29, L99O ltcwn of VailAttn: Stan nerrynan P. O. Box l-0Ovail o 81658-01 00 Subjecb: @nstnrction Obsenation ard Testirg Sorrices, Vait lI-ansportation Center Itprcvercnts, Vail, Cotolado. Job No. 4 398 90 Gentlenpn: As requested, constmction observation arxi testirg senrices were initiated at the site on May 23, 1990. The serrrices have irlcluded observation of footirg excavation subgrr:ade, backfill conpaction testfurg, conq:ete testirg, rejnforcenrent steel placenent, ard gnroutirg obsenration for toad sr44:orL of tlrefourdations. The results of concrete testirg ard the gnoutirg are pre.sented urder seln::ate cover. Ihe resrrlts of our obsenrations arxf te*irq tlurcugh June 22 are enclosed ard presented as daily reports. the fildirgs ard remrnerdations have been prcnrided to les Wood, tte o,'merrs on-site representative on a daily basis. Salrples of ttre on-site soils were obtained for laboratory classification ard npistr::re-density relationstrip arnlyses in accordance witJ. tJ.e job specifications. Ihe resuLts are presentcd on Figs. 1- - 5 enclosed. We will contjnue to pr=sent our firdirgs in daily neports as they beccrneavailable. If you have any questions or need additional infonnation, please let us )orcr'r. Sircere$, CHEN-}FRITTMN, INC. Steven L. Pawlak cc: l,Iidael Baricer Arctritecture, Attn: 1,1r. Scott Ward PCt Constnrction Ssrrices, Attn: l4r. Denny Armour Arrlerson & Hastirgs URS Consultants, Attn: lilr. I€s t{ood SLP/1r By: A u,t'tt ,,, ,,1 th,, [ITliTl r r r )r ]t) ot c.xr | 'a I r rcs r55 150 145 zERo Ali volo cuivES 3?1"'"# : 2'8o SPECIFIC ) .r^ GRAVITY 3frX?'5.!9 = 2.60 tJ.(J (L I ts(f,z t.U c) Go 10 35 t25 120 1l5r | | | | | I I I I I | | I | | \t I l\'0s1015 MOISTURE CONTENT - PERCENT OF DRY WEIGHT LocAloN,ValI Transportation Center MOISTURE-DENSITY Qn-slte Sample #1 RELATIONSHIPS sOL DESCFIPTDII: Slight|y ellty sandy aravel Chen€Northern,lnc rrAx. DRy DENSny: 1&1)-CpCF opT. 1,,torsT. col,rrENT . 6:T %PFOCEDURE: ASTM D-1557 Method D LtOurD Ltb T :20 PLASTICTTY NDEX :6 .ros r.,o., 4 j9B 90 | FG. No. DArE: 6-8-90 | f i9!1YEt 262 .; ser'rD :52 ec si-r AND cLAy G200) : 6 % r55 150 tLo(L I tsazulo cco ' ZERO Ali votD CUiVES "'H+Sm :m/*:* 130# '125 120 o5r0ts MOISTURE CONTENT - PERCENT OF DRY WEIGHT !9rPN' vall Tranglor MOISTURE-DENSITY RELATIONSHIPSon-sitc Sauple #2 solL DESCRIPTON: Siltv Grave}ly Sand Chen€Nofthern,lnc l,,tAx. DRY DENSny :159. B pCr OpT. t,ilOtST. CONTENT : 4.9 %PFocEouRE:ASTM. DL557 Method D LOUID L||IIT:PLASTICTTY NDEX : NP uoeNo.: 4 z9B 9o J FG.No. DArE: 5-14-90 | Z zCRAVEL :1? x SAND: lr? .,6 SILT AND CLAY (-200): 16 % r55 150 145 ILo o- I ts CJ'z lJ.lo E,o 140 135 130 125 120 115 510 .rl MOISTURE CONTENT - PERCENT OF DRY WEIGHT zEto All YOtD cuivEt SPECFIC GRAVTTY SPECIFIC GRAVfTY SPECFIC GRAVTTY 2.70 MOISTURE-DENSITY RELATIONSHIPS LocATtoN :Vail Transportatlon Center. SAMPLE t{O : J Chen & Associatesso11. DEscptpr'gx. Sllghtly silty gravelly sand PROCEDURE: ASTM DI cRAvEL , 29 x SAND: 65 % sLT AND CLAY ('200):J3-e( t. Hn. t Hn. 15 MrN 13 MrN. 60 MrN. 19 MlN.r MlN, CLAY IO SILT DIAM€TER OF PAR'ICLE IN MILLIMETERS s^No 32 %sfLT ANo oLAY 6 q, * ,rornctrv tND[x 6 * eilty Bandy FnoM Vail Transpottatlon Centor On-Slte Sa.uple #I cnAvEL 62 r5 LrourD LrMtr 20 SAMPLEoF St-tghtlYgravel 0t, MIN, 19 M|rl. ' MIN. I MIN..tm .5O .ao.JO o 1 E 2 u .m5 .qr!, .010 CLAY IO SILT GnAvEL 37 * Lroulo LIMIT sAMpLEoF Silty .12 2.0 DIAMETER OF PANTICLE IN MILLIMETERS s^No 4? r.srLT AND cLAY 15 * * t*"t,clrY INDEx NP gravelly sand FRoM On-aite Sanple 12 GRADAT]ON TEST RESULTSChen€Northern,lnc ta xn. t lin. l3 MtN 15 MrN, G0 MlN. 19 MlN.{ MlN. o! a ,, (, m !o o i z (, a( to m *r ..2 2.O OIAMETEN OF PANTICLE IN MILLIMETENS GLAY rO S[r s No 5J * sILTANDcLAY B LIOUID LIMIT s^MPLEoF elightlY siltygravelly sand PLA$ncrrY rNDex NP * FnoM Vail Tranaportation Center Sanple J fron on-stte tj.s. s lANlrAlru sElllEs ?a ltn.rt lirN ? n. 15 MtN. ar{t MlN. 19 MlN. a f,|lN. t Mltl.'nn '{o':to 're 'lr9a .m5 .(x)9 .O I e .c},bli .rag ,20, | .5u, l'19 -D-f,ll t6.2 tl, t52 DTAMETEN OF PANTICLE IN MILLIMETENS ct Y ro slLr GNAVEL tg LIOUID LIMIT SAMPLE OF SANO t' SILT AND CLAY * PLosttctrY lNDcx FROM * GRADATION TEST RESULTSChen€Nofthern,lnc o Clrcn€Nonltern.lnc.Cd:$fra E,||h- -t sd-rli' REPORT Foundatlon Excavatl-on t A sLmrrl ,,rrntEtpl m cr rxn, nt( n.lrr.t ar{, cri{t!r:r. ,rt st.Fcrtft !r( !t[.tlYD ^r nr corDcxTNt--2no"rtfi of d-|l otxll l'{' lJI}IntAA[I Fon iJilIA- t|r.tllt|^|lutl|ll'u,ou'r'oontllfi;|''fp('|l{qr|ir'{r",'plrrrJJ.n.Idrr'il-nji,rp-i:i.rt,nrrtrrx.r,f'vA-$J2t,.:trrtE0'crDoffTnll.:'t!(rt .i,l nt uuls (,ll1r ,,rrsar*l{.|(lr,d ,l/IltlLt lu tl |lolrao, a .'-tt- c r-fTtnll r-+ ., ..."-r.. )a b. fl'anl^ aln ro: T.WN oF VArL JoB No' 4 398 90 DATE 6/IB/90 Attn: Irlr. Stan Berrpnan DALY REpoRT No. 6 sHggt lor I P.0. Box 100. Vail CO 81658=0100 lllvolcE No' The Etair 11 east and weet excavatlonc wele observed to contaln old ittt. It is our reConmendation to remove all existing fill to expose naiuraf sandy gravelg, .replace Euitabte soils and compac!.il_Ilfts back to desllgn-grader The east stair 11 area fill is suitable for reuse as strictural flll. The fill in the west area Ehould be retrovedr The pads along the weet end of the parklng etructure_along B-Line 0 and i were obEerved, to be excavated-into natural- solla. B Llne I Fubsoll is to be grouted, per the plane' Theee two pad areao are suitable for rebar placenent and forulng. Joe Benedlct Steven t. Pawlak NELD OBSEF/ER APPROVED FT cop,Es Xl;lf \,li"B!I.t"ftll5:""""' PCL Constn-rction Services, Attn; Mr. Denny tis"$i,"' tl*?I:'R.t.'1"' fillsi,l, wooa ; Chen€Nonhern.lnc.o O comdl,m trrcln -. .'d scL.i,'t REPORT OF CONSTRUCTION ACTIVITIES as A r|.mlrt Pti tt;tlx lo ctrxnt. nf, t'l.[E lrfl d-Rrnr :L al ifFoini ra( lr,rftlrD as nr corrrxllt trF'ftrrl of dr crrxTt |}o rurrirtz llr{ |.i ?l'l u- DC (r. sramlrE o(frun6 f nmi,rcr: -rirru oi fomi€ qn ntrodi-rs-riiiinil' firtr axn rrrrpr rinrxr- sAtu:r iu lf 6FCtrl (r rrtlr E lto 6 ca'rrnD ur-t-st onl.i lnt a€[l{rlrt xe ,6rt lo !'l ttlrrr} ^ 'nrnt- .. *[Trtill"-r e -qo,h rdn *.. ClalClA a./lo TO:TOWN OF VAI.LAttn: Mr. Stan Berrynan P.0. Box 100 VaiL C0 81658-0100 JOB NO. 4 398 90 DAILY REPORT NO. ItwotcE No. Vai1, CoLorado DATE 6/L9/gO 7 SHEET l OF pRctrEcf Addition to Vail Transportation Centet, WEAfiER CONDMONS AI.'ID ]EMPERAIURE cl ean 70o CONIRACTOtrS CONSTRUCTION ACIMNES PERSONNfu MAroR EOurpMENr: backhoe AgIMnES! cHEl.l=NoRIHRr.s SfE-AcTMnEs The fill being placed. east of Stairs #11r Level 11 Grids L1-L4 ls to bo renoved to expose natulal soils. ThisstructuraL materj-al w111 be placed, and reconpacted ln lifts to Epeclfled density to the uest of Stairs #11, Grids U-12 whichis now being excavated dovrn to ntural 60116o l,lateriale being roxooved fron thj-s area ar6 being stockplled for landscape backfill.$tockplle Location: Southwest corner of S. Froutage Road W. and Matterhorn Circleo VERML COMMUNICATION WITH CONTRACTOR, ENGINEER, ARCHMCT, OWNER Michacl Barber Architccture,COPIES Attn; Mr. Scott Ward; PCL Constructlon $ervices, Attnl Mr' Denny Arnour; Anderson 6 llas-tings; .. LrRS Consultants. Attn: Mr. Lqq wqqq; gi1I Carr Steven L. Pawlah RELD OBSERI/ER APPRO/ED ETT Chen€Nonhern.lnc o Con rthg fttatst drd SdtiH. REPORT OF EXCAVATION OBSERVATION ,\3 A !UT\l ! pigtfcmrl to attf5, nl( purr-t3 rr) cr.risflwt, a! F Frnt f sulIfTtm As nG corDalffuL PB(Ffrlv of cui ctft{13. l}o xtlllntzAlB tf an-EA-lrlt <r strtfxxtl (xrct t![ta3 cit ttnlAcls ftto.l art Nto^n)art out trtrtofll! ti N!:atMo tttruMr qn rrnrn A,rola- sar'u5 wu r 0cFa!u) s flLi lttll€ li(Irautut tt(llt oDtt tarHntlt anl .urt ,flttlt liJ t|. ltllt'|q ^ 'tr'!t- .. r,.( Hiiil n" r. o.r?s,r.. f.nn llo, C-ralolA 1,/|O TO: JoB NO. 4 39s 90 DATE 6/19190 TOlllN OF VAII Attn: Mr. Stan Berrynan DAILY REPOFT NO. 7 SHEEI 2 OF 2 P.O. Box 100 Vall co 81658-0100 llwolcE No' PROJECr Addition to Vail Transportation Center, Vai1, Colorado E(CAVATION FOR: slope footinge to support stairs LOCAION Level I - Steiis llo. lI D(CAVATION ELEVAIIONS:B,qSE 61,0 lilATERlAls D(P0SED lN BASE(S) oF E(CAVAIoN(S): Stlstlng fill REII,ARKS: The naterlal encountered does not appear to be natural undieturbed soil and l.a trot recolranded for footing bearing. VERBAL COMMUNICATION WITH CONTMCTOR, ENCINEER, ARCHTTEST, OWNER: PROGRESS REPORT: Michael Barber Architecture, COPIES Attn: Mr. Scott lltard; Anderson fi l'lastings; PCL Constnrction Services, Attn; It'lr. DennY Armour; URS Consultants, Attn: Mr. [,es Wood; Bill Carr Steven L. Paslah REID OESETWER APPROVED F/ Chen€Northerrr.lnc.o o Con.dtl0o Ltdtr. .rt' s.|-tlr.t REPORT OF CONSTRUCTION ACTIVITIES ls A u.mrAt FiotIE r,| lo ctrx'rl Irf Attt xl' d,lft!/r]. AL il'roil:l rrf lrr|Ttm ls IHr corrrtxlw- oFlrrrlrY (|r |x|l glt|Tr' 'JrO A'l}-iu^Ilt{ tl /t B- rb.r (r srAtyrfxri oorquE c oi rrrirr;t! rx oR Rmrf(t{t crn mxiii-d-liisrxrb' ltiruP oq rnrrn 'rirrorr- $Dt'ct lnr !( lrsFCrlt (r lnLl rfJrro 6 corttltfD ttrtst (nrlt lntur€t-Itr{l1i Ee /4g2tt lo l}l f,Elr€. ^ "-r.- , n lTilii'l g* o, onrc-r ft n* C|.ld a/ao To: TolvN oF vArrl JoB No. 4 i98 e0 DATE6/2O/9o Attn: Mr. Stan Berryman D tLy REPORT NO. 8 SHEEr 10F 2P.O. Box 100 Vail C0 81658-0.100 ltWOlCE NO. pRAlECf Addition to Vail Transportation Center, Vai1, Colorado WE{THER coNDmoNs A}ID TEMPEMruRE SUNNY 70 I S CONIR^CTOR'S CONSTRUCTION ACTM'I'IES PERSOI{Nfu IIAJOR EQUIPMENT: AEIMTIES: o$s;$8wffiH,";{F AS{SF" ", *|il*" #l;i}t i; u"i " n: ;l?f fi ;i, !' i " t:}}lY}l 3, n" Level I (Stair No. 11) frorn A Llne, Grids 1t-14. Tested concrete placed in Footing tevel 11 tlne B, Grld 1. Foundation grouting beneathcentral eaet-weet wall footingl etair way Line 82-121 Footing Line 82-11 and Line RL-L4/L1, was observed and logged. lVe observedrelnforcing steel being placed in footings Level I; tine Br Grid 1. B&B Excavation has ruptured a rater line in the Level I Stair No. 11 tS.E. corner at !:OO p.n. There 1s non standJ-ng water in the excavationslteo B&B 1s ruaklng efforts to punp and repalr water line. VERBAL COMMUNICATION WTTH CONTRACTOR. ENGINEER, ARCHrrECT, OV'NER coPrEs Xiil?"trli'3$,t"ftli::cture' DennyPCL Constructiun Services, Attn; Mr Armour; Anclerson S tlastings; .. URS Consultants, nttn: M1". l,es ttlood Bill Carr Steven L. Parlak NELD OBSERIER APPROVED FT ChendNorthcm,Inc o O.rdfra [r{l:t .ta s.r.ib'. REPORT OF REINFORCING STEEL OBSERVATION rt A ||,lut fEI qtEa E auxlt DI ttlr ||! q|ltlw:l at ittoiYl rr( l.rrfit'D lr nf oofnllfil,( FgttT c (|Jt cutlf\ ,|o Arnnrg fbl tlt ?trN(xl- rur (/ 31Atfiaxtl, oorprrolrt or rnrliri-rr<r <r rrj*iirr o,r nxri-:l -n:iil*o ronrl q.l tmlD{ r4"ixa- S Ltt! rrr l( FFqr.D o' ttrrl lttlr{l 6 ccnfi! uull drrlr rE!fil|..}fit A,l( rc[l) lo H rffll|l. ^ i,,.,8 d ".lTiiFlr* .r ..'r'rr.. f.rrr ,r.r. C|{lt! a/O To: TowN Attn: P.O. Vai I PRGJECT OT VAIL Mr. Stan Berryman Box 100 co 81658-0100 Addition to Vail Transnortation Ccnter, JOB NO. 4 398 90 DAILY REPORT NO. rlwolcE No. Vai 1, Colorado DATE 6/20/90 8 sHEEra oF 2 flRUcruRE footlne tJoc^llot{EEVA.|.OiI R&{FORC$XI @|rrae{|:l wxnc L r{RzoNr L B Llne B LJ.ne - B Llne - B Line - BL67 8161 8151 8161 za *oupturns 20 #B-7o/ci L7 #B-9o/c; 36 #6 equal. spaced 4 #6 tot 11 | 6rt 4 #5 tot Il|6il 3/4 t/2 for lJr5tr north & south for l3t6rr eaat & rest (K) northr south and test elde ea8t sidg spEcutc^nc|.r$ srErl cf, r,€! 60 E n-nrs r.,so R€D1r1nqM; ctf 'ttg{eEr vefy CJ-ean € 5tne of, *t}tcs uss) qI n r|cE Ar{r co/ER ae speclfied El coranrcron rovrseo sPtrctl|c: sPEcrrAruts€ fl rur-nue oFEFvAmN B^R sr.pFo(nt: TypE brlck O prxr-lue oos8r/ lloN Ftr{6H lNPlr/cE @r(.Pt^}lcE HE.HT Hr,ffi Hr,ffifq o^rE r'an Nm ..Y *rd-'o RE-ECAU ED oc llllrg) RE-EqrFl@ X PROCRESS REPOKTconforuance wl.th The footingsproject plans rej.nfonclng steel was placed and speclficatione. in general Michael Barber Architecture, COPIES Attn: Mr. Scott Ward; PCL Constnrction Servi ces:, Attn ; Mr . Denny A,rmour; Anderson & I-lastings; URS ConsuLtants. Attn: Itlr. Lcs $loodl 8111 Carr Steven L. Parlak RE.D OBSEFilER APPRCryED FY Chen€Northcrn.lnc.o O contuirr'{ t'er,t'r. o'd sd-{r.r. REPORT OF CONSTRUCTION ACTIVITIES ^s A qrnxt FicmE|Dl lo cttxrt' rf, Pi,iE lrro ()(Rttrwlt. 4r irtqrr! AFf gJEfttrn ^s tli: csttrr,{na PFrr"fv or (rt cl fxrl A|o x,nsnl^lDl ^! |1,l 'x-ndr o. strtrrs, oo.c.r,s.,r (r rxnuc[] rFdr qr ir(wrrr€ a.n rtpcdrl-a-G.nil' f;iii#-aii-nttr$ AFrita- s'rrru.l lttl E DlsFurrl t [1Lr [lrlo rs cd.'r-flIt ul{Ijrr otl|t ,e rqr ti ,aa &It lo ll{ ftllllo. ^ ,r'i- .. *[tlfii-ln-,. rr c.rrrqrr- rl'ti rb Cral@A a/ao To: TowN Attn: P.0. Vai I PRqJECT OF VAI.I Mr. Stan Berrynan Box 100 co 81658-0100 Addition to Vail Transportation Center, JOB NO. 4 598 g0 DAITY REPORT NO. ItwotcE No. Vai1, Colorado DATE 6/2L/9O 9 SHEET 1 OF wEATHER coNDmoNs AND TEMpERATUne Partly cloudyr ?Oo CONIRACTORS CONSTRUCNON ACTMTIES PERSO}INfu IINOR EQUIPMENT: AGIMIIES: cHs,r-NoRtHERr{'s slrE ACIMTIES tlrhile on-aiter rve perforned the follOwlng rbservations and servlcea: Footing located 25r west of Llne Br Grld f rag relocated at lrotr weet of orj-glnaL placenent. We observed the neplacernent of reinforclng steel. The steel wae plaeed ln general ionfornance with plans and Epeclfisatj-ons. Foundatlon groutlng beneath subgrade for Foundation Llne A-29 wa8 obBeryed aud lo.gged. Concrete waa tested on conclete placed i.n footing 2r. r of Llne B/Grid I. B&B Bxcavat-ing has dlscontinued excavation of Stair #11 Level one fron A llne,/Grids 1I-I4 until broken water line ls tested. VERML COMMUNIC4TION WITH CONTRACTOR, ENGINEER, ARCHMCT. OWNER coP,Es xiil?"1li"B:;.t"filll;"'""' PCL Construction $ervices, Attn: Mr. Denny Arnour: Anderson G llastings; URS Consultants, Att@ BiIl Carr Steven L. Parlalc NN.D OBSERYER APPRO/ED Bf Chen€Nonhern.lnc.o Co'|.rJ|r|!g frell..r . o.{ Sdrn .rt REPORT OF CONSTRUCTION ACTIVITIES AS l U.rn||! F|imEIDl ltt ctrxr!, Irf nnt lro (tfl.lvr:i ,tI ift{!r:t |,if ru|rtrm As nf @|rt]l)|Iyl. rfti'rrY (r .tf ofxr!' ,,o rnmu rDl tif 'lu-rrri (r sr^61qxni c11nu6gr 6n [xrRA;rt rrora m ifrea(r.q orr rtr<rirs- rs -riri-rni-o rtionp'on iannn irn<xrl s ul mr t{ o'stqrD r rru Elln 6 cc.rtf.It"D ltt"Il:t onft ^AiA,€(l{r.'s ..r{ ,aalrt Io lll ftllltl(r ^ r.rnr- r, *@*.. oo.v-r- rdrr rro. C{idA r/eo To: TowN Attn: P.O. Vai I PROJECT OF VAI.L Mr, Stan Berryman Box 100 co 81658.01.00 Addition to Vail Transportation JOB NO. 4 398 90 DAILY REPORT NO. ItwolcE No. Vai1, Colorado DATE 6/2e/90 - ro sHsEr I or Ccnter, }VEATHER CONDMONS ANO TEMPEMTURE clear ?Oo CONIRACTORS CONSIRUCTION ACTMTES PERSONNfu l,lArOR EOUIPMENT: lgrMnEs: - cHg\t-NofirHERN.s snE AcrMnEs We observed the final foundation Brouting n6h-e'atE"iiir*btifadriE'5iid"l-ogged sane. Tuo locations of trgotholer' {i.eelngby B&B to deternine the elevatlon of natural soils r'rae obeerYed and logged. e&e ts excavating locations at new elevator area west of Line A-28-J0 and extend wall footing Line B9-50-JL. A representatlve sanple(sanple Uo. 3) of naterial being excavated fron Llne 89 was returned to our lab for standard properties test5-ng and noieture-dsnsity relati.onshlpanalyels. Concrete cylinders and grout cubes returned to lab for toetlng. VERB L COMMUNTCAT]ON WrH CONTRACTOR, ENGINEER, ARCHrEST. OWNER LeS WOOdt preAent at tine of ,rpot hoJ.ert excavatlonl LeYel one Staj-rs No. 1I east oferisting tunnel d,ructute. coPrES Xi;l?"'"li"B:;.t'fi1|:;cture' PCL Constmcti'on $ervices, Attn: Mr. Denny Annour: Anderson G Flastings; UIIS Consrrl tflnts, Attn: Ilr. T,es Wqo{- Bl-11 Carr Steven L. Parlak NE-D OBSE8VER APPRO/ED BY Chen€Northern.lnc o eao.riho Et|gti.ir .ti S.r.ttalt REPORT OF EXCAVATION OBSERVATION ls A sultA. pi('lTcrfi rc crfxr:l, ]ltc R,rrE A,rr) (rrisfw1 lll afF(lrr lf gfrfnm As nf fl.frrofuL Plt(?frnt of qrt ctrtnl t,o arnllg^lrx trn rar^-tx}rrrl-ieintxts'c..,.oUsu6oittrnrc.ts'tl0.(tlttq^,r1'p(x,ltNtl.lxl36Nr:lxttol.t|lutijqf'8r[xrP?i(xA.i^r.,u5'rtu0C'lIt.Dofn!|sqrair]tr u.r.lt onr-i Lra|franfn' rrt ,ftu, to rx bro|lr{ ^ .Err- .f s.[HfX-lc'r.f o..rrro*r fdm |lo. crtlol l,/lo TO: TOlltN Attn: P.O. Vail PRGJECT OF VAIL Mr. Stan Berrynan Box 100 co 816s8-0100 Addition to Vail. Transnortation JOB NO. 4 398 90 DALY REPOFTT NO. tlworcE NO. Vail, Colorado DATE 6/22/90 10 SHEEI 2 0F 2 Center, D(CAVATION FoR: rrPotholerr digging by hoe to detennlne elevation of natural 8oi Loc"AnoN: LeveL oner Statrs Nor 1I for footlngo area O(C,AVATION BASE ELEVATIoNS: 4r to 5t bel_or the bottou of exlsting structure footlng ll|ATER T.S E(POSED rN 8 SE(S) OF DtCAvAnoN(S): REI,|ARKS: The rnaterial encountered appearo to be natural undieturbedaoil,Ft reconnended for foundation eupport. VERBAL COMMUNICATION WNH CONTRACTOR, ENGINEER, ARCHTTECT, OWNER: Scott Green of B&B Drcavation and Lae Wood of U.RrSr PROGRESS REPORT: Michael Barber Architecture, COPIES 411n; Mr. Scott ltrard; Anderson fr llastings; PCL ConstTuction Services, Attn: Mr. DennY Aflnour; URS Consultants, Attn: Mr. Les ltlood; B1l1 Carr Steven L. Parlak FIET.D OASETWER APPRCA/ED FT ChcnSNorthcrn,Inc o Cdrtt&{ &r{h..tr .tn sddr.L REPORT OF MORTAR/3ROUT/MASONRY TESTING .t^u|'|twi'|.''tq'ni'on''r'.'rh,nE'4(i''ir't\{r.Al|l''bn|sMft|'till'oA'|'|t.c,u,Dftflu|-'rn.'!.if'(f(,(Forr.|t.|,ro|r'|,^|.|||(,!|^lfv|'.r1|,r':|At6(,lft1'tx;|t||(pd|k'o,,|||'|,q,8ltt,on|'6,{f{'.'lD,rt||lx'x|o(,|w|dltl'|^,l''ro,x.|1ljm!atr.r\t ltl, lr.tlt olta.,| .lnrrlrtrll,|tt lnt .tctti lD to Ia lYlr|t[rr. ^ FGL- r r"[4_l]r*r o....qv'.r.. TO:JOB NO. 4 398 90 OAILY REPOKT NO. [wolcE NO. Vai I , Colorado DAIE: 6-22-90 SHEETl OF1 TOWN OF VAIL Attn: Mr. Stan .Bcrrynan P.O. Box 100 Vail CO 81658-0100 PRO.'EgT Addition to Vail 'lransportation Ccnter , PLACEMENT Loc TloN Foundation Gtorrti nrr ta llxi sti no stTrrctrrr"c - l.evel onc. Lines B- L: TYPE ANO SIZE OF SPECIMENS: suPrua Berkel & Co- MORTtn 2X4 ctuNDEtS MORIT^'| TIPE M S 'I O K MIX DESICN NO. ONIER c sr /,\s Gnout Pnlsu ztt x Ztl orHER cubesCFOUTcAsfi tN OLOCK CEj.s FIELD TESIING INFORI'AI]ON PROPOI{lIONS: nl|E llrxtD IlrE SAIIPUD FLOvSuruP (rH.) s r|PtE IEUP. 'F flNE IDC. CEUENT UUE PRISM DATAlloU.rOW : GROUI n[ED NOUIML DtUElGtOltS BEODING: FACE SI ICLL oTlEn fULL SI{E-L TY[!E OF MASON'TT UNT COMPRESSN/E STRENGTH sP€ctuot Ho. AcE (uAls) OA''E IESIE) r{ xruuu Lo D (r.!s) m6 srns.|Gnt (P6t) ilE srnilclH (Psr) c PPtD 'tBO{r/5rm (m.) T0crfiEs,rbt trElrn (N.) cR6 lRr (N:) 2flsr lnEA (rN. ) lt/D or L/D Il/D ot L,lD @nnECnOt{ 3 6- 25-90 5800 .1450 2 2 4 2 3 6-25-90 5500 1400 2 2 4 3 3 .4 5 6-25-90 5700 1430 2 2 4 6-2s-90 5600 1400 2 2 4 o6tcN s-lRftts nl t'sr c 3 D\\ts PROGRESS REPORT Michael Barbcr Acrlritccturc, coPlEs Attn: Mr. scott ward; Anderson fi llastinss I PCL ConstTuction, Attn: Mr, Dcnny Anirour; UltS Consul.tants, Attn: Mr. Lcs Wood i B. Carr . T. Laudick RN.D OOSEF.VER APPRC^/ED TIY Clrcn€Norttrcrn. Inc.o o Con.rrt r|9 tn!lr|.-. ond sd-{r.t REPORT OF CONSTRUCTION ACTIVITIES a! A ||,trrt prErrrrDt I! ctrxE nf Pr-nE l,|) drrt frw!. 4r !!rt!!!! trf ll|.lr TITD aS f ctTrfXIUt trF tt (r qf dIXII "{t AJDniI lDl t!tt ?ur lr- ,',,r, rr sr^rrrrr.rg c.'rur*<i (n rxti^cnr rF(x oR fff.urrtr€ un atnqin-r lirlinin r.tinirp ou mrTor fua- sArr4JEt lltl- m FF(lltlt tr r''tlr Elrto 6 cp.ri-crut u{l:si dllft l i{qrrt3 ln€ |oelll) ro lN Yftll{|. ^ ,'.!.- .. r-fiIlfl gr .. ..6r'rr. fdri tlo. CIf lCtA 4/eO ro: JoB No. 4 398 90 DATE 6/2r/90TOWN OF VAI.L Attn: Mr. Stan Berrynan DA1Ly REpoRT NO. 11 5HEET I oF 2 P.O, Box 100 Vail C0 81658-0100 lt'lVOlCE NO' PROJECT Addition to Vail Transportation Center, Vai1, Colorado WE\THER CONDMONS AND TEMPEMruRE CIEAT BOIS coNIRACTOtrS CONSIRUCnON ACrIVmES PEN3ONNfu TIAIOR EOUIPMENI: ACIMIIES: ion of B&R Excavating continuing to excavate to extend wall footings Line C-R9/3O-14r and excavation for 6outh stairs level one aouth oi A Line 10-15' B&B has ruptured a 12il sewer line beneath the expoEed 24tt "ott"tete line that runs beneath the existi"e-;tr;cturi tooting at StOn south of A Line-l4.6. We advieed Scott of B&B to renove wat6r that is accumulating-in the excavation. Two co"cret" pipeE, 24rr and 12il_and.two water linest 6fr and 2r are now-exposed'sbutfi oi A Line/L2.-6 to l!.61 6r north of existlng bus shelter foundation. VERBAL COMMUNICATION WTTFI CONTR^CTOR, ENGINEER, ARCHITEfi' OIYNER llli chae I Barbcr Architecturc, COPIES Attn: Mr. Scott Ward; PCL Constructi'on Services, Attn: Mr. Denny Armour: Anderson ti Ilastings; --tfRS Coirsultnnts, Aqqn ! Mr. l,cs tllood Bill Carr Steven L. Pawlak Hru OBSERI/ER APPROYED Ff Chen€Northern.lnc o C.anttlaf t |e!*r a||a Sd-tH. REPORT OF EXCAVATION OBSERVATION rs A yln,|l pio|trctElr to ctft.|s. nf putE |lr, ot FJfrt:, aL RtpoarTs rxf srr|rrfD at nii coafnaxIuPl(tfnTY f GJR Crrml. [o amr!0lrpL toi ti,ar^- ||('|f}s|^|I!tr|S'qt6u5rrdoll}Ttw:Isf|(||()|lf(q^t,pd.l|||cH}Fl3Bl{t5.rYtoR|tul'&qiH|'Et|A"?xx^r.sA.1I':lluEIEI'qU('|'Il6urair-ftlr u.l'! Ollr,l lJJt|xlraxrr ,|r.t ,qcr.u Iu lft l l$o ^ .t-,- .t *[Hiii-1;rr .a c..rra'rr FG'r r.. craro$ a,/ao To: To$fN Attn: P.O. Vail PROJECT OF VAIL Mr. Stan Berrynan Box 100 co 81658-0100 Addition to Vail Transportation JOB NO. 4 398 90 DALY REPORT NO. lfwolcE No. Vai 1, Co!.orado DAIE 6/25/90 11 SHEEr ?ar 2 Centc r,ron D(CAVAT'ION FOR: i2)south staire no. lI, Ievel one- (Z)Level one, JOr S. of A Line to 10-12 DG.AVATION BASE ELEvAnoNS: (I) l/- ) below floor €; I orr belout slab levelexistlng structure footlng M,qTERhts D<RoSED tN BASE(S) OF EKCAVATION(5): slightly silty sandy gravel REI,IARKS: T5s and suitable material encounteredfor support of the appears to reconmended be natural undisturbed soil bearing pre66ure. \ERBAL COMMUNTCATTON WITH CONTRACTOR, ENG|NEER, ARCHmCT, oWxEn: i PROGRESS REPORT: Michael Rarber Architccture, COPIES Attn: Mr. Scott Ward; Anderson € Hastings; PCL Constnrction Services. Attni Mr. Denny Arrnourl LlRS Consultants, Attn: Mr. Les lVood; Rill Caru Steven L. Pawlak RELD OBSEFUER APPROVED FY Chen€Northern.lnc.o O co..du,{ t'sl,r...r .'i.t sd-{r.r. REPORT OF CONSTRUCTION ACTIVITIES ls l u,mr^L rfittEcmr lo clD{rsr Trf, rult to (lntflw3' aL iftr(lrs lFt s.|rrTlfir as nr( colfrfxlut'-t'rttrrY or q-t orxnl A,{' amq|'ifi lll t1i rl|- rh* *t^lrrf'rs, co.ctup<r 9q rrrRrclr lF.rl cn Ffo.rtrxr our meof-r-f,riil -rtiiiiinc ax,n-*rir]ot i'rirwrt- s,ufr: trr E trsFGlrD u lfr !5rro $ ca.|pu|I! t.|alst o|lII rE |.rlLros ,{!a IoEJD lo lll tEll|q. ^ nr-rr.' r * []jii'l r." d --''t rdrri $.. c|rft@ a/ro To: TowN OF VAr.L JoB No. 4 s98 90 DNr-". 6/2?/90 Attn: Mr, Stan Berryman g4lLy REpORT No. 12 sHEEI I Of 5P.0. Box 100 Vail CO 81658-0100 ltWOlCE NO. pRqJEcf Addition to Vail Transportation Ccnter, Vail, Colorado WEAIHER CONOMONS A}.IO TEMPEMTURE COMIRACTORS CONSIRUCNON ACTMNES P€RSONNfu IAIOR EOUIPMENT: AGIMIIES: cHEt-t-NoRtHERN.S Sm AGTMTTES Testing and full-time observation of concrete being placed in footlngelevel one Line 89-27GBr2! Linee 81-15-It.4' Line 82-16; placenent time from 9:OO a.m. - J:15 p.m. Reinforcing steel was obberved and inspected i.n the above locations and steel bein6 placed in A Line wall from existing structure Grid 11 to step- down wall Grid I2-U tostep-up wall west A Line-I4. Conpaction testing was perfonned on struCtural fiII belng placed south of A Line, Stairs ll1 level one for footing. VERBAL COMMUNICATION WTTH CONTMCTOR. ENGINEtR, ARCHTECT, OWNER coPrEs xi:li"'*li'B:;.t"ftli:;cture' PCL Constn-rction $ervices' Attn: Mr- Denny Arrnour; Anderson S Ila-s.tings; .. URS Consttltants, nttn: rylL l,e!-]ry99!j- nill .Carr Steven L. Pawlak RELD OBSERVER APPRO'ED Af Clrcn€Northern.lnc.o Co.n Un{ ftill| -i S.ati* REPORT OF F]ELD NUCLEAR DENSITY TESTING ,s A |rlmr( pE|ltc r n o.fi{Irr t}f F,nE l}|) (t.ktraw: at ffFtr'nt l|rt st,FalrrD a! nf clr|fDIrlul firo"|lft or (lI ql(}{nl lro an}E tDl tn |traE^- TEa tr :lr tfrrrrrt oo{lltr6 G txrRAcrt txot oa morara€ cn rrdn-s nsanr-o Ft}tol€ q.rR tETlDl ,rPPlg,A- saft'el ru tf, D'lruD (r 'flrl rErtlg tl o(gflD l,t-El ollll ,fifgtllatt ,f, ,{FII' to lt wfltnl€. ^ 'rrr.-.. *[ffi] "-.r , r.irqi.- tdri ,ro. Cneltt^ {,/tO To, To* oF vArL JoB No.4 398 90 DAIE 6/27/90 Attn: Mr. Stan Berrynan DALy REpOFfT NO. 12 SHEEf 2 OF JP.0. Box 100 Vail. CO 81658-0100 ll.lvOlcE NO. PRqrECt Addition to VaiL Transportation Ccnter, Vail, Colorado SPECINCANOH COUPACTION & UATERIAL MINIMUM REQUIRED IN-PI.ACE OENSTTY 98 T T AS DEIERMINED SY: ASTI'1 DL557 CONSIRUCION CONTMCTOR: TESI LOCATIONS WERE Sn trCTED B/: TY?E AND NUUBER OF EARTH MOVINC UN]TS TY"E AT.ID NUMEER OF COMPACNON UN]TS MEIHoD oF ADDTNG MotsTURE natural 1 dual ehoI wheel rolLer THTCKNESS OF UFT aB req. NUMBER OF PASSES a8 req. LOCAIIONS. of A LLne/l,2- L1.4 DEPIH OR ELEVANON (FEEr) BTG LABOMTOFT RELD P€RC€XI F (RE Tr\€/ lr^xud',|)ogrl!,8) SO]L T]?E tE)l NO.},N(MUM DRY DENSTTY(pcf) OPTIMUM MOISTURE CONIENT G) DFT DENSTTY (P.f) MOISTURE CONTENT (u) 6 6 T o 7 ?t E 20t S. of exist-ing tunnel 20! S. of exi-st-lng tunnel 20 I S. of exist-ing tunnel IOr S, of exist-ing tunnel. I0r S. of exist-ing tunnel 5t 6" 5t 5" 5t 6't t, l.f 4l 140.0 t40.o 140.0 140.0 140.0 5.1 5.1 6.1 5.1 6.1 134.t L,r.7 L36.8 L35.5 lJB.O 5.5 6.6 6.5 5.4 5.0 95 97 9B 97 99 slightlysilty sandygravel ',n tl F FULL TIME ONSEMTAION tr PART NME OBSERVATION nG ifr(Fr tie!|fl! (? rltl FotraD a! A nerr,tr o,i o[,i ociEr\. ]rn.t (r nt pt|cf],t}lt. rt lr^vf RfrED ON ntr cdlTR 6'ltxl m co{rltr rP'tY}{l tl( |ltEaa{trDa! coI'rn/tF!rc llto rJ(ErE m nu. ,ifro nt lus wrfr -dh_ ip*trwr s }xn orEtrMt{q efMrxnt rf5E aff o€ 6 w n.! otY ls rtLEtE' x{aessArl to (A-r'r rf qr orEut/tr.lt .tuDcEt u|{r. rgt oetr r.lt -rii iit-jou nest' fDR trrN(tns rrr tflEllttx rllE fll! vEnt lP€clfEAlDG' IHE Nt C|."EAR D€}|SoUEIB UEIUq) Of TESI|IIC S S USED tN SIJnSIA{IUL ACCORD }rcE WIIH ASIU D29e2 AtlD I\rO17 PRzuMII.NfiNT OESFJII/ATIONS A}.ID/OR TEST RESULTS VERBAIIY REPORTED TO: on the structural fillof Level I, Stairs #lI,footj-ngs. 'nh4 above tests were performedPRoGRESS REPoRT ;;;"g ptaced for foot:.ng area The BFG refers to bottom of existing tunnel .-^ortra Michael Barber Architecture,--' '-- Attn: Mr. Scott l{ard; PCL Constmction Servi'ces , Attn : Mr. Denny Annour; Anderson 6 Ilastings;lllls C(tnqrrl f nntc Af f rr: Ilr Lcs ltoo,l: RilI Carr Steven L. Pawlak FIELD OFERIVER APPRO/ED Ff ChenSNorthcrn,lnc o On rlh tjtdtr. .{ Sd.. r. REPORT OF REINFORCING STEEL OBSERVATION lr A |lmrrt tr|TcrEr ro auxlt, nf |i||t rx) d;rtwi at ttpoirt t|t urTfrD rr l}f ooLDrxrl|| rrFrlY 0r crt cu),|l l,o arl|om rrr. tn P(Rf,A- rrx .," st^rfia.rflt, ru.arE rq (lr rrtrrcrt ,rrdr orr rrro^roxr ql txif t-frnio'-rtiiiin-irrr -i*ttot ar'trt r- tq.RE ru E drqrD (r rffir .:irr|o rl oo'ifED rr|ls ollr ln\rrr)rx|l l t lql.Il) Io ta fi t3' ^.i-t\- J -@-." .a .. td,t.. Irir rrn gtalta^ a/to TO: TOWN Attn: P .0. Vai I PROJECT OF VAIL Mr. Stan Berryman Box 100 JOB NO. 4 398 90 DAILY REPORT NO. DAIE 6/27/90 LZ sHEETJ oF 3 CO 81658-0100 ltwOlCE No. Addition to Vail Transportation Centerr Vai1, Colorado STRUCTURE footlnes l-oc^rxtl afl norl REI|FORCSTC co|rtE{ls $mlc L HrRrzofln|. 82/16 E2/t5.3 BL/tr.3 BI/L' Level I LeveI Level Level I I I LQ #6 each way 9 #6 each xray B #6 each way B #6 each way B #5 each way schedule G top bottom schedule schedule sehedule sPEcrr noas: SIE- GR De 50 REXFInCNO Ct-EAtlt$l€st clean ctEAMNc€ AfiD o(Ivte aS SpeCified sprjcmos SPECEICATU,I$ as required d nLs,lseo El soe Dnrtrlls us€D & coranrcron romeo b ruu-rse obsa\rfinil El errr-nue txrsERvmox lflrcE o$n.PlANcE UET PR'Of,Cr u€T PfroEcr Rq,IR€T'ENTS REOUIRSIEXISu Elt l nn|'.LY wHo{ECAlr0l@ RE-EGlrl o B^R g.FFORTS TI?E flTEH brick 3 otE RE_EqI 't€D PROGRESS REPORT ThE confornance with footing reinforcing steel was placedproject plans and specifications.i-n general Michael Barber Architccture, COPIES Attn: Mr. Scott Ward; PCL Construction Scrvices:, Attn; l'lr. Denny Armour; Anderson 6 llastings; tlRS Consultants. Attn: l*'tr. Lcsllsodi- Bill Carr Steven L. Pawlak FIELD OFEFMER APPROV@ FT Clten€Northcrrr.Inc.o O con ',,ru.' Lnqtn. ... sctiiH' REPORT OF CONSTRUCTION ACTIVITIES ^3 A r.mt f Fio|fcfitt tD qrxnt rr; Ftf E A'I) ,trlvnr AI iftutt! |'t grlirrrn ai nf, cor{rttm}l PrFrr tr otr d rxr:L ,,lo a'Drnr^lrtl tit |t'l rx- nora o. srrrrrxrs oo,{tr1111,6 (! p61ilc1:r rnrrr m Fto4araro oun aemrs-s ntsr-rrnn miono ota m nr rn'i(xa- Slr?t-ci n[ m DGF6(D 0f l'Tt r[lrlo E cofitftur i'..Is:l gnft fN rrgxxr: ,88 ,4',.tt lo fi fBlrre. A 6.r.- .. -Fjilil gr o, o..',r{.'r.. r{i tl''. cl.r(n^ 1/eo To: Tot,tN Attn: P,O. Vai 1 PR(\|ECT OF VAIL Mr. Stan Berrytnan Box 100c0 81658-0100 Addition to Vail Transportation JOB NO. 4 398 90 DAILY REPORT NO. ['{votcE No. Vai1, Colorado DATE: 6/28/90 Lt sHEEr loF Ccnte r , WE{THER CONOMONS AI'ID TEMPERAruRE clear, fOts CONIRACTOtrS CONSTRUCNON ACIMNES PERSO}{Nfu I.TAIOR EOUIPMENT: ACIMTIES: CHE{-NORTHER}I'Splaced S. of and west of being placed SrTE AGflv.mES Compaction testingA LLne/L2-L3.4. BS'B continuesexistj.ng stnlcture. Inspection A Line 14-14.9. of structural fill beingto excavate eaetof reinforcj-ng steel \ERalL coMMUNrc roN wnH coNTnecroR. ENcTNEER. ARclrrrEcr, owNER Discussed with Lee ivoodsr_Denny Armon arrd Scott of n&[ planned xepairE to Z4rt and 12r'6ewer linee south of A Line, Level i, Stairs #it. cop,Es xtillf"li'B::,t'ftll:;cture' PCL Constructi'on Services, Attn: Mr. Denny Atrnour: Andcrson f, Ilastings; URS Consultants, Attn: I1r" les Wood; Bill. ga31 Steven L. Pawlak FIE.D OBSERI/ER APPROYED FT Chen€Nonhern.lnc.o C..:Jfhf ftrCtEr .i ld.n a. REPORT OF FIELD NUCLEAR DENSIfi TESTING A3 A r turt pi0'lfEmi ro ctrrn Dt F .lc l,o o|.E]tt!/tt, al afrflrr ^|f tn TrrD At lt( cofrrrruf PtiartTY f d,i crDfil lro arl]Etrz rDl toR Fara- rni of- srertrrrrr coqrm€'ci ixrrrcrr rrqt ofi RfE F(r€ q,t rr.rqilit3 -riismilo njirg c.a rEnDr ,tPPi(}/a- Sllftgt rrt lf DttFor, tr lrrrl rEllt{g !l c0rt..ltD urr.E:I ttltl ldxtll}|rr t if IoGID Io ri'Ifio' ^ trrr* d *ffriFtlg..r , ..,4qr- fdnr tL. CUElot a,/to TO, TOWN OF VArL JoB NO.4 3e8 e0 DATE 6/28/90 Attn: Mr. Stan Berryman DAtLy REpORT NO. 13 SHfff 2 Of 5 P.O. Box 100Vail CO 81658-0100 ll.lvolcE NO. PRoJECr Addition to Vail Transportation Center, Vail, Colorado SPECInCATION COUPACTION & UATERIAL MINIMUM REQUIRED IN-PLACE DENSTT CONSIRUCNON CONTMCIOR: X A.S DEIERMTNED sY: ASTI4 DLS1? TEST LOCANONS WERE SELECTED BY: 98 TY?E A}.IO NUMBER OF EARTH MOVING UNTT5 TYPE A}ID NUMBER OF COMPACTION UNTTS MEtHoD oF ADDTNG MotsIURE natural I hoedual wheel roller fiICKNESS OF UFT NUMBER OF PASSES a8 a6 req. tBQrI LOCAT]ONS. of L Line/I2- L3.4 DEPfi OR ELEVAION (FEFr) I-ABOR,ATOFT FIELD PACAr 0f (RE^TMEI rr^)(ll.ur) osT to SOIL TI?E Iul NO.I/AXIMUM DR/ DENSITT (Dcf) OPnMUM MO| TURE CONTENT(t) Dtrf DENSIIY (Pcr) MOISTURE CONTENT (x) 8 B.l 9 9t 1( I5r S. of exlet-lng tunnel 15f 8. of exist-ing tunnel 5r S. of extst-j.ng tunnel 5t S. of exiet-lng tunnel I5r s. of exlet-lng tunnel 5' gtr'c 5' gl'c 2I BFG 2I BFG 1I BFG 140.0 140.0 140.0 140.0 L40.0 6.1 6.1 6.1 6.r 5,1 L35.4 U7.Q Ltr.o Lt6.g L37.3 5.5 5.0 9.9 5.6 6.2 96 9B 97 9B 9B 61lty eandygravel tl tl EF FUI.I TIME OESEFVATION fI PART T]ME OBSERI/ATION nnl iEt(ff FrEIlxIt c'xtl|! ,uraD lf A nElJt-T rr (l! ocalv tllrt of mr fl.rctra€M. [t ]t \,t iflID (tr nE o(l{IR croi m cd||ur.f, ,rpPtltxc nl: FfEdr€roo| o(l?Ell\rf ltTurr l}to uGnff Io rltt oaritr|o Il{ nuft ft t ortt ooqxvrr !t l€] (EiEivtr{o gr|l^rE|s' 16ns |If l4iDf rHf trl ortY As xr-E\,iD xtteriAit It c|.lmAIE q.R o6E|vlr:t JuFt}t}at. iEsf DAIA lRt }in lli: SqI aA:t! ruR opt to.6 c{ m{Enf,.n Dlf tLl l{tEE rEE fE^rxr6' lHE Ntn-E R DCilSOUEEn UEtlm OF TESmG WAS USg) tN SITBST^}fIUL ACCOROAI{CE WIIH ASIU D2902 A}l0 DJOIT pReuMtMFf OEsEF/ATIONS AxD/oR TEsr REsuLTs VERBATLY REPORTED TO: Les Woods m!'e above tests were performed on Etructural f111 being$ffiSffiSF9[t"tiiii" of Lever ], stairs 11. BFG refers to the botton of stilt*BsolBlBil"$9931"€3. r'o*$.r39"3*ft+1"8"+ilf;"t1"F38t{ff[. b"idsins hoe .^l'tFc Mrcnacl lJarber Arcllltectule, "'' '* Attn : Mr. Scott ltlard ; PCL Constnrction Servlces, Attn: Mr Arrnour; Anderson fl l-last ings ;llQS Consrrl tents Af f n. Mr l.r:s ltloorl Dennyl 8111 Carr I REID OBSEfiNER Steven L. Paslak APPRWED FT Cherr€Northcrlr,Inc.o - Orrl.}ia ah*rt -a 3.r.l||" REPORT OF REINFORCING STEEL OBSERVATION rr^wlll{'i'r]Er!l'r'tLD{r|'lrrrrE,,og.iilrflAt|t'o'?t||Ell.f,fllTDrtI}foofDo.nr(FFr'TYtr(r,ict'xllxoA,nlxt^Ill{IIlP(nfA-r'r o. sr^r11,gtl oo.qrgftr (r1 rxt;rct! rrrrl dr [q irra q.r ffofr-c-idlao- rorup a..lr r*lmt tf"iotn- rl?ut nl lt oEFult! (t l'Trl rftll{l ll cufrrllD urllS oDll lslg)t){l! Itc ,rllltD ro x lll!lt[. ^ r'.rlr. 1.r@r-r , .. F.r- Irrr trt Cral tt^ l/DO To: - JoB No. 4 j98 90 DATE: 6/28/90 TOWN OF VAILAttn: Mr. Stan Berryman DATLY REPoRT No. 1] sHsEr 3 or 3 P.O. Box 100 Vai 1 CO 81658-0100 ll.fvOlOE NO. PROJECI Addition to Vail 'l'Tansportation Ccnter, Vail, Colgrado sTRUSTRE new wall cast on exlstlng uindov wal1 loc^Irofl E EI/AITON REDIFORCDF cqruofis wxncrL l|o6zoarr L vl-1-11.9 vlr-ll.8 L/Lt.8-r3.7 t/t3,.?-].4 B5.O /93 B5.O /93 80.52 I I 82.l 5-6 #4 con' L/z.t x 2. I15r o/c epr L/2 x 2,6aII thread L6.t o/c LO #4 at L?tt o/c 0 3 #4 at l.o, o./c under n through pc al-I threadl?tt o/c 16c15c #4 at, Bnl.nto EI. a ll Co 3 2 #4 at #6 at top#6 o/ 8i indov eill ur down rods (eee note) /c cont./c cont. botton c at 10-1 UZ att threads .O SPECUEAIIOIS: SIEI GRADG: 50 A P|.^flS USTD Rorrfrorc ctEAlttc{€sb clean Q *oe Dfi tl}lcs us@ ctrA1 rc€ 11{D cqtfiR aS epeCified E corruooa rovreo spuc e sPEcrE Txtt* as requirod EE n'lr-lue oosErr/Amr B R sl.FFffirs: Tlp€ E prrr-nue oossv rloN r EH INPIIC-E C0||l,tArrcfffrcHr ffi,ffi #fl,ffi5* .,-sT,,,- OCAIII|CD 'TE-DCATHTI)X pRocRFss REpoRT (A Line,/11-1l.8 | additlonalcontractor. ) Relnforcing steel wae placedproject 6BecE. Tops of exlstlng walls to x ?t 6t all thread placed blr general conformance rlth cleaned off wJ.th alr praeeqre, L/2in be Michael. Barber Architecture, COPIF-S Attn: t\lr. Scott WaTd; PCL Construction Services:, Attn: l4r. Denny Armour; Anderson fi llastings; URS Consultants. Attn: It'lr. Les l{sad: 8111 Carr Steven L. Parlak REI.O OBSERI/ER APPRCIVED F/ Chen€Northenr.hrc o O co'.inra t {r'."' ot{ s<J'n'!r' REPORT OF CONSTRUCTION ACTIVITIES AS A rrnr-9t rrrntEtlra ro ctrxE Df, tlfE ,,{) ar.ftrtt/8. al rttul:t raf s-nflfD As nr corrrrxrur F,r'''ia q q'r crrrrl ,rlD A.'nrtu^lD'{ trt tr,l n^- ,x .' ,r^ma'{nr, oo.aulolc oi frlRA:rt rlon m fltrvnr.€ ql mroiri-n-iGniD ,'d{nd-ixn-*nnDt xrior& sl?Lc! rnl tf mFctlD 6 rntt rE rro 6 co.4rflrlt r'rlst oDrt rri,r,q.rxx3 ,nf ro|rIl) to lll lErlo' ^ a-'.- r ..[TiiF-lc-. o, Go.vlt .!h. f!!n $.. CltO2 a,/Nt To: TowN Attn: P. O. Vai 1 PRqJECT OF VAIL l,,lr. Stan Berryman Box 100. c0 81658-0_100. Addition to Vail Transportation JOB NO. 4 598 90 DAILY REPORT NO. rtwolcE No. Vail, Colorado DATE 6/29/90 14 sHEErl oF Center, WEATHER CONOMONS AND IEMPERAruRE clear, BOre CONTRACTOtrS CONSTRUSNON ACIMNES PERSONNfu I(A|(IR EQIIIPUENT: ACTMNES: cHsl-NoRIHERt{'s S1TE ASIM1ES Full tine obeervation and testlng of structural frll leing placed and conpacted south of A Linel Grid 1O-I2.J' inspec- tlon of reinforcing steel being placed ln A Line ne$, wall cast on exl6t1ng structure. SAS Sxcavating contlnues to excayate for new bullding footings ea6t of existing struCture. B&B Excavating hae echeduled work for Saturday 6/30/90. Placlng structural- fill for nev parklng ranp veet of Grld I wall. VERBAL COMMUNICATION WTTH CONTRACTOR, ENGINEER. ARCHMCT. OWNER coP,Es Xi:l?"'rlli:;.t'ftlll;"'"'"' PCL Constructi'on Services, Attn: Mr. Denny Armour; Anderson f1 llas-tings; .. URS Consultants, n ttn: InlT " 1,9!- lrqegi- Bill Carr Steven L. Pawlak RE-O OBSERVER APPROVED EY ChcndrNorthenr,lnc O t 'atE llrnl t/rqti{ .ri.t S<L. hl. 5 -1 REPORT OF CONCRETE TEST CYLTNDER DATA ^s^UUnw.rtr''IGIn.|ro.I|f|.|TS.n|tnItE^'lotx,f3'lvr:t,tlIf'tX8^,rfsU'nrnrD sDf@''1rxMwrioPr'nYorqnc|t''.|Tl.llo!mrnl^no'|d'irA'rr'..l.!5r^tTlt,rrSc/}qtFr'6ofrx!rA:F''lllU('t!l.wD[Dq,ti[f.o'fi3.|5'Rl1tniorrtrnrr:ouR'|t|llt.,|A.IA.|..' ':or.run urrtln qntt ,ifi^r€t)auos rft /d|(ro to lll tvHlIIc. ^ 'rcb- .. u-li]ij]-le-,n or co.rrearb. rc''r ||o. ClCl IJ a/eo To: T9.WI{ 0F VAr:L Jou No' 4 398 90 DATE: 6-21-90 Attn: Mr. Stan Berryman DALY REPORT NO. SHEEr 1 OF 1P.0. Box 100VaiI CO 81658-0100 ltwolcE No. PRqrEcT Additlon to Vail Transportation Center. Vai1, CoLorado. PI.ACEMENT LOCATION:Footlng, Line B, 25i West of Grtd l; I]ATCH TICK T INFORIIATION: SUPruEX Western Mobile nucK No. 1-:07 P.M. 119 TlcKEr No. 010550 MU DEstcN M). A cu. ro. I TIUE lRRt\tED 1:32 p.M.nuE Pl,AcED 1 :35 P.M.NUE SATCHE) FIELD TESI]NG INFORMATION: IUE 16r T^,(rlt 1;g[pfr,l sLul/P ]N rN. Arn @NrEr{r 5. gF T/Er uNn wEc}n142. 4 lll. AIR COiITRIT 4-8f WATER ADDE) AI sfTE pcf- sAl/pL€ TElIP.68o AR TErP.7oo 0 CoL nEl(AnKiJOB SPEClnCAnOlG sllruP 3_5 C\IJNDER INFORM^TON: M). oF ctlJNoERs 4 c,xlNoEt stzr:- 6rr x 12rt rrME cT NDEfis c st 2:00 P.M. WHERE c^sr 0n-Site CURINC INFORITATION: NnuL CURE On-Site RE-D 5IORA6E Fi\ctlmEs Inside Buildingu,n,rr^. oArE/nuE AT 1111 6-22-90 oArE srRfPPO 6-22-90 trr: B. Carr Rr-x^8t(s ACE o 'rs DATE IESIE) Tgr L toAD (r8s) DI,A'{EIf-R (r|rcltes)^'tF (sa. tN.) covP. sIR. (PSD TI?E OF FIIACTUR€ CTUNDM wE orfi (lJrs) CTUND€R UNTT YECTfi (Pcr) 7 28 28 28 6-28-90 7-19-90 7- 19-90 7-19-90 87,500" 118,000 1 17 ,000 121,500 6.00 6. 00 6 .00 6.00 28.28 28.28 28.28 28.28 3100 4180 4L40 4300 confshear con/ shear con/she ar con/shear DEIGI.I STR€NGTH 5000 Psr 026 D^tT lESrS gY WEr mftl nfRsaLom. ^Af lll L]rr,|r}f|cf, r|flt art'r fflr as'u u€flx)lt'i t!48 o|rllxYEe l|(,fto 30lt llllDlnl^lKll oll 1116 ltst Nurotu t{AY ff ftl(Moco ItY ollll-t|s. PROGRESS REPORT: ^^Drre Michael Barber Architectu"e; Anderson Q Hastings; PCL Construction Services ; URS Consultants;?i.'Fti"u*rR ^PPtd\dfl#"k ChcnirNorthcnr,lnc '..-rllq f,|llF. . l Lt-rLl. REPORT OF CONCRETE TEST CYLINDER DATA ltlgunulr'Kmc'rHrod[}|Ts.I|t't!l't|El.t|oo||flll.vt\.r|!nr'wrrs,[3tmfn1DA!Ir.4l''DfMW.nrfmforf,'rc|f,los.,,|oxnrl|^m[||i}.o.s'^tf|.l,,r!iol'|c||,g'fonrXF,.rtdr'{orx|.:^,n,l6oUnFt'\o't'sEn|:ifnvr'''f,|t'||court|||||tlfl|A. 49rra'llnD u,{lJs onl-| ||rF^|€url'ns ^nt ra.{tfo to It txnu|c. ^ ,ia6, .r ,-lj'iiil-le'.- .r comF, .. rofi tro. cratl IJA a/to Tr1'r\'. TgWN OF VAIL JOU NO.4 398 90 D TE: 7-12-90 Attn: Mr. Stan Berryman DALy REpOKf NO. SHEET 1OF s P.0. Box 100 Vail CO 81658-0100 tNVolcE No. PROJECT Addition to Vail Transportation Center, Vail, Colorado. PLACEMENT LOCAIION:Footings for New Structufe,Line B.9 frorn Lines 30 to 35.5; BATCH TICKET INFORI.IATION: sUPruEn Western Mobile rdrct( No. 44 ncKEr No. 010862fuy DEstcN r,to, A cu. m.8 llME Il Tcl{ED 5:27 A.M. nuE i\RRrlE) 5:50 A.M. TtuE ptrcED 6:00 A.M. FIELD TESTING INFORMATION: lluE lEsr r (ot 6: LsAM sluup 4 NR CONrE{r6. 2 : Wrr UNn WEC}|T -- AR CONTDIT 4-g X WATSI ADDS) AT sm sArtPrf IEIP. 70o ,rtR ro/P. 680 ft1 Rsr sr($ 16 of 1.20+yd3JOo SPEctncrnolls Pal. g tN. tN.SUIUP 3_5 CYUNOER INFORtr,{ATION: l|o. oF CYUND€RS 4 cYl.,ttDEn stzE 6rr x 12rr tlMC crl.lNDEFS titSr 6:28 A.M,WHERE crst On-Sitc CURING INFORIIATION: lllnuL CURE On-Site RE gIOfr/rCE F/rCrUnES Cure Box MtN.,/rry. oAIE^UE AT t,rIL 7-lj-g0 Ir rE STR|PPED 7-L3-90 llr: B. Carr RET RKs AGE o{lls olE TESIE' T TAL LO^D (r.os) DITMEIE I (rr.lcl tEs)NlFA(sa. N.) couP. sm, (,,3t) TYPE OF Fn crunc CYUNDOI wf.|orfi(uts) c'ruNofi UNTT IVEIG|ff (PCf) 76 28A 28A 28A 7,J9-90, 8-9--90 8-9-90 8-9-90 87,000 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 3080 con/shear OS'GN flN€NCTH 3000 PSt 026 D YS rEnt gY ul[r loRt nt|s(r|tm. t f N rcarrrD rrcf, wtnl lria'r r.^rrr a<t! utr)lolfi lllll tls orrfrfllif lloltD 50lrE ll{ omr md ofl ||||s rlsl tttrwtr u Y u- Pflovltx,o rn'on[ns. PROGRESS REPORT: Sample taken fton truck di'scharge. CO'IES Michael Barber Architecture; Anderson & tlastings; PCL Construction Services; URS Consultants; B. Carr: T. Laudick REu) OT}SEJ(VER APPRO\GD BY tChent}Northenr,Inc"'a.:rlu.vt lrglE . .|r l lat rlbr. REPORT OF CONCRETE TEST CYLINDER DATA (3Al'^,nu|m(mcFroctrTtIirn,iEl'{!olli:'|'vr:i.||lFl'Y'[s|'rs|,nr|ntDA.tIfro''Ir',u.|i(F't''oro(,ret[}'.s.nor.o.:$.'r}.t,JIt.f,)l|Gll6n|6DnrXFA;tsl'tf|u(,|n|0^,ro|'aoun*rr,r#.ri.'iiil.ioirilriiurli-oui'|r||rt'|A. 4ouFtllr.D tn{IJS (m|t.l ra^|aooaurs rat rcaul, m rl wntll'|c. r 8i6.. ./ u-l iliiTl s-. or c"-F,r,- ro'lir t.o. cr{l lJ a/9O To: TortN Attn: P.O. Vai L PRO.'ECT OF VAIL Mr. Stan Berryman Box 100 co 81658-0100 Addition to Vai 1 Transoortati on JOO NO.4 398 90 DAILY REPORT NO. INVOICE NO, Vail, Colorado. DATE:7-72=90 SHEET OF Center, PI.ACEMENT LOCATION:Footings for New Stnrcture, Line 8.9 frorn Lines 30 to 35.5; BATCH IICKET INFORITIATION: SUPruER Western Mobile 'rnuct( No. 6:32 A.M. 46 TrcKEt |ro. 010g77Mtx DEStcN uo. A cu. )o. 8 NUE IIATEHS}nMe /\RRrvED 7:00 A.M.TIM€ PLfcED 7:10 A.M. FIELD TESTING INFORMATION: IluE lEsf T Xtil 7: 20AM sLUMp 5L tN. Atn coNrErrf 6.5: wEr uNT WEcl fi 139.6 pcr. SAr,|PLE rErP. 70o im rf}lr. 690 JoO SPEClnCAnOls surup J-5 N. ern corrg.n 4_ g I WArUt ADoED AT snE ftt. nDr^Rr(& CYL'NOER INFORI'ATION: l.ro. oF ctllNo€Rs 4 cm IIDER SlTt:- 6r I x l2rl ]lUE crrrNoERs c.rsr 7 : 35 A. M .wHtnE cAsT On-Site CURING INFOR},IATION: INIIUL cuRe On-Site RED sTotrA6E rlc[;nEs Cure Box MtN./r{ )(. o t1nuE AT 1,1L 7-1S-9C OAIE SIRIPPm 7-13-90 rt: B. Carr RETI RK* ACE TIA|€ 0 'tE rEslr TUIAI TOAD (Lns) DIAgEIE I (|f'ro rEs)Nlr(sq. [.r.) @uP. sIR. (Psr) TYPE OF fnAcrun€ C'II.JNDER wE|alr (LrJs) c/llH0ER UNlf IrEiGIIr. (PCD 7B 288 28E 288 7.J.9_=90- 8-9_-90 8-9-90. 8-9--.90 99r 000 6. 00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 5500 con/she4r rr€s,ct{ 5IR€N6IH 3000.PSI o 26 D\E rE ':l EY I,IXIUIOAY |'rftlot|rln. ^,|f Ol aatt||ro tlcE wtrrl rFn rJ,rf A<|u r,tnmm lrtn l=i ollltxyE( trottD solrt ll||uru no otl llut l(fl tru'ml ll Y m Prx,lo(i rr ollltRs. PROGRESS REPORT: Sample taken frorn truck discharge. .-^ortrc Michael Barber Architecture; Anderson 6 Hastings; PCL Construction Scrvi ces; URS Consultants; B. Carr T. Laudick RELD OI}SERVER APPROVED BT ChcnBNorthcnr,lnc O o 'rrE lrrl/I Li0h-rr nri 5.I? hl. REPORT OF CONCRETE TEST CYLINDER DATA lt^uunu|'Fio|fcIrr{ronr|[:!Irn'nE!f'(||ilrl.vR.|L|tf'i|iv|s^,|':smrfnrDAst||ffotfDf'{'WFno!N'rTr.rf{|,nc|lt},T 'Xt.o.s|^|Ty'rfi:!o|''E|t'5r'6onqrnr,tsrrF,'{dtnl.:'r,rnou'ac'\D|Il3.6'at:i'''./tolT'|o|r:o|,,Nl|[|tl|4qwunt uril.s:3 onl(t farurqlluns tnt. ,.rru) m rl trllulc. ,r E.t- of lrliiixlc'-. or c.nFir- r.rii l|o. Cratl|JA a/9O To: Tot4N Attn: P.O. Vail PRO'ECT OF VAIL Mr. Stan Berrl'nan Box 100c0 81658-0100 Addition to Vail Transportation JOO NO.4 398 90_ DAILY REPORT NO. ll.JvolcE No. Vai1, Colorado, DATE: 7-I2^9A SHEEI 3 0F Center. Footers, Level One, Line B at Lines 28, 29 and 30; I]ATCH TICKET NFORLIATION: suPrua Western Mobi le rRucK No. Lo7 11 :05 A.M. ncKEr No. 010906 Mu DEslcN |to. NYE IIATCHED nME ARRfvrD 11 : 20 A.M.T]UE PIJCE) cu. x), g L1:25 A.M. FIELD TESI]NC INFORMATION: lluE IEsf Trr(8N11:35AJr4 SLUup 4k ru. atn coFrENr6.2:wEI uN]I wEctfr -- Fc{. sAl/Ptf, rfup.680 ,ttn tryp,70o JOo SPECInCAnOHS sLuup S-S tN. AtR coNTEuT 4_g I WAIfIr ADD€D AT sm 6 c{lt. nof,{Rl(r C\tJNDER INFOR},IATIONT t.|o, oF crUND€Rs 4 crr |trorn srzr 6rr x 12rr ]lME cltlNDEt6 c,\sr 11:50 A.M. WHEIE clsr On-Sitc CURINC INFORMTION: Hnw cuRE on-Site RIID sroRAcE F,rctllnEs Cure Box MrN./uac o rEl'nuE er uur 7-13-90 oArE srnppq, 7-13-90 ny: B. Carr REu Rxs AGEu,ts orE IESIE) ISTAL LOAD (rDs) DIA'{ETF-R oNqrEs) NIEA(5a. N.) couP. $n.(€t)TYPE OF FNACruRE CY1JNDER wE ollT (Llrs) CTUNDER uNr wEor (Pcf) 28c 28c 28c 7=J9-90 8-9-90 8-9-90 8-9."90 78,500 6.00 6.00 6.00 6.00 28 28 28 28 28 28 28 28 2780 con/ shear DESrc STR€NGIH 3000 P$ o 2a 0 'rs I|Jls SY lrnflAlttllt rtFtlftoltl r'tf Dl Lrlrlo rrcf, fint Arnf: r!f, anu !!-tt(xri lrttl cls oDlt {EE tlorfD souf rno'trr^ll0tl ('l lltl3 llsl itt\)ftr uaY ]f Ptlovltx-D lr/ ollltxs' PROGRESS REPORT: coPrEs xillfi:"';'|I::.ffiil."cture; PCL Construction Services ; URS Consultants; B. Carr T. Laudick RELD OBSEFVER APPROVED Iry Chcn{lNorthenr,Inc REPORT OF CONCRETE TEST CYLINDER DATA r's A.,unw. tFofrcrrl| ro |^I rTs, If FmE AIt' ouiSfl.w\ rtt irmnn ln( stlnanrD at n[ c4rrno0.lw atraFlart or Gm ct[tfl ,ro amQf? lEf, tDi htir.a- 'ror.rft^|Tu.x's.corElt'tx1.l!oRfXrR{.fmo{f|.tp1.|A,'')|'(|quinc'.o.iti-;'.iii'[ni,rilrxouc-ounwlrlrrrrtll.iqurullD urltrsil on|t.l |ni^|qratxls rr|t ,4rtlr to It vJ{tlt c, ^ 'tirr .r *l i]ij]-|"-r or conFi,ri ro'i l|. csf,l IJA a/tro 'arhrlun t t gl'dr nn{ S.Ld|.l. Tn' T9UX OF VAI'L JoB No' 4 398 90 DATEr 6-20-90 Attn: Mr. Stan Berryrnan DALY REPORT NO. SHEEr 1 OF IP.0. Box 100 Vail. C0 81658_0100 ttwolcE No. PRqrEcr Additlon to Vall Transportation Center, VaiL, Colorado, PI.ACEMENT LOCATION:Level One, Footing at Line B, Grid L; BATCH TICKET NFORI/ATION: sUPruER Western MobiLe cu. m, 8TCKET NO. 3029 MH DEsIcN MI. A NUEARRryE) 2:50 P.M.TIME PlJcE, 2:45 P.M.nuE aAIEHg) TRUct( No. 100 2:06 P.M. FIELD TESNNG INFORMATION: ruE rEsI TAxtN 3:00PM 3LU!p3 3/4rN, NR coNrEHT6.0;wEr uNrr ufirctffl42,1 pcr. s/oIPLE TEIP.70o NR lorP.70o JOII SPEClflCrnOlts Stt up<_q tN. ArR Col,tTolT 4_ B I WAIER trrD@ AT 5m 2 caJr. Ror ru(* llME C'Y1-INOERS orSr 3:1.5 P.M.WHSE c sr On-Site C\IINOER INFORhtAIION: r'|o. oF c-Tt NDERS 4 rruHogR slzE 6rr x 12rt CURINC INFORMTION: lMruL CuRe 0n-Site RE19 sroRAcE 516;gngslnside Building Mtp./t{^x. o rElnue AT 11L 6-21-90 n IE srp1ppg, 6-21-90 By: B. Carr Ro&\nKs: AGE D\15 orE IESIE) T TAL LOAI) (r.06) DI^MfiER (|rcuEs)ATIFA(so. rN.) @uP. sTR. (Psr) TYPE OF nucruRE gItINDB WEJGHT (urs) CT1JND€R uNrr wEc|fi (Pcfl 7 28 28 28 6-27 -90 7- 18-90 7-18-90 7- 18-90 86 ,5 00 lt I17,0..0.0 111r500 119r500 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28,28 30.60 4L40. 3950 4230- conlshear con/shear con/spllt con/shear oEstcN SIRElrGm 5000 Psr o 26 Dts rEnt Bt t^lplt^rc|rl .fRs lln. ant N rc.lmo4lcq vfirr rriPr |:|rrf Altu v[llxtm lrrllEl onfxltl5{ }oIfD sorat lNau ullofl ()|l ll|6 ttgt fitr!flt r|AY tf Pttgvltx,o |tf olllt lt' PROCRESS REPORT:Sanple taken from point of di'scharge into forms.. .riDlrie Michael Barber Architecture; fuiderson G Hastings; PCL Constnrction Services ; URS Consultants; B. Carr T. Laudick RELD Ot]sEfryER APPRO\ED gT (, ChcndrNorthenr,Inc O TOWN Attn: P.0. Vai 1 PRO]ECT OI.' VAI L Mr. Stan Berryman Box 100 c0 81658-0100 Addition to Vail Trnns REPORT OF CONCRETE TEST CYLINDER DATA 'a.trrll'iZ lrtlF-. n.d S.l-,t1. DATE: 6-27-90 SHEET 1 OF JO8 NO.4 398 90 DAILY REPOT{T NO. INVOICE NO. rtation Center Vai 1. Colorado. Leve 1 26, 1, Footers Lines 8.9-28, Lines 8.2-.I5.3, 8.2, Lines 15-15.3t Lines B.9-29; Lines 8.9 I]ATCH TIGKET INFORI/ATION: SUPFJER Western Mobi le mucK No. 114 8:36 A.M. rlCKEI l'ro. 010611 MX DEslcN llo. A cu. rD. 8 nuE lffrniED 9:'00 A.M. TIME PucED 9:10 A,M, FIEU) TESIING INFORMATION: TIIJE TEr r Ktr.t 9:25AM 3LuMp 3k AIR colm-116.2 ; wEr UNn wecur 1-45. 1 p"t.sAIPLE tElrt'. 680 ,tn rEtlr' 70o Gol. n n ru(SAR CoNIU\rr4 - I I WArER AITDED AT SIIE CYU,{OER INFORI'ATION: lO. oF G1|JNOC'IS 4 fn tloFR stzr 6rr x -l2tr 9:40 A,M. v/ttEnE c^rr On-Sitc CURI\G INFORIr/ATION: Nr|!t. cuRE 0n-Site Ranl sToflAcE FAcrwEs Cure Box MtN./rtac o/\rEn]rE AT l 16-28-90 uAlE SIRIPP@ 6-28-90 Bl: B' carr REI.^RK! confshear con/shear con/shear con,/shear 5950 4480 4490 4600 28.28 28.28 28.28 28.28 6.00 6. 00 6.00 6. 00 7-4-90 7-2s-90 7-2s-90 7-25-90 L11,50O 126,000 r27 ,OOO 130,000 3000 Psr o zo nAE rEts l't ulxn tolrt .rfn:rtoll. ^'|t raf,(ntaar:q Yvtlrt ^Ffin fif a<lu -vt-rlnl,|i lru l33 on[BlYEf tloltD SoraE $ounrltnfl or rirriltst'rurnt rreY n: Ptt(tllxD rr olluts' B. Carr T. Laudick RELD OI'SERryER APPRO\ED I'f corcs ffi:il:,, PCL Constnrction URS Consultants; ljt!t:ilA|'|oEGrft0.lrr[s.nrnnEr,{'o|t|*lt.vrr",tlnr7$f|'|isl'r$TrfoAsn|rforfx'|!1r|..l'rrf{n'Yoro|,nct,tl,|Did.orn^ttl|''.'s.cnrtlt|!if'rso'Jxt!|cts't|f|{.n4or,'Dlrno.,.".,.o,iii.rs'.iii.;,trl',iri}rr,orr'c-ovr corrpur 1r ut{a:I3 on|tt ,narr€oruns rtt' r'atlD m ||l lRllulc. t hn' !. u-l irfrl-lc'-+ .f .on!.it- a.ri |l. cr.CllJA a/90 Barber Architecture ; I Hastings; Servi ces ; 7 ChcneNorthern.lnc t o Cqr{ftf l4h..r ti Sd-r.H. REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS To: '19q1" oF vArL JoB No.4 sgg 90. DArE 6-27-90Attn: Mr. Stan Berrymanp.0. Box 100 DALY REPORT NO. sHEEr 2 OF 2 Vail CO 81658-0100 tNlptCE No. PR(UECf A4dition to Vail Transportation Center, Vai1, CoLorado. Wes ternjl18-uoile SfEFEAfDtB StIJllP 5rr-5 r r Ls LD. A rn owt}{r 42-gg AAENT TEIPERAIURE R^}ICE gooF. Max. lEst l*).Tn c|(t{r rEXET Mt 1lt5 EATCr€) IIUE lRm/E) rlv€ sAltPt-@ REl\,Ourlpll @UIIIB EOO{ REVIXT'TFI,Ic{xrNrB @IIPIETIOfl CUAC YAG.ilD/ ct Ut llIIt/E UAIER ADOE) o^llq,as 1 6 't L4 74 100 1L4 106 48 LL4 0106L1 oLo6L2 010613 010616 01,0617 0106s 1 010653 8:36 AM 9:04 AM 9:54 AM 10:38AM l.1 : 52AM L2:,2OPM 2:28 PM 9:00 AIt 9:20 AM L0:20 AM lL:10 AM 12:L0 PM L2:,32 PM 2:38 PM 9:25 AIvl L0:35AM 12:38PM As. Req As.Req. As. Req. As, Req As. Req As. Req 8 L6 24 32 .+u 48 53 fi p a g I a lE;rtr.sLrJl?(Dr)Ano(tflErfi(r) ET UilfTftrHr (Pcf)YIA.D @rrnElE TE'P€. RANNE cn Rgrffu(s 1 4 5 6 7 3\ 54 2k q?145 .3 68 69 68 70 No test requested Slunp only required by contractor No test requested Load rejected by contractor No test requested PRg;RES S lunl S REFOR t 2 3/8tl T TK Weste 48 retu: rn Mobi rned to le QC ac site lded G a wate :45 P.M. Western Mobile QCf, load was accepted. Gpt,lES Michael Barber Architecturcl Anderson G l lastings; PCL Construction Servlces'; URs, Consultants; B. Carr T. Laudick REU) OASEftlER APPROVED BY tt A |rnl. fFncl!| D cuDlt1l, r'f lff IO otllltlrti,U- rtt('tE A|lf f i'T'fD At nf @t'llltxru PFoPf'ltY Of (lf Cllxta {O Am'mttD' toi |tlt'EA- rflr G sTlrrrrttrr' qxrrro! G rrrirct! rrdr r ifc..u.a q'r norcfr-c-iffro'roiic-c6 wrml lrr*ra- 34ltl4t ru" E r([D f rtll lElrl€ 13 or'trrD t ltl g|'ll r |r:raxll If nID D ttn r'r'tt, - r.[XtX-lr,r I ...rr.r f.r. fft. GI:l l{ 4/tO Chen€Nortlrcrn.lnc.o Co.rfu.tf [ttdh-r ri S.La.t REPORT OF FIELD NUCLEAR DENSITY TESTING rs A |.tnrrL FdttcID{ ro clft{It nr nrf,.E |ro nrtrr. Et a! fft(trrt xrt $| irTl?D At n( corDfxruL FnctrTt or q-i crfM:l ,ro rttT}GI IDI tDi ttrtE -m o. sr^Itrrxnl oorcu.lro.rt orr rrtucrt rrrn m ftc^ ri€ ir.r rl"qin-c rsann-o Ff ri€ o..n rrlrol rr?ttgvA- !\r''u:t tt'l E D.$ru tr ,,.rll rE lr€ d oc.tt.tlE t ,r"El gr}ll ,,ri.IDrxI| tI |.EM N llnnro, ^ ,rrr.- r r.[XiF-l r.r , ...rrc,r. rr't &. C|Il07 a/a(t TO, ,o* oF vArL JOB NO.4 398 90 DATE: 6/29/9A Attn: Mr. Stan Bertyrnan gAtLy REpOFT NO. 14 SHEE;2 0F 6P.0. Box 100 Vail CO 81658-0100 IIIVOICE NO. PROTEC1 Adclition to Vail Transportation Center, Vai1, Colorado SPECInCAT|ON COUP CTtOIt & MATER|IL MINIMUM REQUIRED IN-PI-ACE DB.ISTTY 98 U AS DEIERMINED FY; ASTM DI557 coNSfRUcItoN CoNTMCIoR: B&B Excavatlng TEsr LocA'IloNs wERE sn FCTED sy. field tech. TY?E A}ID NUMBER TY?E AND NUMBER MFIHOO OF ADDING OF EARTH MOVING UNTTS OF COMPACTION UNTTS MotsIURE natural aa ae 1 2 hoer 1 bobcat rHlcKNEss dual wheel roLlers NUMBER oF OF UFT PASSES r€Qo I€Qr LOCAION DEPTH OR ELEVATION (FEEr) LAAORATOF|,RELD PERCO{T OF(RarT|!E/ r{Nru(x)oorl|gl SOL T'TPE IEJI NO.TINilMUM 0Fr DENSIIY (pcf) OPT|MUM MOEruRE CONTENT(x) DRY DENSTTY (pcr) MO|sTURE CONTENI (7) l-1 lIl I1l L2 L3 55. W. ot l',2.3 & 40r S. of A Lj-ne $lr of L?.3 &S. of A Ll.ne t 5t W. of 12.5 & 4Ot S' of, A Ll.ne 40f W. of L2.5 & 45r S. of A. Llne ,0r W. of 12.] &3rt S. of A Line ,551 40f 9.5r BB 9'5rBB 9.5tBB I I I 9l BBF B.5,BBI 140.0 140.O 140.0 140.0 14O.O 5.L 5.1 6.1 6.1 t 6.1 L7tr.5 tJ4.o L37.4 l-36.6 L34.5 6.3 6.4 5.8 5.0 6.1 95 96 9B 9B 96 sl. silty sandygravel tl tf tl A FUtl 1IME OBSERVATION tr P^J T IME OBSEFVATION Iis iT'oit Pitlbfllt (r't t! ftruIr At A nErLT of ouar oestn Armrl' of fll_ tttcflr€{t. rt tr4tt RnJm o+l r r co|frRaallo8 m oor{fDrr APnn}p ll{ trf-Cqara,|txD 6f|crtw t'rlrl Arao resrunf, m t|tl otr|nr€ ll|€ nual t)tft ctn oFrf wi !s lJoI dtstJMNO OPfi^nC{g. IESrS ^r!E l{ D( tr tllf fltt o|'Y ls Er-E'vtD xtaEtrrr ro cA-mA|f q-t o06tlnlrs JUOcu*,xL lEir o rA l8f t{,I ltf J(I.I uJat tul sfi rtts (ta wllfllltl lllE flll. utEnt TEcfraloat TltE ltt ctE R Dtt{s0IEER uEn{D oF TESnrG y^s tsEI) N $rtlst^l{ul lccoRo r|cE WIH ASIU 02902 lNo DJO17 PRE.JMIMTIT OBSER/ATIONS AI.ID/OR TEST RESULTS VERI]AIIY REPORTED TO: LES WOOd PROGRESS REPORT ThEplaced, Level I,botton of footlne above tests wereStairs 11, S, of Aexietine tunnel. performed on structural fill belngtlne 1O-12.5. Elevations taken fron c.ptFq Michael Barber Archile ctuae,--"* Attn: Mr. Scott Ward; PCL Constructlon Servlces, Attn; Mr. Dcnny Armour; Anderson fi tlastings 3llRS Conqrrltnnts Attn: Mr"- l.os ltloorl: Bill Cam Steven L. Paulak REU) OBSEFNER APPROYED B/ Chen€Nonhern.lnc,Cq|rr{t{ f,|gh-r .{ 5.lr* REPORT OF FIELD NUCLEAR DENSITY TESTING As A rrrrn.|l^! tiofcfDa ro clrxrt ltf ptnt rao q.ErllEL ,lt- tr.F[Ts rn( slfrrl'D Al ll( c(rrr)(xtut Pi('ttllY f dr a[xnl aD A.m(,ro/\tE { tI' arll:^- rDl (r srNoatrtl c(rgtr!(r6 m FxTrrcE rxrr m aec.ior]o ot nr<ndr mxrrto ptl|(,lo (lR rEflrx ,PPttg\rA- s lftf,l ru o( Da$ocrl 0r lf|tl rE rr,g al co.rtrnD t,|.cl o|ltt ,aa.r(f,tax|r l'LfiID lo & tnfiIo, ^ n-r.- ., rl(TiFlrt r d .c.r?o.{.. rdr ?|, CraElqtl a/ao TO, TOWN OF VArL JOB NO.4 398 90 oxe 6/29/90 Attn: Mr. Stan Berrynan DAtLy REpOF11 NO. 14 SHeEf 3 Op 6 P.0. Box 100Vail CO . 81658-0100 llWOlCE NO. PRGJECf Addj-tion to Vail Transportation Center, Vai1, Colorado sPECtncAnoN coupAcTtoH & UATER|AL MINIMUM REOUIRED IN-PLACE DENSIIY 98 T AS DEIERMINED FT:ASTI4 DI55? CONS1RUC1ON CONTpp'CIOR: B&B Excavatlngp5l LoCA'IlONs yERE SELESIED Ery; fleld tech. troe j I bobcatdual wheel rollersTY?E AI.ID NUMBER OF EARTH MOVING UNITS TYPE A}ID NUMBER OF COMPACTION UNTIS MEIHOD OF ADDING MOTSIURE naturr'.al 1 THTCKNESS OF UFT a8 reQr NUMBER OF p SSES aB reg.2 LOCATION DEPfi OR ELEVATION (FEE[) LABORATORT FIELD PENCEXT Of(mrTrv€/ uDolxt|)osflffD SOIL TYPE rr'>l NO.IIAXIMUM DRf DENSIIT (Dcf) OPTIMUM MOlsruRE CONTENT(;) DRT DENSN'T (p"r) MOISTT'RE CONTENT (7) r33 r4 I6 r6r 5I JOr W. ot 12.5 & 55r S. of A Llne eOf W. of l.2.3 &15t S. of A Llne 501 36. Wo of Lz.t &S. of A Li-ne l5r W. of 12.J &IOf S. of A Ll.ne L5t W. of 12.J & 1Of S. of A Line 8.5t BBF 8I BBF BBF BBF 7.5tBBF 7l 7l 140.0 140.0 r4o.o 140.0 r4o.o 6.r 5.1 5.1 5.1 5.r 156.8 L37.t L35.7 L35.5 r37.L 6rZ 5.8 6.0 6.4 6.6 98 9B 9B 96 9B sl. sllty sandygrav€l |l It l|tl |l E FULL TIME OBSEftT/ATION I] PART TIME OBSERVATION llrt ttDGf Pierr.xllt o rrlr mn{D at A R6lrLl oF ar dEflrr^fiftr (r ntt Ptrf,at fxT. ltt la\t FflfD dl n|r o6lri cfrofi To o('ll]uc refLll€ rHr i[En rtxDtll cor|rfi|vr EFTffT ^|to taoErif Ttt t|tt Da.,itl|(t rr nutl! r}rx (l.n oErGxt/Tn E Nor oEllvlto (fflralnS. lt.snt ,af l De f nr'| Ffl $|.Y ls EI1/iD ||tEES,.ir rc CAInATLO' (x6tll,txlt JttrOttat{t. lfsl O^n rE }5I r}f, qI A^Ir rm of}{o.{l oll ur|m|fn nlE rlrl u€En! lPfcfr^nol6' T€ NUCTE R DOTSOUE|ER UEIHq) OF TESIII{C W S IJSED lN St DSIA'OUL /^CCOnD$rcE Wm ASIU D29c2 Al0 03017 PRELjMIM,RT OBSERVAIONS Al.tDlOR TESr RESULTS VERBAT"LY REPORTED TO: Lee $',ood PROGRESS REPORT ,r,\F,..,. Michael Barber ArchitectuJc,uurlD nttn: Mr. Scott ward: PCL Construction Services, Attn: Mr, Dcnny Armour; Ancle rson [i llastings; llRS Cnrtsrrltrnts. Atfn: Mr.- I.os lrrood: BIII 0am Steven L. Pawlak FIELD OBSERVER APPROVED FT Chen€Northern.lnc.o C.d/|!|f trfr-. -ta SaLt{- REPORT OF FIELD NUCLEAR DENSIfi TESTING AS A rlrnx( Fr|fcrEl it ctfiatt Df FlnE l}o ctltflr/c! al Ei qrll ||rf, lrFunrD a! rrf cofDfxrul PllolftTr (r crt al€'{Ilr A}o r!4}m,^tDl r.[ ?in r^- tb.t (r sr^rfrtxnl oo.turt +rt oR Fxtn crr rno.f oR R€q^fir.|c o|,a mxrnjE' nrsrnfI| PI}|or€ d.a rErrllr lPPll,ra- s^lrl-t:l rrl E DonrD f ltlrl lEllt{r ll coartr|lD t a-E gllrt ,ararutxTl li ,ftID m H rllnrIl ^ rt*ra- d rlfXiX-lr..r .r ...irqr- F6n tlo, OrEltl a/ao Tot To* oF VArL JoB No.4 598 e0 DATE 6/29/90 Attn: Mr. Stan Berryrnan DALy REpORT NO. 14 SHEET 4OFgP.O. Box 100 Vai 1 C0 8165 8-0100 II.{VOICE NO. PRGTECy Addition to Vail Transportation Center, Vai1, Colorado sPEclnc^Troil coLp^cnoN r MATERT L MINIMUM REQUIRED IN-PI.ACE DENSTTT 98 X AS DETERMINED Ff: AS1I"' D1557 CONSIRUgnON CoNTMCIoR: B&B Excavatingp5l LoCATIONS WERE Strt FCTED Bf: fleld tech. TY?E A}ID NUMBER OF EARIH MOVING UNITS TYPE AI'ID NUMBER OF COMPACTION UNTTS MEIHOD OF ADDTNG MOTSTURE natural hoe, I bobcat THlcKNEss oF UFT aa leer dual uheel rollers NUMBER oF pAssEs a6 reqr I 2 LOCATION DEPTH OR +EVANON (FEEr) LAAOMTORT FIELD PEXC€}IT OF(mrr|!t/ uNflt {x) oamGl) SOIL T'/PE lE)l NO.TINflMUM DTY DENS]rIY (Dcf) OPnMUM MOISruRE CONTENT(z) DFf DENSTTT (Pcr) MOlsruRE CON1ENT(r') L7 rB 19 L9t 20 46f W. of I2.] &llot S. of A Llne 25t ttrl. of 12.3 & 30r S. of A tlne 5Ot W. of 12.5 & 59. S. of A Lj-no 5Or W. ot 12rJ & 55t S. of A Line l0r W. of l-z.J & 30r S. of A Line 5I BBF 5I BBF 4' BBF 4I BBF 4 r 6,rr EII r4o.o 14O.0 I40.0 140.0 14O.O 5.1 6.1 5.L 5.L 6.1 137,2 L37.9 L35.8 L37.4 l-36.9 5.1 6.0 5.9 6.0 5.8 9B 98 9? 9B 9B sl. sllty 6andYgravel tf rlt tftt tr FULL IIME OBSERI/ATION D PART T]ME OBSERVATION ni1l |tFfiI PiEr|fnt cfi0.t nxr{! at l nsrlT oF cln ogcttrr Txr6 or mI Pttafllo|jr. wf, l{ \fi FfI lrD otl IltE c('llR/cloft m co,rmf, rPrt $ nt ifcoa,talrruD aar!rcl|\,f ltrutT rx9' uqlitt nt Io ntl D.fitp lltt IutS rr''t or,l ahFFwrr t5 tol rEtlvlr€ efi^lxt.s. ltJ:fs fif llfD€ s D|f, trl attYa rl-EyrD fltcestrft To qILnf,Alf q,G oo6Ei\'trs .tuilctrtxl. iI5ir oAl^ ,.n! rrrr llf !a,t e^rtlt rqt o?n{ro.rlt q{ urm|t-R nlE mr rEEnt lPtcr'rarn6' llE f{ucr,I^8 DEl.tsott|Ela UEIHq) of lEsnNC W S r,lSED tN grtrst filu|- ,cconD NCE WIIH ASIII D2se2 AND INn1T PRzuMtMfTr OESER|/ATIONS AI.|D/OR TESr RESULTS \fERBAtrY REPORIED TO: Les WOod PROGRESS REPORT ^nortre Michael Rarber Architecture,--"* nttn: Mr. Scott Ward; PCL Constrr.rction Services, Attn: Mr. Denny Arrnorrr; Anderson 6 llastings; llRS Cnnqrrl trrrf s Af f n' Mr I-os lirnnd' RIII Carr Steven L. Pawlak RELD OBSffi1/ER APPROVED SY Clrcn€Nonhern.lnc.Cdrffht frC|rr. -a Sd-i- REPORT OF FIELD NUCLEAR DENSITY TESTING ls A )ur ( pio|trctr||l n qfl l}( prr|t.t llo o|;'rrrrEr ar RtFrfit xlt 3rlrrr[D Alt lrr oorrrxlr^t FiaTY 6 q.f CLIIIL [O IrXrUrrDl Fn Artr -nq{ cr st^ifi|rxTl coqlrt6 ci rrrr,Grr tndr oR F€q.nofc o(n fln(Irl!-E ttEI'n,II| Po|tnn (ln iFrrDr ,|,'"iora- grftEl vu E FFoat 6 ,ttal fElll ll oortrnD ur.|): of}u r lr[)axl! ,f, ,aitlD Io n rttnrn A ,ri.!t- d tfffi-"lrlr , ...rpo.'te Frnr b q-l(t^ VrO ro: JOB NO.4 398 eo DNrc 6/29/90TOWN OF VAIL Attn: Mr. Stan Berryman DALy REpORT NO. f4 SHEE1S 0F 6P.0. Box 100 Vail C0 81658-0100 lNVOlcE NO. PRqrECf Addition to Vail Transportation Center, Vai1, Colorado SPECmCATION COyPACTION t IIATER| L MINIMuM REQuIRED IN-PI,AcE DENsTrr 98 x As DEIERMINED sf: ASTM D1557 CONSIRUCTION CoNTMCIOR: B&B EYcavating TESr LoCATloNs WERE SELECIED Bf: field tech TYPE AND NUMBER OF EARTH MOVING UNTTS TY?E A}ID NUMBER OF COMPACTION UNTS METHoD oF ADDtNc MotsruRE natural aa a8t I dozer-blade hyster roller THICKNE5S OF UFT NUMBER OF PASSES fBQr rAQr LOCAT]ON DEPIH OR ELEVATION (FEEr) LABOR^TOFY FIELD PERCENT tr(f,armv |rNfllrx) ottT tfD SOIL TY?E tE)l NO.[IA(MUM DFT' DENSTTT (Dcf) omMuu MOlsruRE CON1ENT(7) DTY DENSTTY (pcr) MOISTURE CONTENT(x) 2L 2L 5f W. ot B/I 6t W. ot B/L BBF BBF 2. 2l 140.0 14O.0 5.1 6.1 L13,2 L5?.? 9.9 6.5 95 98 sl. el-lty 6andYgravel EI rull IME OBSERVATION tr PART NME OBSEM/ATION IllS ntFollT Pieftfit ('rfint ttRrct At A RtstJLT or auf oo6tlt/ mflS of mf PLrCfirfM. lE lrrrrf fflltD C{ fllt O fiiafiOr lO Ooflxi.f, tPft}l€ trf itDor.o|.DeD couPfdtfit trTrrT |r.!| tm.snit to mt a.lEr€ DE nsE ft't q-r aEi€rt\,In 6 }|or oEfn rJo gri fr" rf:5ts , f laD€ 9f r!! f.L otY es |ano ttiirirr rc-dllflAtadr qEtrvlr.:t .tuoctl.fxr. iEjf oAf ,ft. -tpr nE iit ErslE Foi (pr,oots ot{ r|rr€llltx lrl€ ,1r vtlnt rtutE^rprl* IH€ NUCI.EAR OElts{rrHEn UEII{D OF IESI!|C X S t6ED tN St 6t XIIAL TCCOfiO^I|CE WIIH ASIU D29e2 At{D INXrt 7 PREUMII{ART OBSER/ATIONS Ar.rDlOR TEST RESULTS VERMLLY REPORTED TO: Les WoOd above tests/1. for new levej. #2.$ISEFElffi5 *'"3t"exlstl.ng slab grade were perfomedparklng ranp. on atructural fill bein6 Elevati-on taken fron .:nptE\ Michael Barber Architectule,--"- Attn: Mr. Scott Ward; PCL Constrrrction Servlces, nttn: Mr. Denny Armour; Anderson & Hastings; llRS Cnnsrrl tants Af tn : Nl.r. Los $Ioorl: Ril-I Carr Steven L. Pawlak RELD OBSERI/ER APPRCryED Ff Chen€Norl.hern,lnc Ordha artlt-r -{ S.,.,|tlL REPORT OF REINFORCING STEEL OBSERVATION ,r A ||rfll||. ?rnfdEa rD arrxll Dr nl.t ,ro arrrtw!' flr ilFoilt rlf ttfTrrD tr llf oo'uxn|t FiF Y t dr cuxll ro ,|,nw I{ t{l Plnr^- r.'r o. stlrrrr'xrr, (Drsrlrrro qt rrlti^ctt nfl or if,o^ernr ol rrqn-s-iGinlo'-ldori-irr-rttttol ^r"it rr- 3AlrPu:t iu r E &D 6 ,'rrr tEmF 6 oofuttD uirrl. ottlt lrlwq[x|! llf .|!|IlD lo tl tfill(t e 'otr cr *.ljTiil-]ru .. ..-rarr f'i '|n. cLlll a/fo TO: TOWN Attn: P.O. Vai 1 PR(}'ECT OF VAIL Mr. Stan Berryman Box 100co 81658-0100 Addition to Vall Transportation Center, JOB NO. 4 398 90 DATE 6/29/90 OAJLY REPORT NO. .14 SHEET 6 OF rr.rvolcE No. Vai1, Coloraqo '-'.------'-------.----.- s|RUCruRE LGAIXH tlf\r ltoN RO{rORCOlCl CSAE{TS !ffinc L HOfUZOa{T L New Wall LlLs.7-r4 85.0-100 #4 78 o/e #4 @ 78ttof c o/c 7/2tl Thread ht, 16 '16 A1I. 2 $6 Bbttorn 2 #6 ToD spEcrftc lxns: srEL cf, Ir€! 60 E n rns useo RElfTnCTNO ctE|l|[SEsI! clean E goe DR lI]lcs usflt cLl ftulcE ^}lo co/ER As Specifie6 El coflmrcloR xntsEo spucue spEcEE TFrn: As Required E nru.-nue oosEnvAroN $R srf,Fofis: rI"€ El prrr-nue ocertvAnoil Ftl6lt |I'FIJCE OO|IPiANCEHsc'r ffiffi ffiffi5K *.-ffi,- . E(^Tfi€D RE-O(^$ ED X PROGRESS REPORT Reinforcing plans and specifications, placed in general confonnance with projectsteel was Michael Barb.et Architectute, COPIES Attn: Mr. Scott Ward; PCL Constnrction ServiceS' Attni lt'lr. Denny Annour; Anderson & Itastings; llRS Consultants. nttn: Mx.le-1-l!ao-d.;- B. Carr S.L. Paw1ak RE.D OSE$WER APPROJED Ff Chen€Northern.lrrc.a I contdurlg trl!l'i.-. ch<t 3.1-'U.L - REPORT OF CONSTRUCTION ACTIVITIES AS A qrnr.t TmItElIrf ro qrxnl lrt R;r Ar{| o|J|tIlvf!. at lfF(rnr |rf :I-|'grrD ar n[ co|'rf,rfir,f Pit{rtY (t ql cr.fxla }o A'tr(,il rrn Ftt n,l ra- rn| d. sTlrfxrs co.rurF€ qi rj<ni,.r'riljii oa rtrrn*q dnr ntpq'rs-J-lii:srn- ttnotiro irn rnmr'rrtaove- s ltl,-8 iru E o6FcrD t lml lunlo 6 o(rlllflllt rrusi orlll ,J' r€txxTs x|E raErrl to N rB|ltaq ^ ':ri- d * [Tr]ii-l c-" .. .dnF.{- frrrr x.. Cr|tlqr^ 'Yx TO: T0wN oF vArL JOB No. 4 598 90 DAIE: .6/30/90 Attn: lt'lr. Stan Berryman DAILY REpOFff NO. 15 SHEEr lOF 5P.0. Box 100 Vail CO 81658-0100 llWOlCE NO. PRqrECf Addition to VaiL TransPortation Center, Vai1, Colorado wE THER coNDmo1s AltD TEMpERATRE cleax to partly cloudyl fots CONIRACTORS CONSTRUfiON ACIMIIES PERSONNN.: IA'OR EOUIPMENT: ACIMNES: CHg,I-NORfiERN'Splacenent for srIE ASTMTIE5 Full-tlne nerir parking ramp at obgervation and extBtj.ng walI on teeting of f1ll Grld I A1 to 82 L1ne. \ERB,AL COMMUNICATION WITH CONTMCTOR, ENGINEER, ARCHMCT. OWNER coPrEs Xtilf'*11'B::,t'ft1*:cture' PCL Constructi'on Services, Attn: Mr. Denny Annour: Anderson G llastings:' URS Consultants, nttn: l"lT. Les Woo(l ; 8111 Carr Steven L. Paw1ak FIEI.O OBSER\ER APPRO/ED BY To: ----- JoB No.4 s98 90 DATE 6/50/9ATOIVTI OF VAILAttn: Mr. Stan Berryman DALy REpORT NO. 15 SHEE1 a Of 5P.O. Box 100 VaiL C0 81658-0100 ltWOlCE NO. PRqJECT Addition to Vail Transportation Center, Vail, Col.orado SPEC]nC TIOH CotrpAgnolt & UATERLAL MINIUUM REQUIRED IN-PIACE DS{STTY 98 jr AS DEIERMINED FY: AS1M DT'57 CONS'IRUCnON CoNTMCIoR: R&B Excavatin6p5l LoCAnONs wERE SELEcTED gf; fj-eld tech. TY?E AI.ID NUMBER TYPE AI'IO NUMBER MEIHOD OF ADDING OF EARTH MOVING UNTIS OF COMPAC'IION UNTTS I't MOISTURE natural ' I front loader, 1DJ rHlcKNEssdual wheel; I-junp-NTJMBER oF6lggtt*FBgl." jack OF UFT PASSES fOQo FBQo AE AB LOCATION DEPTH OR ELEVATION (FEEr) LAAORATOFT NELD PERCEXT OF(ftr^rnc/ rJD$AX) oaTA!,fD SOIL Tl?E ItSl NO.[tN(|MUM DRY DS{SnY(pcf) OFnMUM MOISTURE CONIENI(7) DFT DENSTTY (P"f) MOISTURE CONTENT (u) ?2 ?3 24 25 ?6 lLr W' of crid I @ Llne 81 6r 1|J. of Grj.d I @ 81.5 JOt W. of Grid I @81 a8r W. of Grid I @42 4Or liv. of Grid 1 @ 42.5 7' BBF 5I BBF 5 ' BBIi 5t ggtr' 4I BBtr L36,O 1J5.o 1J5.0 156.0 LJ5,0 1.9 5.9 5.9 5.9 5.9 L33.6 L33.7 154.t 134.0 133,4 5.Q )oo 5.5 5.7 5.3 9B 98 99 99 98 sl. silty sandygravel lt fr RJII TIME OBSEFVATION tr PART TIME OBSEFMATION n(l tffitl Pm*xlt 0P n6 tltrrd, ar A nf,:lf,T f o[n o36ttt^rrr6 (r inr Ar.rl.fx'. rt lrvf lfil€D otl I||€ o(tt]|tlctoi m ooM}{lf, lFfLta€ fif rfDqo€aotD ooptcrw oTctc l)ao uGiru'if Io nt! Dum€ r E ttur! wlirx cin (Erfnltr^ ts trot (Krrt€ (Flr^rnS, rcsrs li€ tr D€ r rHf, ntl o(Y As rl.f\tD .c.<3rf,t To c&El^rf, q./i oocrJirylt.:i iuo*}.txr. tE5:r o,rtr r,at rr.n Il[ nt asl! rui (rtNo6 c{ *ll(nEx Dlf nLl. ult tPrort noa. fi€ r.uCtE R DEltSOrlEIEn l.Eftfn Of IETlllC w S Us@ lN SUnSIAlfiUL ,tcCoffI t{CE WIIH ASIU D2992 At'lD AlOl7 PREUMIMFT OBSERI/ATIONS N{OloR TESI RESULTS VERBAIIY REPORTED TO: 1ss 1yeq4 "rhe above. tests were perforned on etructural f111 beingPRoGRESS REPoRT iricea roi' neri-pirr.i"! ra"np at exiiiini Gli ot-c"ia r.Levation taken fron slab-on-grade leveIs 2 and 3. n.,DrFe Michael Barber Archi tecture,--' '- Attn: Mr. Scott Wfl."rd: PCL Constnrction Services, Attn: lnlr. De nny Annour; Anderson €r llastings;llllS Consrrl t:rnf s Attn' lr,lr Loc llrnorl' Bill Carr Steven L. Paw1ak FIELD OBSEXT/ER APPROVED SY Ca.rjtt { Itfh... -i lffi REPORT OF FIELD NUCLEAR DENSITY TESTING Al A ||,nUa fttfgrDr lo ctfxtl llf Ftfr ^rll (rJittlvet al Ffrrrrlf rrc lllarnD rs n{ co.'Dt){Ir l PnallTY (r dr ct|€,{n! l}O Arr}E[I.(rDl lrt tllt.r: -tb.r c sl^irrfxxi oo|tu,tD..r d rnrrcri rnm m neqrntio-cr.n rrtrm-a isf'rrl!| F(Jt(|r (I,n r|lTtDr lPPiot/a s^l?r,m.l sE DqFc! 0f Frol [:tD.o 6 oor.aSID r,r.ct o|Ha l,*r{rrxl| l,f lciIID Io u tt{Dr.o. A n .r.- d -[FiF-lc..r .. o..rt .tt- r-r ir. cu€ldt ar,tO Chen€Nortlrcrn.lnc C..r..dha frgfi-r -ra sffi REPORT OF FIELD NUCLEAR DENS]TY TESTING To: ----- JoB No.4 3e8 e0 DATE 6/30/90 TOWN OF VAIL Attn: Mr. Stan Berryrnan DAtLy REpORT HO. 15 SHEE1 3 OFP.O. Box 100 Vail. CO 81658-0100 ltWOlCE NO. PROTECr Addition to Vail Transportation Ccntcr, Vail, Colorado sPEClnc TtoN coup^cnoN & UATER|IL MtNtMuM REouTRED rN-pLAcE DENsrry 98 r As DETBMNED F/: Asrl"{ D1557 CON5,IRUg1ON CONTMCT9R: B&B ExcavatingpsT LOCATISNS WERE Sn FgrED g../. fleld tech. T\?E A}.ID NUMBER TYPE AND NUMBER METHOD OF ADDTNG oF E^fffi MoVtNc uNns 1 front loader, oF coMpAcTtoN uNns _l dual wheel, I MosruRE narurar 1$tfi81r8hAgl 1-Df THEKNESS Junryruuuaen or JacK OF UFT PASSES rGQr reql. a5 as LOCATION DEPTH OR ELEVAIION (FEEr) LABOR^TOFT NELD PERCO{T OF (Rtr-ATI\€/ r/uJ(!{rt) osr [.ED SOIL TY?E IEJI NO.[IN(|MUM oRr DENS.trY (pcf) OPnMUM MOISTURE CONTENT(z) DRY DENSITT hcr) MOISTURE CONTENT(t) 27 ?7t 2B 29 ,o 43f 1il. of Grid I @At 43t W. of Grid I @A1 221 W. of Grid I @B 40.r W. of G::id I @ AL.' 4Of lry. of Grld I @ TQ.5 5f BBr 5t ner BF 2I BBF 2I BBF 136.o 135.0 1J6.0 L36.O 136.o 5.9 5.9 5.9 5.9 .5.9 t32.2 L33.6 L5r.O L33.4 134,O 5,1+ 5.0 6tC 6.8 6.7 97 98 99 98 99 sl. s1lty sandygravel |lIt It U FULL TIME oBSEFUAIIoN n PART TIME oBsERl/ATIoN lltrs llloit Fifl'{l! oPfixnt frrfD rs A rct[T of dn cErstrv tnt|! (r ntl pt.cfir€]ft tt ]r t/f Rflrm o|| nrt c0lrR^clofl lo (,ffil'|rf, /rP"LrTE T}fit@anort€D cdr|lcn€ oTt T rr{o tftr5n ra I(t lt urEr{(, t|r nwJ tti:}| oatr (Eco!\/tr !s iloT (ntf,tvlr€ eftulx}al, rfsfll r f uo€ F l}I f|tt ow /rs xLEvID )ltct<arit lo cJtmAlE qt (trEfjllyEr: .ru{roo.osT. rE tr IA /t^f t{n [ xlr ! sd rln corxt|:s o,l tt{fl}tx rf fltt Ltrllt *fcnE^llot4 IHE rclE R DelsOUEIER UEI]ID Of IESIltrtC UAS uSED tN St 0Sr ]flrA|. TCCORII NCE WIIH ASIX D2992 A]lO INXtl7 PRzuMIMFf OBSEF/ATIoNS Al.lDlOR TESr RESULTS VERBAU-Y REPORTED TO: 1ss lyeed PROGRESS REPORT coP,Es xi:*"'"r*;.lTll::.'"'.,pCL Construction Servlces, Attnl Mr, DennyArmour; Anderson fr llastings; IIRS Consul trnts Atf n I M1' I.es trVno.l : BilI Carr Steven L. Pawlak RE-D OBSEITVER APPRWED F/ ,s A wns( pm|tctrr. D ctfiatr. l]f pr,|tE go cr.Rra\r/e!( al nt (fft ,|f Sn rr?D ls If cocrl]m.t Fi(tnlfr tr qrl cl|({IL rro ,rniz rbl r6 nrttl- m,r 6 st^rtlafxrl coa.ltto|t m rrn crt arcl ff Rfl^ior€ ir,n ffqr!| E it:rfxlt.o pf]mn (IJR t[nDt tfFi(xa- s^lftcl ru E ooFqED (f ,flll IE Dre l'oo.rtII|D ura^Er oflll l|rut {)axr| l,E ,ftIt to N t[lstc. ^ 'lrn - d rt lfriFlc..r , .6Fi.. F.rr" b Cr|flo7 4/aO Chen€Nonhern.lnc Cmr&f ttdn-r -i S.l-a- REPORT OF FIELD NUCLEAR DENSIfi TESTING ,s a rlrult- tprrE|rrt rc qfrart f]f RrI-t lro uftlfLvE al F totTr frtt lrF,fiT7r' N nr ca rromrt PE{rfi f qt cttxE rto atDm^rE|{ tli rul-E - nqr .r, srlrfrftxnl oo,€ulo6 oR rxrar,cfr trfl m REEMorp orr rrsfr's-tiii^i;D' rriiio-o'n -rrrnor ^PPio,a- sll'l-Ei m lr Dl$["o f 'flrl lElrl€ 6 o(YtfnD ura,an ofill tfvcraxn lf, ,aiIID m |ra lrE r*\ ^ rwrt- ., -@-".t ...rwr- rr to. q|€lct a/to .-. romr oF VArL JoB No.4 398 90 DAIET 6/30/90 Attnr Mr. Stan Berryman OALy REpORT NO. L5 566E1 4 Of P.0. Box 100 Vail CO 81658-0100 ltwOlcE No. PRGJECr Addition to Vail TransPortation Center, Vai1, Colorado SPECIRCATION COtIp CTION & I|ATERT L MTNIMUM REQUIRED IN-PIJACE DENS]IIY 98 T AS DEIERMINED BY: CONSIRUCNON CONTRAGIoR: B&B Excavating TEST LOCATIONS WERE SEfCTED FY: fiE}d tECh. ASTM D1557 THICKNESS OF UFT NUMEER OF PASSESI steel wheel oF EARTH MovlNc uNns_-f--ffpnqf6?der1 .I-DJ ;; ;;;;*;;"*:1 DuaI $rheels I jumP- "",#i*r-'i"tiirlltacXr I front loaderp T\?E A}.ID NUMBER TIPE AI.{D NUMBER MEIHOD OF ADDING AE rBQr f€Qraa LOCATION DEPIH OR ELEVANON (FEEr) LABORATOFNT REt-D SOIL TT?E t5l NO.I,|AXIMUM DtrY DENS.[IY(ocf) OFnMUM MOISTURE CONIENI(z) qKr DENSTIT (Pcr) MOISTURE CONTENT(z) PBCEXI f (RgITllEilrax||{x) osr DfD 5L 32 32, 3' 54 l42r \ry. l" u :44'!w l@8.5[ 44r l', l@8.5l50r14I l@BII l8r u,l@81. I of Grid I . of Grid l . of Grid l . of Grld J . of Grid l , 2I BBF 2I BBF 2I BBF 2I BBF 2I BBtr' 136.O 136.o u6.0 136.0 u6.o 5.9 5.9 5,9 5.9 5.9 l]4.t Lt?.O I33.8 tt3.4 r]4.0 6.0 6.2 6.6 6.2 6.r 99 97 98 9B 99 sl. sllty sandy graveJ- tl rl R FUtl TIME OBSESVATION D PART T1ME OBSERI/ATION tlls IEFflT PitfxF (pt{r|rr fl'ro lt A ndJLT tr dri Gtw rrr|t of ntr Pucfrot,I. rt lt^\/f lflltD -otlJtlt c(|rltlctoi nt oolltDlt't lF?tnxl ]l{ xf,Epraoxo atrrrrsrrw ttrrlT lro ra6ru\f rr rtrr crroxc nr rr-" rt"x'6iir'irnfrt-l- rs-lat !!+lYryg€€lr ru|l rtSfs rnE u D€ c n!:-!!-o1Y ls rttfirD lrfoEsl' kr ro c L:r rE qlR ffivurs .rqr{r.-r.r. nsr oen lil6'iiG-ifr, ario-rm anxns trl w}tEnrx rxE I lrtEE gEcfr no6' fi€ lnrctE R D€tts{ilElEn UElttX' Of IESnNC u S LSED tN STESIA{IUL 'CCOfiUrrc-E wrtH ASIU D2902 Al{D DJO17 PREUMIM,RT OBSERI/ATIONS AJ.ID/OR TEST RESULTS \ERBALLY REPORTED TO: LES WOOd PROGRESS REPOFT coPrEs xilli""rt;.t";H::cture, PCL Constmction Servlces, Aitn: Mr, Denny Afinou"; Anderson fr l-lastings ;llQS Cnnsrrlfrnfs - Attn: Mr^ Lcs lVood: 8111 Carr Steven L. Pawlak FIELD OBSEFNER APPRC'VED TY I OF aChen€Nonhern.lnc.Codd0r|' t toh.-| -i ld.tb REPORT FIELD NUCLEAR DENSIW TESTING rs A gJ [ ?iItglpr ID q.fxrrr n( Ftff ^}Ir Ct;tttr,El, Ar nry!,rJrtr Srtr.rTrD At lrr co.'.DaxluL PtrcfrTr cr (r|r clExnl lJ'o atl0tc/gDl mi nff - TEr 6 srl|ttltxn ctrqrrrrt t (n rxTircrt tarrl (R ttfg^Flltlq on rrro#'r-ffiio-niiir ii.f -innD{ rPao/a- sal?tc! fu E lllrrxt c rflrr lE Tr€ E ooruttD lrt.Er g|lrl ,firsLxtt llllr ! lo l{ wEnt3' ^ ir.n - d r,olTiF-'lr.,r d ..*rr.... fdn ,ac q{lqr a,/rt ro: JoB No.4 398 90 DATE 6/30/90.-. TOWN OF VAILAttn: Mr. Stan Berryman D ILY REPOFf1 NO. L5 SHEE1 1OF ,P.O. Box 100vail co 81658-o1oo llwolcE No' PROJECr Addition to Vail Transportation Ccnter, Vai1, Colorado SPECIRCAnON COUpACT|ON & MATERT L MINIMUM REQUIRED IN-PIICE DENSTTY 98 T AS DETERMINED Bf: AST1'1 D1557 coNsIRUcttoN CoNTMCIoR: B&B ExcavatingTEsr LocATtoNs wERE SELEcTED w: field tech' TVPE IT.ID NUMBER TYPE AIID NUMBER MEI}IOD OF ADOING OF EARTH MOVING UNTTS OF COMPAC11ON UNT5 MOISTURE NATU.rAI aS TOQo AE r€QoffirraiNEssoFUFTI dual wh€eIr I iuutp NUMBER oF pAssEs Jackr I front }oaderr I steel wheel LOCATION DEPTH OR ELEVANON (FEEr) TADORATOR/NELD PERCE{T tr (RfI.^rwE / ll^)olltx) osr fE SOIL TY?E lE)l NO.MAXTMUM DFrY DENSTTY (pcf) OPnMUM MOISTT'RE CONTENT(t) DFT OENSMY (P"r) MOISTURE CONIENT(x) 35 36 37 3B t9 Br l,V. of Grid I @82 44r !tt. of crid l @A1 4Br W. of Grld l @L2 42r W. of Grid l @B 4Or W. of -Grld l @81 2I BBF 1I BBF 1I BBF 1' BBF 1I BBF 116.o 1J6.0 135.0 156.o 1r5.0 5.9 5.9 5.9 5,9 5.9 L54.e a33.9 L33.8 134.0 134.t 6.4 6.8 6.6 6.4 6.6 99 98 9B 99 99 eI. silty sandygravel tlll It Ef R tL nME oBsER/ATloN o PART TIME oBsEm/AnoN r1|3 rF(Fr plerxrs orrr6 'Inr.D |S a r|8nd or qrn (Etrt/ 1Lr3 5,TiiffiI.r#5#:fu(tl5ffHeffitriiEtf6aro{rD o?Erw uttttt A'|o rr(Eru|nf II, tll q,fiilc lllf flual llltjls a.tatD xrcEst 11 ro clg1;rE q1; (Ern,1rs .,u6o.txt. rgl oqr,vi.f iiE-iii e.i.i mi-ittttqr6 orl vr€nftn te fltr uttnt lfrErrE^not6. THE M'ctrAR De\tso|lETER UEI}IOO OF TESNNG WAS IJSED tN SUBSTANIUL ACCOED,0rc€ lrIIH ASITT D2902 A}ID ILy)'I7 PRzuMtMR/ OBSERVATIONS Al\lO/OR TEST RESULTS \ERBAILY REPORTED TO: Les Wood PROGRESS REPORT coP,Es |i;ll?"'ri:"3il.t';li::cture' PCL Constnrctlon Services, Attni Mr' Denny Arrnour; An<lerson Q Ilasti ngs ; llRS Cnnsu l tnnts . Attn: Iqr^ Lc-Lltiool.l:- Bitl Carr Steven L. Pawlak REI"O O6ER1/ER APFRCryED Ff Chcn*Northcrn,Inc Cdnlt!.1 fn{h.-r .t{ 5d-.|tht REPORT OF MORTAR/GROUT/MASONRY TESTING {t^Ut,tlt^|'!ri.'ltctlr.loa!'olIirn'dtt,o0,,rt|lv1.||l|lt'Y'|tllMf!'r.r[oAt|||'.(rt'Itft.|w'P'.f'r(fo.,nofrd1!oxn't'l|rF'|in.|.'|l,:||^|'u|'.|''.,r'J|,]f'n('ll-|lt^.,.|',[0.tftt*t0^x|xt|(|.rAItl{n|to'|tf(|t'lo,{|l|)l'{||afir.lllll, lr.ljt ulltt l,lwrlraJ{tt lrft torn tD to tt '|rntDru. ^ E+, o. o.[!1_1]e-' d anniaab Ccntcr, TO: TOlllN Attn: P. O. Vai I PRGJECT OF VAIL Mr. Stan Bcrryman Box 100 c0 81658-0100 Atldition to Vail Transport:rtion JOB NO. 4 398 90 DAILY REPORT NO. il,JVOICE NO. Vai1, Co I orado oAIE s-31-90 SHEET 1 OF PTACEMENT LOCANON Grout under Footings TYPE AI-IO SIZE OF SPECIMENS: SuPruEn Contractor ulx DEslG}l NO. 1 Cernent, 1 ,1.2 lt/ater UOIT R ZX{ C.rUN0ERS 2X2 cutr€S S each oIrtER UORI R TIPE U S o KGSOUT CIST tN BLOCK Cnrq Cls;r AS GROITT pntsU ODtEn I UUE FIELD TESTING INFORMAI]ON rtMe MUED 2:00 PM Flovsllrup 0N.) TluE s uPLs) 4 100 pM s llpLE TDrp. 'F PROPOIITIONS: FINE ACC. CEUE}TT PRISM DATAO{.LOIY : cItouT nr I Ff| NOUIML oluF-}rs{tfiS n LL SllFr I TYPE OF I{ASONTIf UNIT BEDDING:r ce S ELL qEl COMPRESST\IE STRENGTH SPECTUOI NO, ,cE (tr rs) D'$E TESIED uN(|uu|r to D ( rs) cn6 srRo|cnr (Pst) l|Er srnorc|H (Ps) c PPCD HEGrr^-ErcrH (tN.) nilo$rEss/or^xEEn 0N.) cn6 AREA (il.z) 2 HEf AnEA (tN. ) lt/D or L/D ll/D or L./D COfiREGIION 1 1 6-7-90 L8,000 4500 2tl 2tl 4.00 2 7 6- 7-90 15,000 3750 2tl 2tl 4.00 3 28 6-28-90 31 ,000 7750 2tl 2tl 4.00 4 28 6-28-90 34 ,000 8500 2tl 2tl 4.00 5 28 6- 28-90 32 ,000 8000 2tl 2tl 4.00 ' oEtcN slltfl{cnl t'st .?d oAE PROGRESS REPOT{T Cubes cast brr contractor Michael llarbor Acrhitecturc, coPlEs n ttn: Mr. Scott $larcl; Anclerson 0llastings; PCl, Construction, Attn: Nlr, Dcnny Anirour; UllS Consultants, Attn: l*lr. Lcs Wood i J.E. Benedict T. Laudick I1ELD OOSET{VEII APPRC^/ED BY Chen€Nonhem.lnc |l AMTo-. PM Caa!.{r|rl froiHr cri SC..rall. REPORT OF CONCRETE CORE TESTING AM PM HOURS MII.EAGE ,____---MILES TO TOWN OF VAIL ,;gg 119. 4 398 90 DATE 5-31-90 DAILY REPORT NO.-SHEEU_OF-I._Attn: Mr. Stan Berrynan P.O. Box 100 Vail CO 81658-0100 PRqJECr Additi.on to Vail Transportat ion Ccntcr,Viri. I , Colorado CORE SAI/pLE LOCA1ON INFORIIATION West l]nd of Parking Structure, UPper Level. CORE PROPERflES ond cURtNG INFORMATION fcE vrltBt conED unknown resfog4nown .fscsEc/\TE gn 3/4 ilD pREp RAltoN CORE COMPRESSI\E SIRENGTH INFORMATION 1(east)2 (center)5 (west) 32,000 40, 000 6:I'I SPECIRED STRENGIH -- AIE|CE S!RE{CD{ 75tr SPECIFIED STRE.|GIH tJoTET sTREr.|gI}| aO'O Michael Barbcr, Attn: Scott Warct; orson t1 flastlngs; ion, Attn: Denny Armorrr::F. Potvin T. Laudick HNN OBSEE/ER APPROVED BTURS Consrrltnnts. Attn: Lcs Wood: A rl-i-.l ut f'iffilg.,r - -4-L Fdnr ,aa (,fl llE {/eO WE SUPPORT AND ENCOURAGE NICET CERTIFICATT]N I Chen€Northern.Inc.Cotxdlr||g t {lrl.-. otd Sd-iht REPORT OF CONSTRUCTION ACTIVITIES |s A |^rnrrt t|l(mE t{ to clrxnl nf PtnE ,rr) ou6atrs. AJ lfFqlll tlf s.rtFD as nit @frfxnA F}"tE ct' qi orxrS' ao rT}rtnrAlrtl fo; a[ lu- rcr t sr^tntxrs cotrurro oi fTirc[ rFou oR afYuatlo our mpcnn-d-liisex',io l'rnono -otn rnru'riliwt sr?ta ru lf DcPGtrD iiirnrnn urrss ont'l rarpgtt-xrs ,riE rodrl, lo ol ltlllp- ^ .n,'r' ., r,. lif tftl c-r o, @'r rlri |5, C!Cl@^ 4/eO ro. JOB NO. 4 398 90 D TE 5-23-90TOWN OF VAILAttn: llr. Stan Berryman DAtLy REpORT NO. I SHEE1 I 0F IP,O, Box 100 Vail C0 81658-0.100 INVOICE NO. pRc\rEcT Additi.on to Vail Transportation Center' Vai1, Colorado WEAIHER CONDMONS AND TEMPERAruRE CONIRACIOtrS CONS.IRUCnON ACIMnES Grout hole drlLllng. pffis/o*NEt: Berkel & Coupany IIAIOR EOUIPMENT: ACIMNES: CHEN-NoRTHERI{.S snE ACIMnES As requestedr -ile net with Les Wood at the ;fte'ld"AibiuGi'ttiii"brolect teeting reqirirenents and obssrve the Eub- contractorr6 pro6r6s; 1; drlII1ng grout holes under exlsting footlngs for eol-l lnprovenent Purposea. Durlng our vlsit, the contractor uas dr111in6 llole:-49"F !!9south Blde-of B Llne iootlng to approxluately 5r below floor level. VERBAL COMMUNTC TTON WrfH CONTRACfOR, ENGINEER, ARCHTEST, oWNER ProJect speclflcatlons call for grout holes to be 10-15t below bottom of the exJ.stlng footln8. Th- accepiable grout hote depth and procedurea need to be deternlned before grouting can begln. Michael Barber Architectute , Attn : Mr. Scott lttard ; PCL Construction Serviccs, Attn: Ml" Armour: Andcrson 6 llastings; tlllS Consultants. nttn: lulr. Les Mike Evans Steven L. Parlak NETD OBSd1/ER APPRO/ED trY